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RAWLPLUG, 11.2010

SWEDENRawl Scandinavia ABBaumansgatan 4S-593 32 VÄSTERVIKTfn: +46 (0) 490-306 60Fax: +46 (0) 490-306 70 e-mail: [email protected]

HUNGARYKoelner Hungária Kft. (Ltd.)Jedlik Ányos u. 342330 Dunaharasztitel.: +36 24 520 400fax: +36 24 520 401fax: +36 24 520 402e-mail: [email protected]

ROMANIAKoelner Romania SRLStr. Drumul intre Tarlale nr 160-174, sector 3,Complex Logistic Apollo Center032992 Bucurestitel.: +40/ 31 22 52 094fax: +40/ 31 22 52 095e-mail: [email protected]

IRELANDRawlplug Ireland Ltd34 Lavery Avenue, Park WestDublin 12tel.: +353(0) 1 625 19 50fax: +353(0) 1 625 19 48e-mail: [email protected]

UNITED KINGDOMRawlplug LtdSkibo DriveThornliebank Industrial EstateGlasgow G46 8JRtel.: +44(0) 141 638 79 61fax: +44(0) 141 638 73 97e-mail: [email protected]

FRANCERAWL FranceZI Mitry-Compans12-14 Rue Marc Seguin77295 Mitry-Mory cedextel.: +33(0)1 60 21 50 20fax: +33(0)1 64 67 19 84e-mail: [email protected]

LITHUANIAKoelner VilniusŽariju g. 202300 Vilniustel.: +37(0) 5 232 48 62fax: +37(0) 698 51342e-mail: [email protected]

UKRAINE79060 Lvivvul. Naukova 3atel./fax: +380 32 244 07 44e-mail: [email protected]

KAZAKHSTANKoelner Kazakhstan LtdAlmaty, KazakhstanAbaya 115tel.: +73 272 731 323

CZECH REPUBLICKoelner CZ s.r.oNad Porubkou 319/24721 00 Ostrava-Svinovtel.: +420 596 636 397fax: +420 596 636 398e-mail: [email protected]

GERMANYKoelner Deutschland GmbHLutherstr. 5473614 SchorndorfTel.: +49(0)7181-977720Fax: +49(0)7181-9777222

RUSSIAKoelner LTD188640 Leningradskaya obl.Vsevolozhsk Gogola st.komunalno-skladskaya zona, kvartal 4tel.: +7(0) 813 706 34 67fax. +7(0) 813 706 34 68e-mail: [email protected]

UNITED ARAB EMIRATESKoelner-Rawlplug Middle East FZEP.O. Box 261024Jebel Ali Free Zone, Dubaitel.: +971 4 8839501fax: +971 4 8839502e-mail: [email protected]

BULGARIAKoelner Bulgaria EOODSofiaPoruchik Nedelcho Boncheu 10tel.: +35(0) 92 973 21 72fax. +35(0) 92 973 29 63e-mail: [email protected]

Republic of South AfricaRawlplug South Africa (Pty) LtdAnderbolt, Boksburg North 146141 Francis Roadtel.:+27 11 894 7147Tel local: 086100RAWLe-mail: [email protected]

POLANDKoelner SAul. Kwidzyńska 6, 51-416 Wrocławtel. + 48(0) 71 32 60 100fax + 48(0) 71 37 26 111e-mail: [email protected]

SWEDEN

UNITED KINGDOM

IRELAND

FRANCE

GERMANY

CZECH REPUBLIC

HUNGARY

REPUBLIC OF SOUTH AFRICA

POLAND

RUSSIA

LITHUANIA

UKRAINE

KAZAKHSTAN

ROMANIA

BULGARIA

UNITED ARAB EMIRATES

©

The RAWLPLUG Company has made available calculation and design software EasyFix for any interested designer.This computer program includes heavy duty mechanical and bonded anchors that are in our offer.

EASYFIX

1

taBlE of ContEntS

INTRODUCTION

A. HIGH PERFORMANCE STEEL ANCHORS

B. BONDED ANCHORS

C. GENERAL AND FRAME FIXINGS

D. SELF-DRILLING SCREWS

F. FACADE INSULATION FIXINGS

G. ROOFING INSULATION FIXINGS

E. DIRECT FASTENINGS

17

69

143

163

207

217

251

2

Important InformatIon

1. Information given in the RAWLPLUG/KOELNER Technical Handbook is based on formulas, safety factors and selection principles compliant with technical instructions of installation, operation, and RAWLPLUG/KOELNER technical data which as of the date of publica-tion were deemed correct. The user is responsible for correct application of the data with regard of current legislation in the region and conditions existing at the construction site. RAWLPLUG/KOELNER may give general guidelines and recommendations on the application of particular connections, but the contractor or the user of a product must be finally responsible for the application, in accordance with the regulations, installation instructions and the construction site conditions.

2. All the products must be applied, installed and used strictly in accordance with the technical instructions, installation and opera-tion guidelines of RAWLPLUG/KOELNER.

3. Consultancy and product delivery shall be performed in accordance with RAWLPLUG/KOELNER general conditions of trade.

4. Loads and load bearing capacities referred to in the RAWLPLUG/KOELNER Technical Handbook reflect actual research results achieved in our own and independent laboratories, thus, they apply only when the same work conditions are ensured. With regard to local variations of construction materials, it is recommended to carry out base material testing for each case, in order to determine actual load bearing capacity parameters.

5. RAWLPLUG/KOELNER is subject to constant development. Therefore, RAWLPLUG/KOELNER reserves the right to amend products and product technical documentation without prior notice.

forEWord

Dear Customer!

The Technical Handbook you have just received, includes all the technical data related to the installation and performance of con-nections with the application of RAWLPLUG/KOELNER anchors, fasteners and connectors.

The Handbook is to facilitate the work of connector users: designers in finding optimal and safe solutions to problems in their design work and contractors for appropriate application and installation. Its purpose is also to optimise investment costs and minimise the execution time of projects.

Comprehensive knowledge, acquired during the application of our connectors all over Europe, in association with research & devel-opment carried out in our laboratories, has helped to gain the highest quality products.

The Technical Handbook shall be your compendium of knowledge necessary for design and installation works related to the appli-cation of RAWLPLUG/KOELNER connectors. Through the knowledge contained herein, we want to assure that you cooperate with the responsible partner and become aware of the risks the work of designers and contractors of constructions bring.

Marian Bober – Technical Director

HIGH pErformanCE anCHorS – IntrodUCtIon

3

Metal of connector

Stainless steelHot dip galva-

nised steelZinc electro-plated steel

Zinc alloys Lead Brass

Fixture metal

Stainless steel

Hot dip galvanised steel

Zinc electroplated steel

Low carbon steel

Aluminium alloys

Zinc alloys

Contact between these metals is possible

The fixture metal is being attacked

The fixed element’s metal is being attacked

CorroSIon

Corrosion is an important factor influencing anchors selection. Two basic corrosion types may be defined: atmospheric and galvanic corrosion.

Atmospheric corrosion is caused by the impact of moisture or gases in the air on metal. Galvanic corrosion may occur when two dis-similar metals are in contact with each other. In the presence of an electrolyte (eg water) a galvanic cell is created, causing gradual corrosion of one of the metal elements.

The table below shows different combinations of common metals:• thefirstcolumnofthetableincludestypesoffixedelement(fixture)• thetoprowofthetablepresentsthetypesoffasteningmetal(connector)Comments:• Metaloffixedelementisnotexposedtogalvaniccorrosionand,infact,ittakesadvantageofgalvanicprotection(low,whenthe

difference of electrochemical potentials is low, higher as the difference of potentials increases). • Thegalvaniceffectisinfluencedbythesizeofthefieldofthetwometals’surface: - if the field of ground material’s surface (steel plate or structure) is smaller, corrosion is accelerated; - if the field of ground material’s surface is bigger, corrosion is slower;

The effect is even more prominent if the difference between the two fields is greater.

Moreover, the anchors offered by RAWLPLUG/KOELNER are tested in a sea atmosphere on a regular basis. The tests constitute the basis for future products development in cooperation with our customers.

Allofourmetalanchorsarezincelectroplatedandpassivated.Incaseanchorsareintentedforuseinaggressiveatmosphere(coastal,chemical plants, etc.), we recommend hot dip galvanised or stainless steel anchors.


4

Properties not adequate for environment

Consultation with our technical consultant recommended

Possible application

(1) Zinc electroplated(2)Hotdipgalvanized

TyPICAL ENvIRONMENTS

Minimal layer of recommended

zincgalvanizationof connector

Stainless steel A1

Stainless steel A2

Stainless steel A4

INTE

RNAL

DRyDry facility, heated in winter, no

condensation. Residential facilities, air-conditioned premises

5-10 µm (1)

HUMIDUnheated buildings where condensa-

tion may occur e.g. warehouses, stores, basements

40 µm (2)

EXTE

RNAL

RURALResidential buildings in temporate climate, at a considerable distance

from big cities and factories5-10 µm (1)

URBAN

Residential buildings in cities with at least one factory emitting fumes

causing noticeable atmospheric pollution

40 µm (2)

INDUSTRIAL

Environment adequate to factories atmosphere and their surrounding, requiring well-planned protection concept, considerable atmospheric

pollution

40 µm (2)

MARINE

Coastal and offshore. Considerable corrosion caused by the presence of relatively high humidity combined

with high salinity

40 µm (2)

SElECtIon of StEEl fEatUrES dEpEndInG on tHE EnvIronmEntal at-moSpHErE

Atmospheric corrosion depends on the presence and concentration of certain chemical compounds in the air. The mixture of oxygen, humidity and industrial contamination, mainly chlorine and sulphur compounds, attack and destroy metals and metal alloys. Six main atmospheric corrosivity categories are classified here:


5

load ClaSSIfICatIon

• Static load

The load is static when its value is constant and invariable with time.

• Oscillating loadIt is a variable load of low amplitude and high frequency (e.g. motor vibration).

• Dynamic loadLoad variable with time, of medium or high amplitude, with or without negative load (e.g. wind influence)

• Impulse (shock) loadLoad applied (operating) for a very short time.

The above four types of load may be short or long term.

Short term load operates a few times and within a limited period. Long term load operates permanently.

dIffErEnt anCHor tYpES

A type: Anchors which are expansion controlled by torque moment (e.g. R-SPL, R-HPT, R-XPT, RBP, RBL).Expansion is achieved by tightening bolt, nut or screw, which forces a cone up into a sleeve.

B type: Expansion anchors fixed by hammering (of a cone) (e.g. R-DCA).Expansion is achieved by hammering in the anchor’s wedge element located in the anchor’s body. Setting is confirmed by the shoulder of the tool reaching the top surface of the anchor body.

Resin Bonded Anchors: Systems of chemical (adhesive) fastening (e.g. R-CAS, R-KEX, R-KEM+ & R-KER).The anchor consists of a connecting element (stud or internally threaded socket) and syn-thetic resin. Both components are located in the hole and after the resin cures, they create a dual connection:• onebetweenfasteningelementandresin,• secondbetweenresinandbasematerial.The resin is delivered either in a glass capsule or injection cartridge, dosed with tools offered by RAWLPLUG/KOELNER. Resin Bonded Anchors do not cause any expansion in the base material, before applying the load.

load

load

time

time


6

SafEtY ConCEpt for ConCrEtE

Two concepts of providing safety are used in the present handbook: – the concept of global safety factors (with regard to concrete and other materials) – the concept of partial safety factors (with regard to concrete only)

The concept of global safety factors In case of this concept, it must be checked whether (recommended) allowable load F of anchor is greater than characteristic load FSk.

FSk ≤ Frec

Frec = FRk

[N] γFRk – characteristic load bearing capacity γ – global safety factor

The concept of partial safety factors in accordance with Eurocodes

General principlePartial safety factors shall be applied. It must be checked whether design load FSd is smaller than Design Resistance (load bearing capacity) FRd.

FSd ≤ FRd

FSd = FSk ⋅ γF [N]

FSk – characteristic action γ

F – partial safety factor for the load

Design Resistance FRd is being determined for tension, shear and combined (angled) load for, concrete cone, pull out, pry-out and steel failure.

FRd = FRk

[N]

γM

FRk – characteristic load bearing capacity γ

M – partial safety factor for the load bearing capacity (material)


7

In case of steel failure: γMs

Tensile load: γMs =

1.2

fyk / fuk

Shear and combined load:

If fuk ≤ 800 N/mm2 and fyk/fuk ≤ 0.8 γMs =

1.0

fyk / fuk

If fuk > 800 N/mm2 or fyk/fuk > 0.8 γ

Ms = 1.6

If γMs > 1.6 it shall be assumed that γ

Ms = 1.6

Calculation of design resistance for the following cases:

In case of concrete cone, pull out and concrete pry-out failure:

Tensile force: NRd = NRk,c [N]

γMc

Shear force: VRd = VRk,c [N]

γMc

Combined force: FRd = FRk,c [N]

γMc

Calculation of partial safety factors

In case of concrete cone failure mode: γMC=γC .γ1 .γ2

γC – partial safety factor for compressed concrete: γC = 1.5γ1 – partial safety factor accounting for variation of concrete tensile strength at the construction site.

γ1 = 1.0 According to ETAG 001: Annex C 2nd Amendment November 2006γ2 – partial safety factor accounting for the safety of anchors installation system (determined from test

results)Tensile and angular load:γ2 – for systems of high level of installation safety γ2 = 1.0γ2 – for systems of normal level of installation safety γ2 = 1.2γ2 – for systems of low, but still acceptable level of installation safety γ2 = 1.4

Shear load:γ2 = 1.0

Shear loadkN

Angular loadkN

Tensile loadkN


8

In case of steel failure:

Tensile force: NRd = NRk,s [N]

γMs

Shear force: VRd = VRk,s [N]

γMs

Combined force: FRd = FRk,s [N]

γMs

CHARACTERISTIC RESISTANCE (LOAD BEARING CAPACITIES)

Characteristic resistance of anchor, in any direction, with regard to concrete cone failure is calculated from an average value of mean failure load for individual anchor without accounting for the impact of a span and a distance of anchors from the edge of concrete element. This characteristic resistance corresponds to 5% fractile of probability distribution of failure loads with a confidence level of 90%.

FRk = (1 – k⋅v) ⋅ FRu,m [N] The estimation depends on the number of tests (k) and the coefficient of variation (v). In case the number of tests is higher than 40 anchors, k = 2 can be assumed.

In case of characteristic resistance of combined load (FRk):The final value of (anchor’s) load bearing capacity shall be calculated as following:

Where FRk in [N]

The characteristic load bearing capacity with regard to steel failure shall be calculated as following:

Characteristic load bearing capacity of steel for tension:

NRk,s = Ao ⋅ fuk [N] Ao – cross section [mm2]fuk – nominal tensile strength [MPa]

Characteristic load bearing capacity of joint’s steel for cutting:

VRk,s = 0.5 ⋅ AS ⋅ fuk [N] As – cross section [mm2]fuk – nominal tensile strength [MPa]


9

tHE BaSE matErIal/SUBStratE

CONCRETE Compression resistance of concrete:This handbook gives anchors’ load bearing capacities for the following concrete classes: C20/25, C30/37, C40/50, and C50/60 (in accord-ance with ENv 206 standard).

Two numbers defining the concrete’s class correspond to a characteristic compression resistance of concrete measured for cylindrical shaped samples (dimensions: diameter 150 mm, height 300 mm), and cube (of the 150 mm cube), respectively.

Moreover, the classes related to a compression resistance of concrete measured on cylindrical shaped samples (diameter 150 mm, height 300 mm) which is: 25 N/mm2, 35 N/mm2, 45 N/mm2 and 55 N/mm2, respectively, with tolerance ±5 N/mm2 (1 N/mm2= 1 MPa)

In case concrete is of different compression resistance, the closest, lower class defined with a standard, shall be assumed.

rECommEndEd loadS

THE CONCEPT OF GLOBAL SAFETY FACTORS

Frec = FRk [N] γ

THE CONCEPT OF PARTIAL SAFETY FACTORSRecommended load can be calculated from the interrelation FSd ≤ FRd:

FSd = FSk . γF ≤ FRd = FRk

γM

FSk ≤ FRk [N]

γF ⋅ γM

Thus, FSk, based on the concept of global safety factor and the above inequality:

FSk ≤ Frec = FRk [N] γF ⋅ γM

Frec load is, therefore, calculated based on characteristic load bearing capacity FRk divided by two partial safety factors γF and γM, assumed for the anchor’s load and material, respectively. Thus γ =

γF . γM

NOTE: In case of anchor installation with sleeve, A is assumed S, because the area of actual section is assumed equivalent through accounting for combined impact of the load bearing capacity of steel of sleeve and bolt or screw.

Characteristic load bearing capacity of steel with combined load:

FRk,s (α) = 0.83 ⋅ FRu,m (α) [N]

Where FRk,s in [N]


10

BASE MATERIAL WITH HOLLOW ELEMENTS (CAVITIES) AND OF LOW STRENGTHWe defined design loads, as well as mean destructive load characteristic for load bearing capacity of joints installed in different types of brick grounds, made of both solid and hollow elements. Taking into account a vast range of different types of bricks, blocks and hollow bricks which can be met at construction sites, it is recommended to carry out appropriate tests in order to determine actual allowable loads. (it is recommended to carry out at least 15 individual tensile strength tests).

Classification of the compression resistance of concrete

matErIal of tHE anCHor

STEELDurability characteristics of screws and bolts are determined by appropriate mechanical properties classes from 3.6 to 12.9. The definition of mechanical properties of screws consists of two numbers separated with a dot, e.g.:

5.6

First number corresponds to the value of 0.01 Rm of steel of finished screw in MPa. The second number determines the value of 0.1 of Re/Rm percentage ratio.

Rm = 500 MPa | Re/Rm = 60% | Re = 300 MPa

The Rm strength of screw or bolt shall not be lower that Re of steel of the fixing elements. The strength classes of nuts are marked 4, 5, 6, 7, 8, 10 & 12 which corresponds with the value of 0.01 of Rm of nut steel in MPa.Nut classes shall correspond to screw or bolt classes; therefore, for class 5.6 screws or bolts, class 5 nuts shall be used.

B15B20B25B30B37B45B50B55B60

C12/15C16/20C20/25C25/30C30/37C35/45C40/50C45/55C50/60

Characteristic resistance Fck

(cylinder)121620253035404550

Characteristic resistance Fck

(cube)152025303745505560

Mean resistance, tested cylinder

15×30 cm172125303540455055

Mean resistance, tested cube 15×15 cm

202530354250556065

Mean resistance, tested cube20×20 cm

192429334048545762

Class CE PN-B-03264:2002

FrancePoland Great Britain Germany

Remark: based on ETAG001 2.4


11

tHE load of anCHor

F = N2+V2 α = arctan N – tension force impacting an anchor (the most heavily loaded anchor in a group),v – shear force impacting an anchor (the most heavily loaded anchor in a group),F – resultant of load forces for individual anchor,α – a deviation angle of a resultant of load forces from the anchor’s axis.

dESIGn load

FSd = F . γF

FSd – design value of resultant of load forces,γF – partial safety coefficient for the load = 1.4.

tensile force(0° ≤ α ≤ 15°)

force operating at the angle of 30°(15° < α ≤ 37,5°)

force operating at the angle of 45°(37,5° < α ≤ 52,5°)

force operating at the angle of 60°(52,5° < α ≤ 67,5°)

shear force(67,5° < α ≤ 90°)

ImpaCt of load dIrECtIon

VN

0 ≤ α ≤ 15°

α

67,5° < α ≤ 90°

α

15° < α ≤ 37,5°

α

37,5° < α ≤ 52,5°

α

52,5° < α ≤ 67,5°

α

30°

45°

60°


12

tHE SpaCInG and EdGE dIStanCE of anCHorSAs for the amount of tension induced by the expansion of anchored connections and loads, the transfer of which the connections are intended, the following features shall be taken into account while determining technical parameters of load bearing capacity for a particular product:• minimumthicknessofbasematerial(determinedbyaneffectivedepthoffixinghef) • minimumspacingofanchoredjoints(s)• distanceofconnectionsfromtheedgeofthefixtureorbasematerialelement(c1, c2) and corners (c).

Overlapping of tension cones of neighbouring connections fixed in concrete lowers the load bearing capacity of such fasteners because of the tension.

• Effective depth of fixing hef For each connection the minimal fixing depth is determined, which ensures safe load bearing. Some types of anchors can be fixed deeper, which increases the load bearing capability (R-SPL, in particular). For more information, please, contact RAWLPLUG/KOELNER engineering consultant.

• Reduced spacing of connections In some cases the anchor spacing and their distance from edges and corners can be reduced. Such a reduction will impact the anchor’s load bearing capacity and, in order to account for the impact, one or more reduction factors will have to be applied.

Reduction factors related to the anchor spacing s: fs

Reduction factor related to the distance of anchor from the c2 element’s edge, whereas load is being transferred towards a free edge: fc2

In case of a group of anchors, it is necessary to consider the connection which is located in the most unfavourable place.

Reduction factor related to the distance of anchor from the c1 element’s edge, whereas load is not being transferred towards a free edge: fc1

In some cases a reduction fac-tor related to the distance of anchor to the plate’s corner c3: fc3 is applied

SHEARTENSILE

c3

c 3


13

tIGHtEnInG torQUE• Incaseofexpandinganchors,itisnecessarytoapplyrequiredtighteningtorqueofvaluesgivenherein,inordertoachieveoptimalexpansion and load bearing capacities given in tables in the next chapter (we recommend using calibrated torque wrench). Preliminary tension impacts on an anchor’s expansion element (screw or treaded portion).• Moreover,thetighteningtorqueappliedwillclampthefixedelementtothebasematerial.• Thevaluesoftighteningtorquegiveninthehandbookshouldnotbeexceeded.• After preliminary application of tightening torque, a reduction in tension occurs, causing the decrease of applied tighteningtorque. All data related to a load bearing capacity given in the present handbook account for the above issue.

BEndInG momEntIn case of some applications, anchored connections are subject to the impact of bending moments. Generally, it occurs when fixed elements are moved away from the base material. Transferred load is then not pure shear, and such anchorages are subject to stronger tensions. It is necessary to ensure the bending moment induced by such loads is not higher than allowable bending moment (given for each type and diameter of anchor).

with clamping to the base material surface without clamping to the base material surface

MV = V × l [Nm] αM

αM = 1 when element (fixture) is fixed αM = 2 when element (fixture) is fixed

without a turning limit with a turning limit

l = e1 + 0,5 tfix

tfix

d

V e1

l = e1 + 0,5 tfix + 0,5 d

e1

tfix

0,5 d

d

V

Element mocowany

V

Element mocowany

V

rEdUCEd dESIGn rESIStanCE of anCHor

FRd, red = FRd . fS . fC1 . fC2

FRd, red ≥ SD

FRd – design load bearing capacity according to the technical data tables herein, depending on the class of concrete and angle of resultant design resistance,fS, fC1, fC2 – reduction factors of axial spacing of anchors in a group and distance to the edge of the base material.

Fixture Fixture


14

InStallatIon of anCHorSInstallation instructions are attached to all packaging for anchors. We recommend strictly observing the instructions contained therein.Debris and dust must be always removed from the hole before the anchor is installed in order to avoid risk of reducing the anchor depth.If the resin bonded anchors are used, holes must be clean, because any debris or dust in a hole will decrease the load bearing capacity of the anchorage.

A team of our technical consultants are at your disposal for advice, seminars, training at the construction site for installers with regard to the whole offer of our fasteners and fixings. This team will ensure the selection of the best anchorage for your applications. If needed, it is possible to arrange on-site installation trials.

pErformInG trIalS and tEStSNew types of resin bonded, metal expansion and plastic anchors are developed and tested in our comprehensively equipped research and development laboratories in Glasgow, Scotland and Wroclaw/Lancut, Poland.Before our products are launched into the market, they are subject to a comprehen-sive program of tests in both our company laboratories and in independent laborato-ries, in order to establish all technical parameters related to a load bearing capacity. Technical data of our products is also approved by various European Member States and European organisations. BBA (UK), CSTB (France), DIBT (Germany), FM Global (USA), SINTEF (Norway) and ITB (Poland).Finally, it shall be emphasised that the production of our products are subject to the control of the quality assurance system approved by the following bodies: TÜv Rheinland (Poland) AFNOR (France), BSI (UK) and TÜv Rheinland (Germany).

Our research and development laboratories are constantly developing new products and systems in order to meet the requirements of a constantly changing construction market.

Brushing

Blowing

x+y2

F

d

LOAD CELL

HYDRAULIC LIFT

TESTED ANCHOR

COMPUTER

PLOTTER DRAWING A CURVE„LOAD/MOVEMENT”

HYDRAULIC PUMP

DISPLACEMENTTRANSDUCER


15

Terminology and SymbolsThe notations and symbols frequently used in catalogue are given below. Further notations are given in the text.

Indices

c Concretecp Concrete pry-outd Design valuek Characteristic valueM Materialp Pull-outR Resistances SteelS Action

sp Splittingu Ultimatey yield

Actions and resistancesN Normal force (positive: tension load, negative: compression load)

NRk Characteristic value of resistance of a single anchor or an anchor group (tension load)NRk,s Characteristic resistance of an anchor in case of steel failure (tension load)NRd Design value of resistance of a single anchor or an anchor group (tension load)

NRd,p Design resistance of an anchor in case of failure by pull-out (tension load)NRd,c Design resistance for an anchor or an group of anchors in the case of concrete cone failure (tension load)NRd,s Design resistance of an anchor in case of steel failure (tension load)

v Shear forcevRk,c Characteristic resistance for an anchor or an group of anchors in the case of concrete edge failure (shear load)vRk,cp Characteristic resistance of an anchor in case of failure by pry-out (shear load)vRk,s Characteristic resistance of an anchor in case of steel failure (shear load)vRd Design value of resistance of a single anchor or an anchor group respectively (shear load)vRd,s Design resistance of an anchor in case of steel failure (shear load)vRd,c Design resistance for an anchor or an group of anchors in the case of concrete edge failure (shear load)vRd,cp Design resistance of an anchor in case of failure by pry-out (shear load)

M Moment

Safety factors

γMc Partial safety factor for concrete cone failureγMs Partial safety factor for steel failure

Concrete and steel (Mechanical properties)

fyk Characteristic steel yield strength (nominal value)fuk Characteristic steel ultimate tensile strength (nominal value)As Stressed cross section of steel

Wel Elastic section modulus calculated from the stressed cross section of steelM0

Rk,s Characteristic bending momentM Allowable bending moment


16

Characteristic values of anchors

c Edge distancecN Edge distance (tensile resistance)cv Edge distance (shear resistance)ccr Edge distance for ensuring the transmission of the characteristic resistance

ccr,N Edge distance for ensuring the transmission of the characteristic tensile resistance of a single anchor without spacing and edge effects.

ccr,v Edge distance for ensuring the transmission of the characteristic shear resistance of a single anchor without spacing and edge effects.

cmin Minimum allowable edge distanced Diameter of anchor bolt or thread diameterdf Drill hole diameter in fixture d0 Drill hole diameter in substrateh Thickness of concrete member

hef Effective anchorage depthhmin Minimum thickness of concrete memberhnom Embedment depth

h0 Minimum drilled hole depthk Factor to be taken from the relevant ETA (pry-out failure)L Anchor lengths Spacing of anchors in a group

scr Spacing for ensuring the transmission of the characteristic resistance smin Minimum allowable spacingscr,N Spacing for ensuring the transmission of the characteristic tensile resistance of a single anchor without spacing and

edge effects.tfix Fixture thickness

Tinst Installation torque

Approved Bodies Symbols

Building Research Institute (Instytut Techniki Budowlanej)

European Technical Approval

CE Marking

RoadandBridgeResearchInstitute(InstytutBadawczyDrógIMostów)

Resistance under fire exposure

17 a

HIGH pErformanCE StEEl anCHorS

R-SPL (SAFETY PLUS®) high performance expansion anchor 18

R-SPL-LE (SAFETY PLUS®) limited embedment 22

R-SOCsocket anchor 25

R-RB (RAWLBOLT) all purpose expansion anchor – cracked concrete

29

R-XPT – Throughbolt zinc-platedR-XPT-HD – Throughbolt hot dip galvanized 34

R-XPT-A4Throughbolt stainless steel A4 39

R-HPTThroughbolt for cracked concrete 44

R-DCA – Wedge anchor zinc-plated; R-DCL – Lipped wedge anchor zinc-plated 52

R-DCA-A4 – Wedge anchor stainless steel 56

SR – Expansion anchor 59

KT – Expansion anchor 62

RAWLOK – Expansion anchor 65


a 18

r-Spl (SafEtY plUS™) – High performance expansion anchor

BaSE matErIalS:• concrete,stone• non-crackedconcrete

fEatUrES:• 8.8gradesteel,zinc-platedmin.5μm• R-SPL–Loosebolt• R-SPL-BP–BoltProjecting• R-SPL-C–Countersunk• Widerangeofanchordiameter• Themostdemandingsafetycriticalapplications

PRODUCT CODER-SPL-BP-08095/15

anchor name

lengththread diameter

fixture thickness

r-Spl

r-Spl-Bp

r-Spl-C

dESIGn mEtHod (according to ETAG)

TENSILE LOADSNRd,p: Design resistance (pull out failure)NRd,c: Design resistance (concrete cone failure)NRd,s: Design resistance (steel failure)Design resistance for tensile load is:

NRd= min (NRd,p,NRd,c,NRd,s)

SHEAR LOADSVRd,c: Design resistance (concrete edge failure)VRd,s: Design resistance (steel failure)Design resistance for shear loads is:

VRd= min (VRd,c,VRd,s)

R-SP

L


19 a

Standard lEnGtH of anCHorS

Size

Anchor lengthMax. fixture

thicknessProduct code

L tfix Loosebolt Countersunk Bolt Projecting[mm]

M8

90 15 R-SPL-08090/15 - -

90 20 - R-SPL-C-08090/20 -

95 15 - - R-SPL-BP-08095/15

110 40 R-SPL-08110/40 -

M10

105 20 R-SPL-10105/20 - -

105 25 - R-SPL-C-10105/25 -

110 20 - - R-SPL-BP-10110/20

120 40 R-SPL-10120/40 - -

140 60 R-SPL-10140/60 - -

M12

120 25 R-SPL-12120/25 - -

125 30 - R-SPL-C-12125/30 -

135 25 - - R-SPL-BP-12135/25

150 50 R-SPL-12150/50 - -

160 50 - - R-SPL-BP-12160/50

M16

145 25 R-SPL-16145/25 - -

145 30 - R-SPL-C-16145/30 -

160 25 - - R-SPL-BP-16160/25

170 50 R-SPL-16170/50 -

185 50 - - R-SPL-BP-16185/50

M20175 30 R-SPL-20175/30 - -

190 30 - - R-SPL-BP-20190/30

mECHanICal propErtIES

Size M8 M10 M12 M16 M20

Nominal tensile strength fuk [N/mm2] 800 800 800 800 800

Nominal yield stress fyk [N/mm2] 640 640 640 640 640

Cross-sectional area As [mm2] 36.6 58.0 84.3 157.0 245.0

Section modulus Wel [mm3] 31.2 62.3 109.2 277.5 541.0

Characteristic bending moment M0rk,s [Nm] 30.0 59.8 104.8 266.4 519.4

Allowable bending moment M [Nm] 17.1 34.2 59.9 152.2 296.8

R-SPL


a 20

InStallatIon GUIdE

1. Drill a hole of required diameter and depth through clearance hole in the fixture into substrate.2. Remove debris and thoroughly clean hole.3. Insert SafetyPlus™ anchor through fixture into hole and tap home.4. Tighten using torque wrench to the recommended torque.

InStallatIon data

Size M8 M10 M12 M16 M20

Anchor diameter d [mm] 8 10 12 16 20

Hole diameter in substrate d0 [mm] 12 15 18 24 28

Hole diameter in fixture df [mm] 14 17 20 26 30

Minimum hole depth h0 [mm] 80 90 105 125 155

Minimum installation depth hnom [mm] 70 80 95 115 140

Minimum substrate thickness hmin [mm] 120 140 160 200 240

Torque Tinst [Nm] 25 50 80 180 275

Minimum spacing smin [mm] 60 70 80 100 125

Minimum edge distance cmin [mm] 90 105 120 150 188

r-Spl

r-Spl-Bp

r-Spl-C

R-SP

L


21 a

Size M8 M10 M12 M16 M20Embedment depth hef [mm] 60 70 80 100 125TENSION LOADS

STEEL FAILURECharacteristic resistance NRk,s [kN] 29.3 46.4 67.4 125.6 196.0Design resistance γMs = 1.5 NRd,s [kN] 19.5 30.9 44.9 83.7 130.7PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 16.0 20.0 30.0 50.0 60.0Design resistance * NRd [kN] 8.9 11.1 14.3 23.8 40.0

Increasing factor and Partial safety factorC30/37 -- 1.2C40/50 -- 1.4C50/60 -- 1.5

Spacing scr,N [mm] 180 210 240 300 375Edge distance ccr,N [mm] 90 105 120 150 188SHEAR LOADS

CONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 90 105 120 150 188Characteristic resistance for cmin vRk,c [kN] 13.1 18.2 24.2 38.5 59.1Design resistance γMc = 1.8 vRd,c [kN] 7.3 10.1 13.4 21.4 32.9Edge distance ccr,v [mm] 188 240 284 378 440CONCRETE PRyOUT FAILURE C20/25

k -- 2 2 2 2 2Characteristic resistance vRk,cp [kN] 32.0 40.0 60.0 100.0 120.0Design resistance γMc = 1.8 vRd,cp [kN] 17.8 22.2 33.3 55.6 66.7STEEL FAILURECharacteristic resistance with distance sleeve vRk,s [kN] 39.5 63.1 87.9 153.7 212.0Design resistance γMs = 1.5 vRd,s [kN] 26.3 42.1 58.6 102.5 141.3

pErformanCE data

* Particular safety factor for: M8, M10 – γMc = 1.8; M12, M16 – γMc = 2.1; M20 – γMc = 1.5

EdGE dIStanCE and SpaCInG

Edge distance (tensile)

cN [mm] M8 M10 M12 M16 M2090 1.00

105 1.00 120 1.00 150 1.00 190 1.00

Edge distance (shear)

cv [mm] M8 M10 M12 M16 M2090 1.00

105 1.17 1.00 120 1.33 1.14 1.00 135 1.50 1.29 1.13 150 1.67 1.43 1.25 1.00 165 1.83 1.57 1.38 1.10 188 2.09 1.79 1.57 1.25 1.00210 2.00 1.75 1.40 1.12240 2.29 2.00 1.60 1.28270 2.25 1.80 1.44310 2.07 1.65360 2.40 1.91420 2.23

Spacing

s [mm] M8 M10 M12 M16 M2060 0.67 70 0.69 0.67 80 0.72 0.69 0.67

100 0.78 0.74 0.71 0.67 125 0.85 0.80 0.76 0.71 0.67150 0.92 0.86 0.81 0.75 0.70180 1.00 0.93 0.88 0.80 0.74210 1.00 0.94 0.85 0.78240 1.00 0.90 0.82270 0.95 0.86300 1.00 0.90330 0.94375 1.00

R-SPL


a 22

r-Spl-lE (SafEtY plUS™) – limited embedment



fEatUrES:• 8.8gradesteel,zinc-platedmin.5μm• Themostdemandingsafetycriticalapplications

PRODUCT CODER-SPL-LE-08080/25

anchor name

anchor length

thread diameter

fixture thickness

Size

Anchor length Max. fixture thickness

Product codeL tfix

[mm]

M8 65 10 R-SPL-LE-08080/25

M10 75 15 R-SPL-LE-10090/25

M12 90 15 R-SPL-LE-12100/25

M16 135 15 R-SPL-LE-16130/30

R-SP

L-LE

dESIGn mEtHod(according to EUROCODE 1)

SK : Characteristic loadSD : Design loadRD : Anchor’s design resistanceRK : Anchor’s characteristic resistance (tension force, shear

force and oblique force)γF : Partial safety factor = 1.4 (load) γM: Partial safety factor (resistance)

RKγM

SK x γF = SD ≤ RD =


23 a

mECHanICal fEatUrES

Size M8 M10 M12 M16

Nominal tensile strength fuk [N/mm2] 800 800 800 800

Nominal yield stress fyk [N/mm2] 640 640 640 640

Cross-sectional area As [mm2] 36.6 58.0 84.3 157.0

Section modulus Wel [mm3] 31.2 62.3 109.2 277.5

Characteristic bending moment M0rk,s [Nm] 30.0 59.8 104.8 266.4

Allowable bending moment M [Nm] 17.1 34.2 59.9 152.2

InStallatIon GUIdE

1. Drill a hole of required diameter and depth through clearance hole in the fixture into concrete.2. Remove debris and thoroughly clean hole.3. Insert SafetyPlus™ anchor through fixture into hole and tap home.4. Tighten using tension wrench to the recommended torque.

InStallatIon data

Size M8 M10 M12 M16

Anchor diameter d [mm] 8 10 12 16

Hole diameter in substrate d0 [mm] 12 15 18 24

Hole diameter in fixture df [mm] 14 17 20 26

Minimum hole depth h0 [mm] 55 70 85 100

Minimum installation depth hnom [mm] 50 65 75 90

Minimum substrate thickness hmin [mm] 100 110 130 165

Torque Tinst [Nm] 25 50 80 180

Minimum spacing smin [mm] 120 140 160 180

Minimum edge distance cmin [mm] 60 70 80 110

R-SPL-LE


a 24

Size M8 M10 M12 M16Embedment depth hef [mm] 40 50 60 75TENSION LOADSSTEEL FAILURECharacteristic resistance NRk [kN] 29.3 46.4 67.4 125.0Design resistance γMs = 1.5 NRd [kN] 19.5 30.9 44.9 83.3PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 12.0 16.0 25.0 40.0Design resistance * NRd [kN] 6.7 8.9 11.9 19.0


Spacing scr,N [mm] 120 150 180 225Edge distance ccr,N [mm] 60 75 90 113SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 150 170 200 230Characteristic resistance for cmin vRk,c [kN] 18.9 29.5 44.0 77.2Design resistance γMc = 1.8 vRd,c [kN] 10.5 16.5 24.5 42.9Edge distance ccr,v [mm] 149 185 220 275CONCRETE PRyOUT FAILURE C20/25

k -- 1 1 2 2Characteristic resistance vRk,cp [kN] 12 16 50 80Design resistance γMc = 1.8 vRd,cp [kN] 6.7 8.9 27.8 44.4STEEL FAILURECharacteristic resistance with distance sleeve vRk,s [kN] 25.7 39.7 56.5 90.1Design resistance γMs = 1.5 vRd,s [kN] 17.1 26.5 37.7 60.1

pErformanCE data



cN [mm] M8 M10 M12 M1660 1.00 75 1.00 90 1.00

115 1.00


cv [mm] M8 M10 M12 M1660 1.00 70 1.26 75 1.40 1.00 90 1.84 1.31 1.00

100 2.15 1.54 1.17 115 2.58 1.85 1.41 1.01125 3.01 2.15 1.64 1.17145 3.76 2.69 2.04 1.46150 2.83 2.15 1.54170 3.41 2.60 1.86185 3.87 2.95 2.11200 3.31 2.37220 3.82 2.73250 3.31275 3.82

Spacing

s [mm] M8 M10 M12 M1660 0.75 70 0.79 0.73 80 0.83 0.77 0.72

100 0.92 0.83 0.78 0.72125 1.00 0.92 0.85 0.78150 1.00 0.92 0.83180 1.00 0.90210 0.97225 1.00


R-SP

L-LE


25 a

r-SoC – Socket anchor




RKγM



fEatUrES:• 8.8gradesteel,zinc-platedmin.5μm• Themostdemandingsafetycriticalapplications

PRODUCT CODER-SOC-08095/15

anchor name

anchor length

thread diameter

fixture thickness


Size


Product codeL tfix

[mm]

M8 55 - R-SOC-08

M10 67 - R-SOC-10

M12 80 - R-SOC-12

M16 95 - R-SOC-16

M20 115 - R-SOC-20

R-SOC


a 26

mECHanICal fEatUrES

1. Screw studding into socket. Assemble two nuts at the other end of the studding.2. Ensuring nuts are securely locked together, apply the recommended torque through the top nut. Carefully slacken and remove nuts.3. Apply fixture, washer and hexagon nut.4. Apply torque to ensure clamping of fixture against concrete surface.

Size M8 M10 M12 M16 M20







InStallatIon data

Size M8 M10 M12 M16 M20

Anchor diameter d [mm] 8 10 12 16 20


Hole diameter in fixture df [mm] 10 12 14 18 24

SET FLUSH TO SURFACE




Torque for stud 4.6 Tinst [Nm] 11 22 39 96 187

SET AT DEPTH




Torque for stud 4.6 Tinst [Nm] 19 37 65 163 280

Minimum spacing smin [mm] 120 140 160 180 125

Minimum edge distance cmin [mm] 60 70 80 110 188

InStallatIon GUIdE

R-SO

C


27 a

Size M8 M10 M12 M16 M20

Embedment depth hef [mm] 45 55 65 80 95

TENSION LOADS

STEEL FAILURE 4.6 GRADE

Characteristic resistance NRk,s [kN] 14.6 23.2 33.7 62.8 98.0Design resistance γMs = 1.5 NRd,s [kN] 9.7 15.5 22.5 41.9 65.3





PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25

Characteristic resistance NRk [kN] 12.0 16.0 25.0 40.0 50.0Design resistance * NRd [kN] 6.7 8.9 11.9 19.0 33.3


Spacing scr,N [mm] 135 165 195 240 285Edge distance ccr,N [mm] 68 83 98 120 143

pErformanCE data – SEt flUSH to SUrfaCE



cN [mm] M8 M10 M12 M16 M20

70 1.00 80 0.98 90 1.00 0.94

100 1.00 120 1.00 145 1.00

Spacing

s [mm] M8 M10 M12 M16 M20

60 0.72 70 0.76 0.71 80 0.80 0.74 0.71

100 0.87 0.80 0.76 0.71 125 0.96 0.88 0.82 0.76 0.72135 1.00 0.91 0.85 0.78 0.74150 0.95 0.88 0.81 0.76165 1.00 0.92 0.84 0.79185 0.97 0.89 0.82200 1.00 0.92 0.85240 1.00 0.92285 1.00


R-SOC


a 28

Size M8 M10 M12 M16 M20

Embedment depth hef [mm] 60 70 80 100 125

TENSION LOADS








Characteristic resistance NRk [kN] 16.0 20.0 30.0 50.0 60.0Design resistance * NRd [kN] 8.9 11.1 14.3 23.8 40.0


Spacing scr,N [mm] 180 210 240 300 375Edge distance ccr,N [mm] 90 105 120 150 188

pErformanCE data – SEt at dEptH



cN [mm] M8 M10 M12 M16 M20

90 1.00 105 1.00 120 1.00 150 1.00 190 1.00

Spacing

s [mm] M8 M10 M12 M16 M20

60 0.67 70 0.69 0.67 80 0.72 0.69 0.67

100 0.78 0.74 0.71 0.67 125 0.85 0.80 0.76 0.71 0.67135 0.88 0.82 0.78 0.73 0.68150 0.92 0.86 0.81 0.75 0.70165 0.96 0.89 0.84 0.78 0.72180 1.00 0.93 0.88 0.80 0.74200 0.98 0.92 0.83 0.77210 1.00 0.94 0.85 0.78240 1.00 0.90 0.82260 0.93 0.85300 1.00 0.90375 1.00


R-SO

C


29 a

r-rB (raWlBolt®) – all purpose expansion anchor

BaSE matErIalS:• concrete,stone• Installationinhollowsubstrates

fEatUrES:• Carbonsteel,zinc-platedmin.5μm• R-RBL–LooseBolt• R-RBP–BoltProjecting• R-RBL-H–HookBolt• R-RBL-E–EyeBolt• Widerangeofanchordiameters• Themostdemandingsafetycriticalapplications

PRODUCT CODER-RBL-M08/25

anchor name

thread diameter

fixture thickness

r-rBl

r-rBp

r-rBl-H r-rBl-E






R-RB


a 30


Size

Anchor length Max. fixture thickness Product code

L tfixLoosebolt Bolt projecting

[mm] [mm]

M6

55 10 R-RBL-M06/10 -65 10 - R-RBP-M06/1070 25 R-RBL-M06/2580 25 - R-RBP-M06/2585 40 R-RBL-M06/40 -

115 60 - R-RBP-M06/40

M8

65 10 R-RBL-M08/10 -75 10 - R-RBP-M08/1080 25 R-RBL-M08/25 -90 25 - R-RBP-M08/2595 40 R-RBL-M08/40 -

125 60 - R-RBP-M08/40

M10

75 15 R-RBL-M10/15 -90 15 - R-RBP-M10/1590 25 R-RBL-M10/25 -

105 30 - R-RBP-M10/30115 50 R-RBL-M10/50 -135 60 - R-RBP-M10/60140 75 R-RBL-M10/75 -

M12

90 15 R-RBL-M12/15 -105 25 R-RBL-M12/25 -110 15 - R-RBP-M12/15120 40 R-RBL-M12/40 -125 30 - R-RBP-M12/30140 60 R-RBL-M12/60 -170 75 - R-RBP-M12/75

M16

135 15 R-RBL-M16/15 -150 15 - R-RBP-M16/15150 30 R-RBL-M16/30 -170 35 - R-RBP-M16/35180 60 R-RBL-M16/60 -210 75 - R-RBP-M16/75

M20

170 15 - R-RBP-M20/15185 30 - R-RBP-M20/30195 60 R-RBL-M20/60 -235 100 R-RBL-M20/100 -255 100 - R-RBP-M20/100

M24

255 75 - R-RBP-M24/75255 100 R-RBL-M24/100 -300 120 - R-RBP-M24/120300 150 R-RBL-M24/150 -

R-RB


31 a

InStallatIon data

Size M6 M8 M10 M12 M16 M20 M24

Anchor diameter d [mm] 6 8 10 12 16 20 24

Hole diameter in substrate d0 [mm] 12 14 16 20 25 32 38

Hole diameter in fixture* df [mm] 7 9 11 13 17 22 26

Minimum hole depth h0 [mm] 50 55 65 85 125 140 160

Minimum installation depth hnom [mm] 45 50 60 75 115 130 150

Minimum substrate thickness hmin [mm] 100 100 100 120 190 230 250

Torque Tinst [Nm] 6.5 15 27 50 120 230 400

Minimum spacing smin [mm] 40 40 50 60 95 115 125

Minimum edge distance cmin [mm] 53 60 75 90 143 173 188


Size M6 M8 M10 M12 M16 M20 M24

Nominal tensile strength fuk [N/mm2] 520 520 520 520 520 520 520

Nominal yield stress fyk [N/mm2] 420 420 420 420 420 420 420

Cross-sectional area As [mm2] 20.1 36.6 58.0 84.3 157.0 245.0 352.8

Section modulus Wel [mm3] 12.7 31.2 62.3 109.2 277.5 541.0 935.0

Characteristic bending moment M0rk,s [Nm] 7.9 19.5 38.9 68.1 173.2 337.6 583.4

Allowable bending moment M [Nm] 4.5 11.1 22.2 38.9 98.9 192.9 333.4

Size

Anchor length Product code

LHookbolt Eyebolt

[mm]

M673 R-RBL-M06E -

83 - R-RBP-M06H

M887 R-RBL-M08E -

98 - R-RBP-M08H

M10108 R-RBL-M10E -

120 - R-RBP-M10H

M12130 R-RBL-M12E -

145 - R-RBP-M12H

Standard lEnGtH of anCHorS (cont.)

* not through anchoring

R-RB


a 32

InStallatIon GUIdE

1. Drill a hole of required diameter and depth.Note: When fixing into brickwork, mortar joints should be avoided.2. Remove debris and thoroughly clean hole with brush and pump.3. Remove bolt and washer. Insert shield and place fixture over the hole.4. Insert bolt with washer through the fixture and tighten to the recommen-ded torque.

1. Drill a hole of required diameter and depth.Note: When fixing into brickwork, mortar joints should be avoided.2. Remove debris and thoroughly clean hole with brush and pump.3. Remove nut and washer and insert anchor into hole. Position fixture over the thread.4. Add washer and nut and tighten to recommended torque.

1. Drill a hole of required diameter and depth.Note: When fixing into brickwork, mortar joints should be avoided.2. Remove debris and thoroughly clean hole with brush and pump.3. Insert the Eye Bolt or Hook Bolt and position accordingly.4. Tighten to recommended torque, using the nut (not the eye, hook).

r-rBl

r-rBp

r-rBl-H

r-rBl-E

R-RB


33 a

Size M6 M8 M10 M12 M16 M20 M24Embedment depth hef [mm] 35 40 50 60 95 115 125TENSION LOADSSTEEL FAILURECharacteristic resistance NRk,s [kN] 10.0 18.3 29.0 42.1 78.5 122.5 176.4Design resistance γMs = 1.5 NRd,s [kN] 5.6 10.2 16.1 23.4 43.6 68.1 98.0PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 9.6 12.1 16.7 24.6 57.4 79.4 99.0Design resistance γMc = 2.16 NRd [kN] 4.4 5.6 7.7 11.4 26.6 36.8 45.8Spacing scr,N [mm] 105 120 150 180 285 345 375Edge distance ccr,N [mm] 53 60 75 90 143 173 188SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 53 60 75 90 143 173 188Characteristic resistance for cmin vRk,c [kN] 5.3 6.9 10.5 15.3 35.9 53.4 64.8Design resistance γMc = 1.8 vRd,c [kN] 3.0 3.8 5.8 8.5 19.9 29.7 36.0Edge distance ccr,v [mm] 51 72 93 111 152 189 231STEEL FAILURECharacteristic resistance vRk,s [kN] 5.0 9.1 14.5 21.0 39.2 61.2 88.2Design resistance γMs = 1.25 vRd,s [kN] 4.0 7.3 11.6 16.8 31.4 49.0 70.6

pErformanCE data



cN [mm]

M6 M8 M10 M12 M16 M20 M24

53 1.0060 1.0075 1.0090 1.00

145 1.00175 1.00190 1.00


cv [mm]

M6 M8 M10 M12 M16 M20 M24

53 1.00 60 1.0065 1.0870 1.1780 1.0790 1.20 1.00

100 1.11110 1.22143 1.00150 1.05173 1.00188 1.09 1.00200 1.06230 1.22

Spacing

s [mm]

M6 M8 M10 M12 M16 M20 M24

35 0.67 40 0.69 0.67 50 0.74 0.71 0.67 60 0.79 0.75 0.70 0.67 70 0.83 0.79 0.73 0.69 80 0.88 0.83 0.77 0.72 95 0.95 0.90 0.82 0.76 0.67

105 1.00 0.94 0.85 0.79 0.68 115 0.98 0.88 0.82 0.70 0.67 125 1.00 0.92 0.85 0.72 0.68 0.67150 1.00 0.92 0.76 0.72 0.70180 1.00 0.82 0.76 0.74230 0.90 0.83 0.81285 1.00 0.91 0.88345 1.00 0.96375 1.00

R-RB


a 34

r-Xpt – throughbolt zinc plated, r-Xpt-Hd – throughbolt hot dip galvanized


fEatUrES:• Carbonsteel,zincelectroplatedmin.5μm(R-XPT)• Carbonsteel,hotdipgalvanized(R-XPT-HD)• Widerangeofanchordiameters• Throughanchoring• Widerangeofanchorlengths






PRODUCT CODER-XPT-10080/20

R-XPT-HD-06050/10

anchor name

zinccoattype


fixture thickness

Size

Anchor length Max. fixture thicknessProduct code

Zinc electroplatedProduct code

HotDipGalvanizedL Standard tfix Reduced tfix

[mm]

M6

50 - 10 R-XPT-06050/10* R-XPT-HD-06050/10*65 5 25 R-XPT-06065/5* —85 25 45 R-XPT-06085/25* R-XPT-HD-06085/25*

100 40 60 R-XPT-06100/40* R-XPT-HD-06100/40*

M8

50 - 5 R-XPT-08050/5* R-XPT-HD-08050/5*60 - 10 R-XPT-08060/10 R-XPT-HD-08060/10*65 - 15 R-XPT-08065/15 R-XPT-HD-08065/15*75 10 25 R-XPT-08075/10 R-XPT-HD-08075/10*80 15 30 R-XPT-08080/15 R-XPT-HD-08080/15*85 20 35 R-XPT-08085/20 —95 30 45 R-XPT-08095/30 R-XPT-HD-08095/30*

115 50 65 R-XPT-08115/50 R-XPT-HD-08115/50*140 75 90 R-XPT-08140/75 R-XPT-HD-08140/75*150 85 100 R-XPT-08150/85 —


R-XP

T


35 a


Size

Anchor length Max. fixture thicknessProduct code

Zinc electroplatedProduct code

HotDipGalvanizedL Standard tfix Reduced tfix

[mm]

M10

65 - 5 R-XPT-10065/5 R-XPT-HD-10065/5*80 10 20 R-XPT-10080/10 R-XPT-HD-10080/10*95 25 35 R-XPT-10095/25 R-XPT-HD-10095/25*

115 45 55 R-XPT-10115/45 R-XPT-HD-10115/45*130 60 70 R-XPT-10130/60 R-XPT-HD-10130/60*140 70 80 R-XPT-10140/70 R-XPT-HD-10140/70*150 80 90 R-XPT-10150/80 —180 110 120 R-XPT-10180/110 —

M12

80 - 5 R-XPT-12080/5 R-XPT-HD-12080/5*100 5 25 R-XPT-12100/5 R-XPT-HD-12100/5*120 25 45 R-XPT-12120/25 R-XPT-HD-12120/25*125 30 50 R-XPT-12125/30 R-XPT-HD-12125/30*135 40 60 R-XPT-12135/40 R-XPT-HD-12135/40*140 45 65 R-XPT-12140/45 —150 55 75 R-XPT-12150/55 R-XPT-HD-12150/55*180 85 105 R-XPT-12180/85 R-XPT-HD-12180/85*220 125 145 R-XPT-12220/125* R-XPT-HD-12220/125*300 205 225 R-XPT-12300/205* —

M16

90 - 10** R-XPT-16090/10* —100 - 5 R-XPT-16100/5 R-XPT-HD-16100/5*105 - 10 R-XPT-16105/10 R-XPT-HD-16105/10*125 5 25 R-XPT-16125/5 R-XPT-HD-16125/5*140 20 40 R-XPT-16140/20 R-XPT-HD-16140/20*150 30 50 R-XPT-16150/30 R-XPT-HD-16150/30*160 40 60 R-XPT-16160/40 —180 60 80 R-XPT-16180/60 R-XPT-HD-16180/60*220 100 120 R-XPT-16220/100* R-XPT-HD-16220/100*280 160 180 R-XPT-16280/160* —

M20

125 - 5 R-XPT-20125/5 R-XPT-HD-20125/5*160 20 40 R-XPT-20160/20 R-XPT-HD-20160/20*200 60 80 R-XPT-20200/60* R-XPT-HD-20200/80*300 160 180 R-XPT-20300/160* —

M24180 20 35 R-XPT-24180/20* —260 100 115 R-XPT-24260/100* R-XPT-HD-24260/100*300 140 155 R-XPT-24300/140* —

* Not covered by ETA** effective embedment depth 65 mm

R-XPT


a 36


Size M8 M10 M12 M16 M20 M24

Nominal tensile strength fuk [N/mm2] 710 710 710 710 710 710Nominal yield stress fyk [N/mm2] 531 531 531 531 531 531Cross-sectional area (on thread) As [mm2] 36.6 58.0 84.3 157.0 245.0 352.8Section modulus Wel [mm3] 31.2 62.3 109.2 277.5 541.0 935.0Characteristic bending moment M0

rk,s [Nm] 18.0 35.9 62.9 159.8 337.6 583.4Allowable bending moment M [Nm] 10.3 20.5 35.9 91.3 192.9 333.4

InStallatIon data

Size M6 M8 M10 M12 M16 M20 M24

Anchor diameter d [mm] 6 8 10 12 16 20 24Hole diameter in substrate d0 [mm] 6 8 10 12 16 20 24Hole diameter in fixture df [mm] 7 9 11 13 18 22 26Torque Tinst [Nm] 5 15 30 50 100 200 300

STANDARD EMBEDMENT DEPTHMinimum hole depth h0 [mm] 55 60 65 85 105 125 140Minimum installation depth hnom, s [mm] 50 55 59 80 100 119 135Minimum substrate thickness hmin [mm] 100 100 100 136 170 200 240Minimum spacing smin [mm] 45 50 55 75 90 140 180Minimum edge distance cmin [mm] 50 55 65 90 105 160 200

REDUCED EMBEDMENT DEPTHMinimum hole depth h0 [mm] 35 45 55 65 85 105 125Minimum installation depth hnom, r [mm] 30 40 49 60 80 99 120Minimum substrate thickness hmin [mm] 100 100 100 100 130 160 200Minimum spacing smin [mm] 40 45 55 100 100 125 160Minimum edge distance cmin [mm] 45 50 65 100 100 125 160

1. Drill a hole of required diameter and depth.2. Remove debris and thoroughly clean hole with brush and pump.3. Lightly tap the throughbolt through the fixture into hole with a hammer, until fixing depth is reached.4. Tighten to the recommended torque.

InStallatIon GUIdE

R-XP

T


37 a

STANDARD EMBEDMENT DEPTHSize M6* M8 M10 M12 M16 M20 M24*

Embedment depth hef [mm] 42 47 49 68 85 99 112TENSION LOADSSTEEL FAILURECharacteristic resistance NRk,s [kN] 8.1 15.8 25.2 37.3 66.1 101.0 137.2Design resistance γMs = 1.4 NRd,s [kN] 5.8 11.3 18.0 26.6 47.2 72.1 98.0PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 6.8 12.0 12.0 25.0 40.0 40.0 50.0Design resistance γMc = 1.8 NRd [kN] 3.8 6.7 6.7 13.9 22.2 22.2 27.8

Increasing factor and Partial safety factorC30/37 -- 1.1 1.1 1.37 1.16 1.17 1.3 1.1C40/50 -- 1.21 1.21 1.74 1.33 1.34 1.59 1.21C50/60 -- 1.32 1.32 2.1 1.49 1.52 1.89 1.32

Spacing scr,N [mm] 126 141 147 204 255 297 336Edge distance ccr,N [mm] 63 71 74 102 128 149 168SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 50 55 65 90 105 160 200Characteristic resistance for cmin vRk,c [kN] 4.1 5.3 7.3 13.4 19.3 40.1 60.6Design resistance γMc = 1.8 vRd,c [kN] 2.3 2.9 4.1 7.5 10.7 22.3 33.7Edge distance ccr,v [mm] 61 85 109 130 179 226 274CONCRETE PRyOUT FAILURE C20/25

k -- 1 1 1 2 2 2 2Characteristic resistance vRk,cp [kN] 6.8 12 12 50 80 80 100Design resistance γMc = 1.8 vRd,cp [kN] 3.8 6.7 6.7 27.8 44.4 44.4 55.6STEEL FAILURECharacteristic resistance vRk,s [kN] 5.5 10.1 16.0 23.3 43.0 67.4 97.1Design resistance γMs = 1.25 vRd,s [kN] 4.4 8.1 12.8 18.6 34.4 53.9 77.7

pErformanCE data



cN [mm]

M6 M8 M10 M12 M16 M20 M24

45 50 0.84 55 0.90 0.83 60 0.96 0.88 65 1.00 0.94 0.91 70 0.99 0.96 80 1.00 1.00 90 0.91

100 0.98 105 1.00 0.86 115 0.92 125 0.98 140 1.00 160 1.00 180 200 1.00250


cv [mm]

M6 M8 M10 M12 M16 M20 M24

40 50 1.00 55 1.10 1.00 60 1.20 1.09 65 1.18 1.00 70 1.27 1.08 80 1.45 1.23 90 1.38 1.00

105 1.62 1.17 1.00 120 1.33 1.14 140 1.33 160 1.52 1.00 175 1.67 1.09 200 1.25 1.00220 1.38 1.10240 1.20260 1.30280

Spacing

s [mm]

M6 M8 M10 M12 M16 M20 M24

40 45 0.68 50 0.70 0.68 55 0.72 0.70 0.69 60 0.74 0.71 0.70 75 0.80 0.77 0.76 0.68 80 0.82 0.78 0.77 0.70 90 0.86 0.82 0.81 0.72 0.68

105 0.92 0.87 0.86 0.76 0.71 125 1.00 0.94 0.93 0.81 0.75 140 1.00 0.98 0.84 0.77 0.74 150 1.00 0.87 0.79 0.75 180 0.94 0.85 0.80 0.77200 0.99 0.89 0.84 0.80250 1.00 0.99 0.92 0.87295 1.00 1.00 0.94335 1.00360

* Not covered by ETA

R-XPT


a 38

REDUCED EMBEDMENT DEPTHSize M6* M8 M10 M12 M16 M20 M24*


Increasing factor and Partial safety factorC30/37 -- 1.1 1.1 1.37 1.16 1.17 1.3 1.1C40/50 -- 1.21 1.21 1.74 1.33 1.34 1.59 1.21C50/60 -- 1.32 1.32 2.1 1.49 1.5 1.89 1.32

Spacing scr,N [mm] 66 96 117 144 195 237 291Edge distance ccr,N [mm] 33 48 59 72 98 119 146SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 45 50 65 100 100 125 160Characteristic resistance for cmin vRk,c [kN] 3.1 4.2 7.0 14.7 17.0 26.4 42.1Design resistance γMc = 1.8 vRd,c [kN] 1.7 2.4 3.9 8.2 9.5 14.7 23.4Edge distance ccr,v [mm] 66 89 113 136 186 233 279CONCRETE PRyOUT FAILURE C20/25

k -- 1 1 1 1 2 2 2Characteristic resistance vRk,cp [kN] 4.5 9 9 16 60 70 97.8Design resistance γMc = 1.8 vRd,cp [kN] 2.5 5.0 5.0 8.9 33.3 38.9 54.3STEEL FAILURECharacteristic resistance vRk,s [kN] 5.5 10.1 16.0 23.3 43.0 67.4 97.1Design resistance γMs = 1.25 vRd,s [kN] 4.4 8.1 12.8 18.6 34.4 53.9 77.7

pErformanCE data



cN [mm]

M6 M8 M10 M12 M16 M20 M24

40 45 1.00 50 1.00 55 60 65 1.00 70 80 90

100 1.00 1.00 105 115 125 1.00 140 160 1.00180


cv [mm]

M6 M8 M10 M12 M16 M20 M24

40 45 1.00 50 1.11 1.00 55 1.22 1.10 60 1.33 1.20 65 1.44 1.30 1.00 70 1.40 1.08 80 1.60 1.23 90 1.38

100 1.54 1.00 1.00 125 1.25 1.25 1.00 140 1.40 1.12 160 1.60 1.28 1.00175 1.75 1.40 1.09190 1.52 1.19220 1.76 1.38260 1.63320

Spacing

s [mm]

M6 M8 M10 M12 M16 M20 M24

40 0.80 45 0.84 0.73 50 0.88 0.76 55 0.92 0.79 0.74 60 0.95 0.81 0.76 70 1.00 0.86 0.80 80 0.92 0.84 90 0.97 0.88

100 1.00 0.93 0.85 0.76 125 1.00 0.93 0.82 0.76 150 1.00 0.88 0.82 160 0.91 0.84 0.77180 0.96 0.88 0.81200 1.00 0.92 0.84250 1.00 0.93295 1.00335


R-XP

T


39 a

r-Xpt-a4 – Stainless steel throughbolt


fEatUrES:• A4stainlesssteel• Widerangeofanchordiameters• Throughfixtureinstallation• Widerangeofanchorlengths

PRODUCT CODER-XPT-A4-10080/20

anchor name


stainless steel

fixture thickness

Size


Product codeL Standard tfix Reduced tfix

[mm] [mm] [mm]

M650 - 10 R-XPT-A4-06050/1070 15 35 R-XPT-A4-06070/1585 25 45 R-XPT-A4-06085/25

M8

60 - 10 R-XPT-A4-08060/1075 10 25 R-XPT-A4-08075/1085 20 35 R-XPT-A4-08085/2095 30 45 R-XPT-A4-08095/30

105 40 55 R-XPT-A4-08105/40115 50 65 R-XPT-A4-08115/50





RKγM


R-XPT-A4


a 40


Size



[mm] [mm] [mm]

M10

65 - 5 R-XPT-A4-10065/580 10 20 R-XPT-A4-10080/1095 25 35 R-XPT-A4-10095/25

115 45 55 R-XPT-A4-10115/45130 60 70 R-XPT-A4-10130/60140 70 80 R-XPT-A4-10140/70

M12

80 - 5 R-XPT-A4-12080/5100 5 25 R-XPT-A4-12100/5125 30 50 R-XPT-A4-12125/30150 55 75 R-XPT-A4-12150/55180 85 105 R-XPT-A4-12180/85

M16

125 5 25 R-XPT-A4-16125/5140 20 40 R-XPT-A4-16140/20150 30 50 R-XPT-A4-16150/30180 60 80 R-XPT-A4-16180/60220 100 120 R-XPT-A4-16220/100

M20

125 - 5 R-XPT-A4-20125/5160 20 40 R-XPT-A4-20160/20200 60 80 R-XPT-A4-20200/60300 160 180 R-XPT-A4-20300/160

M24 260 100 115 R-XPT-A4-24260/100


Size M6 M8 M10 M12 M16 M20 M24

Nominal tensile strength fuk [N/mm2] 800 500 500 500 500 500 500

Nominal yield stress fyk [N/mm2] 600 210 210 210 210 210 210



Characteristic bending moment M0rk,s [Nm] 12.2 18.7 37.4 65.5 166.5 324.6 561.0

Allowable bending moment M [Nm] 7.0 10.7 21.4 37.4 95.1 185.5 320.6

R-XP

T-A4


41 a

InStallatIon data

Size M6 M8 M10 M12 M16 M20 M24

Anchor diameter d [mm] 6 8 10 12 16 20 24Hole diameter in substrate d0 [mm] 6 8 10 12 16 20 24Hole diameter in fixture df [mm] 7 9 11 13 18 22 26Torque Tinst [Nm] 5 15 25 60 110 180 320

STANDARD EMBEDMENT DEPTHMinimum hole depth h0 [mm] 55 60 65 85 105 125 140Minimum installation depth hnom, s [mm] 50 55 59 80 100 119 135Minimum substrate thickness hmin [mm] 100 100 100 136 170 200 240Minimum spacing smin [mm] 45 50 55 75 90 140 180Minimum edge distance cmin [mm] 50 55 65 90 105 160 200

REDUCED EMBEDMENT DEPTHMinimum hole depth h0 [mm] 35 45 55 65 85 105 125Minimum installation depth hnom, r [mm] 30 40 49 60 80 99 120Minimum substrate thickness hmin [mm] 100 100 100 100 130 160 200Minimum spacing smin [mm] 40 45 55 100 100 125 160Minimum edge distance cmin [mm] 45 50 65 100 100 125 160


InStallatIon GUIdE

R-XPT-A4


a 42

pErformanCE data


STANDARD EMBEDMENT DEPTHSize M6 M8 M10 M12 M16 M20 M24

Embedment depth hef [mm] 42 47 49 68 85 99 112TENSION LOADSSTEEL FAILURECharacteristic resistance NRk,s [kN] 16,1 18,3 29,0 42,2 78,5 122,5 176,4Design resistance γMs = 1.8 NRd,s [kN] 9,0 10,2 16,1 23,4 43,6 68,1 98,0PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 7,6 11,1 17,5 26,3 40,5 54,3 64,7Design resistance γMc = 2.16 NRd [kN] 3,5 5,1 8,1 12,2 18,8 25,1 30,0


Spacing scr,N [mm] 126 141 147 204 255 297 336Edge distance ccr,N [mm] 63 71 74 102 128 149 168SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 50 55 65 90 105 160 200Characteristic resistance for cmin vRk,c [kN] 4,1 5,3 7,3 13,4 19,3 40,1 60,6Design resistance γMc = 1.8 vRd,c [kN] 2,3 2,9 4,1 7,5 10,7 22,3 33,7Edge distance ccr,v [mm] 78 79 103 122 168 212 257STEEL FAILURECharacteristic resistance vRk,s [kN] 8,0 9,1 14,5 21,1 39,2 61,2 88,2Design resistance γMs = 1.5 vRd,s [kN] 5,3 6,1 9,7 14,1 26,1 40,8 58,8


cN [mm]

M6 M8 M10 M12 M16 M20 M24

50 0.84 55 0.90 0.83 60 0.96 0.88 65 1.00 0.94 0.91 70 0.99 0.96 75 1.00 1.00 90 0.91

100 0.98 105 1.00 0.86 115 0.92 130 1.00 160 1.00 200 1.00


cv [mm]

M6 M8 M10 M12 M16 M20 M24

50 1.00 55 1.10 1.00 60 1.20 1.09 65 1.30 1.18 1.00 75 1.50 1.36 1.15 90 1.38 1.00

100 1.54 1.11 105 1.17 1.00 120 1.33 1.14 140 1.33 160 1.52 1.00 180 1.13 200 1.25 1.00220 1.10250 1.25

Spacing

s [mm]

M6 M8 M10 M12 M16 M20 M24

45 0.68 50 0.70 0.68 55 0.72 0.70 0.69 60 0.74 0.71 0.70 75 0.80 0.77 0.76 0.68 80 0.82 0.78 0.77 0.70 90 0.86 0.82 0.81 0.72 0.68

105 0.92 0.87 0.86 0.76 0.71 125 1.00 0.94 0.93 0.81 0.75 140 1.00 0.98 0.84 0.77 0.74 150 1.00 0.87 0.79 0.75 180 0.94 0.85 0.80 0.77205 1.00 0.90 0.85 0.81230 0.95 0.89 0.84255 1.00 0.93 0.88280 0.97 0.92300 1.00 0.95335 1.00


R-XP

T-A4


43 a

pErformanCE data

REDUCED EMBEDMENT DEPTHSize M6 M8 M10 M12 M16 M20 M24



Spacing scr,N [mm] 66 96 117 144 195 237 291Edge distance ccr,N [mm] 33 48 59 72 98 119 146SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 45 50 65 100 100 125 160Characteristic resistance for cmin vRk,c [kN] 3.1 4.2 7.0 14.7 17.0 26.4 42.1Design resistance γMc = 1.8 vRd,c [kN] 1.7 2.4 3.9 8.2 9.5 14.7 23.4Edge distance ccr,v [mm] 85 83 106 127 174 219 262STEEL FAILURECharacteristic resistance vRk,s [kN] 8.0 9.1 14.5 21.1 39.2 61.2 88.2Design resistance γMs = 1.5 vRd,s [kN] 5.3 6.1 9.7 14.1 26.1 40.8 58.8



cN [mm]

M6 M8 M10 M12 M16 M20 M24

45 1.00 50 1.00 65 1.00

100 1.00 1.00 125 1.00 160 1.00


cv [mm]

M6 M8 M10 M12 M16 M20 M24

45 1.00 50 1.11 1.00 60 1.33 1.20 65 1.44 1.30 1.00 80 1.78 1.60 1.23 90 1.38

100 1.54 1.00 1.00 125 1.25 1.25 1.00 140 1.40 1.12 160 1.60 1.28 1.00180 1.44 1.13200 1.60 1.25230 1.44260 1.63

Spacing

s [mm]

M6 M8 M10 M12 M16 M20 M24

40 0.80 45 0.84 0.73 50 0.88 0.76 55 0.92 0.79 0.74 60 0.95 0.81 0.76 70 1.00 0.86 0.80 85 0.94 0.86

100 1.00 0.93 0.85 0.76 115 0.99 0.90 0.79 125 1.00 0.93 0.82 0.76 145 1.00 0.87 0.81 160 0.91 0.84 0.77180 0.96 0.88 0.81200 1.00 0.92 0.84220 0.96 0.88240 1.00 0.91270 0.96300 1.00

R-XPT-A4


a 44

r-Hpt – throughbolt for cracked concrete

BaSE matErIalS:• concrete,stone• crackedconcrete

fEatUrES:• Carbonsteel,zinc-platedmin.5μm• Widerangeofanchordiameters• Throughanchoring


PRODUCT CODER-HPT-10080/20

anchor name


fixture thickness






Size



[mm] [mm] [mm]

M8

50 - 5 R-HPT-08050/5

65 - 15 R-HPT-08065/15

80 15 30 R-HPT-08080/15

105 40 55 R-HPT-08105/40

120 55 70 R-HPT-08120/55

M10

65 - 5 R-HPT-10065/5

80 7 16 R-HPT-10080/7

95 22 32 R-HPT-10095/22

115 42 52 R-HPT-10115/42

130 57 67 R-HPT-10130/57

R-HP

T


45 a

Size



[mm] [mm] [mm]

M12

80 - 5 R-HPT-12080/5

100 4 24 R-HPT-12100/4

120 24 44 R-HPT-12120/24

135 39 58 R-HPT-12135/39

150 54 73 R-HPT-12150/54

M16

105 - 5 R-HPT-16105/5

140 20 40 R-HPT-16140/20

180 60 80 R-HPT-16180/60

220 100 120 R-HPT-16220/100

M20

125 - 5 R-HPT-20125/5

160 20 40 R-HPT-20160/20

200 60 80 R-HPT-20200/60

300 160 180 R-HPT-20300/160



Size M8 M10 M12 M16 M20







R-HPT


a 46

InStallatIon data

Size M8 M10 M12 M16 M20

Anchor diameter d [mm] 8 10 12 16 20Hole diameter in substrate d0 [mm] 8 10 12 16 20Hole diameter in fixture df [mm] 9 11 13 18 22Torque Tinst [Nm] 15 25 60 110 180

STANDARD EMBEDMENT DEPTHMinimum hole depth h0 [mm] 60 65 85 110 130Minimum installation depth hnom, s [mm] 55 60 80 100 120Minimum substrate thickness hmin [mm] 100 100 140 170 200Minimum spacing smin [mm] 70 75 85 115 160Minimum edge distance cmin [mm] 70 75 85 115 160

REDUCED EMBEDMENT DEPTHMinimum hole depth h0 [mm] 45 55 65 90 110Minimum installation depth hnom, r [mm] 40 50 60 80 100Minimum substrate thickness hmin [mm] 100 100 100 130 160Minimum spacing smin [mm] 80 90 120 150 225Minimum edge distance cmin [mm] 80 90 120 150 225


InStallatIon GUIdE

R-HP

T


47 a

pErformanCE data

* Particular safety factor for: M8, M10, M12 – γMc = 2.1; M16 – γMc = 1.8; M20 – γMc = 1.5** Particular safety factor for: M8, M10, M12 – γMs = 1.25; M16 – γMs = 1.5; M20 – γMs = 1.33



cN [mm]

M8 M10 M12 M16 M20

70 1.00 75 1.00 85 0.85 95 0.93

105 1.00 115 0.92 125 0.98 130 1.00 160 1.00


cv [mm]

M8 M10 M12 M16 M20

70 1.00 75 1.07 1.00 85 1.21 1.13 1.00

100 1.43 1.33 1.18 115 1.53 1.35 1.00 135 1.80 1.59 1.17 140 1.65 1.22 160 1.39 1.00180 1.13200 1.25230 1.44

Spacing

s [mm]

M8 M10 M12 M16 M20

70 0.76 75 0.78 0.75 80 0.80 0.77 85 0.81 0.78 0.70 90 0.83 0.80 0.71

100 0.87 0.83 0.74 115 0.93 0.88 0.77 0.73 135 1.00 0.95 0.82 0.76 150 1.00 0.86 0.79 180 0.93 0.85 0.80210 1.00 0.91 0.85255 1.00 0.93300 1.00

STANDARD EMBEDMENT DEPTHSize M8 M10 M12 M16 M20

Embedment depth hef [mm] 45 50 70 85 100TENSION LOADSSTEEL FAILURECharacteristic resistance NRk,s [kN] 21.0 34.0 50.0 70.0 107.0Design resistance γMs = 1.5 NRd,s [kN] 14.0 22.7 33.3 46.7 71.3PULLOUT FAILURE IN CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 5.0 9.0 12.0 16.0 20.0Design resistance * NRd [kN] 2.4 4.3 5.7 8.9 13.3PULLOUT FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 5.0 9.0 16.0 25.0 40.0Design resistance * NRd [kN] 2.4 4.3 7.6 13.9 26.7


Spacing scr,N [mm] 135 150 210 255 300Edge distance ccr,N [mm] 68 75 105 128 150SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 70 75 85 115 160Characteristic resistance for cmin vRk,c [kN] 5.3 6.4 8.7 15.5 28.1Design resistance γMc = 1.5 vRd,c [kN] 3.5 4.3 5.8 10.3 18.7Edge distance ccr,v [mm] 111 139 143 176 232CONCRETE PRyOUT FAILURE C20/25

k -- 1 1 2 2 2Characteristic resistance vRk,cp [kN] 5 9 32 50 80Design resistance γMc = 1.5 vRd,cp [kN] 3.3 6.0 21.3 33.3 53.3STEEL FAILURECharacteristic resistance vRk,s [kN] 15.0 23.0 27.0 42.0 70.0Design resistance ** vRd,s [kN] 12.0 18.4 21.6 28.0 52.6

R-HPT


a 48

pErformanCE data



cN [mm]

M8 M10 M12 M16 M20

70 80 1.00 90 1.00

120 1.00 150 1.00 225 1.00


cv [mm]

M8 M10 M12 M16 M20

70 80 1.00 90 1.13 1.00

110 1.22 120 1.00 135 1.13 150 1.00 165 1.10 180 1.20 225 1.00230 1.02

Spacing

s [mm]

M8 M10 M12 M16 M20

70 80 0.94 90 1.00 0.88

100 0.92 120 1.00 0.90 135 0.95 150 1.00 0.88 175 0.95 195 1.00 225 0.97240 1.00

REDUCED EMBEDMENT DEPTHSize M8 M10 M12 M16 M20

Embedment depth hef [mm] 30 40 50 65 80TENSION LOADSSTEEL FAILURECharacteristic resistance NRk,s [kN] 21.0 34.0 50.0 70.0 107.0Design resistance γMs = 1.5 NRd,s [kN] 14.0 22.7 33.3 46.7 71.3PULLOUT FAILURE IN CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 3.0 7.5 9.0 16.0 20.0Design resistance * NRd [kN] 1.4 3.6 4.3 8.9 13.3PULLOUT FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 4.0 9.0 9.0 20.0 25.0Design resistance * NRd [kN] 1.9 4.3 4.3 11.1 16.7


Spacing scr,N [mm] 90 120 150 195 240Edge distance ccr,N [mm] 45 60 75 98 120SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 80 90 120 150 225Characteristic resistance for cmin vRk,c [kN] 5.9 8.0 13.6 21.9 44.8Design resistance γMc = 1.5 vRd,c [kN] 4.0 5.3 9.1 14.6 29.9Edge distance ccr,v [mm] 90 112 135 186 233CONCRETE PRyOUT FAILURE C20/25

k -- 1 1 1 2 2Characteristic resistance vRk,cp [kN] 4 9 9 40 50Design resistance γMc = 1.5 vRd,cp [kN] 2.7 6.0 6.0 26.7 33.3STEEL FAILURECharacteristic resistance vRk,s [kN] 10.1 16.0 23.3 43.0 67.4Design resistance ** vRd,s [kN] 8.1 12.8 18.6 28.7 50.7

* Particular safety factor for: M8, M10, M12 – γMc = 2.1; M16 – γMc = 1.8; M20 – γMc = 1.5** Particular safety factor for: M8, M10, M12 – γMs = 1.25; M16 – γMs = 1.5; M20 – γMs = 1.33

R-HP

T


49 a

rESIStanCE to tEnSIon and SHEar loadS UndEr fIrE EXpoSUrE STANDARD EMBEDMENT DEPTH

Size M8 M10 M12 M16 M20Embedment depth hef [mm] 45 50 70 85 100

R (for EI) = 30 minutes

TENSION LOADS

STEEL FAILURECharacteristic resistance NRk,s, fi=30 [kN] 0.4 0.9 1.7 3.1 4.9PULL-OUT FAILURE, CONCRETE C20/25 TO C50/60Characteristic resistance NRk,p,fi=30 [kN] 1.3 2.3 3.0 4.0 5.0CONCRETE EDGE FAILURE C20/25 DO C50/60Characteristic resistance NRk,c,fi=30 [kN] 2.4 3.2 7.4 12.0 18.0SHEAR LOADS

CONCRETE PRyOUT FAILURE C20/25k -- 1 1 2 2 2

Characteristic resistance vRk,cp [kN] 1.3 2.3 6.0 8.0 10.0STEEL FAILURECharacteristic resistance vRk,s,fi=30 [kN] 0.4 0.9 1.7 3.1 4.9


TENSION LOADS





TENSION LOADS

STEEL FAILURECharacteristic resistance NRk,s, fi=90 [kN] 0.3 0.6 1.1 2.0 3.2PULL-OUT FAILURE, CONCRETE C20/25 TO C50/60Characteristic resistance NRk,p,fi=90 [kN] 1.3 2.3 3.0 4.0 5.0CONCRETE EDGE FAILURE C20/25 DO C50/60Characteristic resistance NRk,c,fi=90 [kN] 2.4 3.2 7.4 12.0 18.0

R-HPT


a 50

rESIStanCE to tEnSIon and SHEar loadS UndEr fIrE EXpoSUrE (cont.)


Embedment depth hef,red [mm] 30 40 50 65 80R (for EI) = 30 minutes

TENSION LOADS




STANDARD EMBEDMENT DEPTH

Size M8 M10 M12 M16 M20

SHEAR LOADS




TENSION LOADS




* In absence of other national regulation the particular safety factor for resistance under fire exposure γMs = 1,0 is recommended.

R-HP

T


51 a


R (for EI) = 60 minutesTENSION LOADSSTEEL FAILURECharacteristic resistance NRk,s, fi=60 [kN] 0.3 0.8 1.3 2.4 3.7PULL-OUT FAILURE, CONCRETE C20/25 TO C50/60Characteristic resistance NRk,p,fi=60 [kN] 0.8 1.9 2.3 4.0 5.0CONCRETE EDGE FAILURE C20/25 DO C50/60Characteristic resistance NRk,c,fi=60 [kN] 0.9 1.8 3.2 6.1 10.3SHEAR LOADSCONCRETE PRyOUT FAILURE C20/25

k -- 1 1 1 2 2Characteristic resistance vRk,cp [kN] 0.8 1.9 2.3 8.0 10.0STEEL FAILURECharacteristic resistance vRk,s,fi=60 [kN] 0.3 0.8 1.3 2.4 3.7





rESIStanCE to tEnSIon and SHEar loadS UndEr fIrE EXpoSUrE (cont.)

* In absence of other national regulation the partial safety factor for resistance under fire exposure γMs = 1,0 is recommended.

R-HPT


a 52

r-dCa – Wedge anchor; r-dCl – lipped wedge anchor

BaSE matErIalS:• Substrate:concrete,stone• non-crackedconcreteC20/25

fEatUrES:• R-DCA–5.8gradeofsteel,zinc-plated• R-DCL–5.8gradeofsteel,zinc-plated,withflange

PRODUCT CODER-DCA-M10x40R-DCL-M10x40

anchor name anchor lengthanchor diameter

SizeAnchor length Product code

Lstandard lipped

[mm]M6 30 R-DCA-M6x30 R-DCL-M6x30M8 30 R-DCA-M8x30 R-DCL-M8x30

M10 40 R-DCA-M10x40 R-DCL-M10x40M12 50 R-DCA-M12x50 R-DCL-M12x50M16 65 R-DCA-M16x65 R-DCL-M16x65M20 80 R-DCA-M20x80 -



Size M6 M8 M10 M12 M16 M20

Nominal tensile strength fuk [N/mm2] 520 520 520 520 520 520Nominal yield stress fyk [N/mm2] 420 420 420 420 420 420Cross-sectional area As [mm2] 20.1 36.6 58.0 84.3 157.0 245.0Section modulus Wel [mm3] 12.7 31.2 62.3 109.2 277.5 541.0Characteristic bending moment M0


r-dCa r-dCl






R-DC

A, R

-DCL


53 a

InStallatIon data

Size M6 M8 M10 M12 M16 M20

Anchor diameter d [mm] 6 8 10 12 16 20

Hole diameter in substrate d0 [mm] 8 10 12 15 20 25

Hole diameter in fixture df [mm] 7 9 11 14 18 22

Thread length lG [mm] 11 13 15 20 25 35

Minimum hole depth h0 [mm] 32 32 42 53 70 85

Minimum installation depth hnom [mm] 30 30 40 50 65 80

Minimum substrate thickness hmin [mm] 100 100 100 100 140 160

Minimum spacing smin [mm] 105 105 220 220 220 225

Minimum edge distance cmin [mm] 105 105 220 220 220 225

1. Drill a hole of required diameter and depth.2. Remove debris and thoroughly clean hole with brush and pump.3. Insert wedge anchor, slotted end first.4. Use the setting tool to drive the internal wedge into the anchor.5. Alternatively use mechanical setting tool with hammer action drilling machine.

InStallatIon GUIdE

R-DCA, R-DCL

r-dCa r-dCl


a 54

pErformanCE data r-dCa, r-dCl

EdGE dIStanCE and SpaCInG r-dCa, r-dCl


cN [mm]

M6 M8 M10 M12 M16 M20

80 105 1.00 1.00 150 200 220 1.00 1.00 1.00 225 1.00240


cv [mm]

M6 M8 M10 M12 M16 M20

80 105 1.00 1.00 150 200 220 1.00 1.00 1.00 225 1.00240

Spacing

s [mm]

M6 M8 M10 M12 M16 M20

80 105 1.00 1.00 150 200 220 1.00 1.00 1.00 225 0.97240 1.00


Size M6* M8 M10 M12 M16 M20*

Embedment depth hef [mm] 30 30 40 50 65 80

TENSION LOADS

STEEL FAILURE

Characteristic resistance NRk,s [kN] 10.5 15.4 19.8 34.8 81.6 127.4Design resistance γMs = 1.5 NRd,s [kN] 7.0 10.3 13.2 23.2 54.4 84.9


Characteristic resistance NRk [kN] 7.5 7.5 9.0 16.0 31.8 43.1Design resistance γMc = 1.8 (* 2.52) NRd [kN] 3.7 4.2 5.0 8.9 14.7 20.0


Spacing scr,N [mm] 90 90 120 150 195 240Edge distance ccr,N [mm] 45 45 60 75 98 120

SHEAR LOADS

CONCRETE EDGE FAILURE C20/25

Edge distance cmin [mm] 105 105 220 220 220 225Characteristic resistance for cmin vRk,c [kN] 12.7 13.6 46.2 51.7 59.4 67.6Design resistance γMc = 1.8 vRd,c [kN] 7.1 7.6 25.7 28.7 33.0 37.6Edge distance ccr,v [mm] 58 72 79 106 171 216

CONCRETE PRyOUT FAILURE C20/25

k -- 1 1 1 1 2 2Characteristic resistance vRk,cp [kN] 7.5 7.5 9 16 63.6 86.2Design resistance γMc = 1.8 vRd,cp [kN] 4.2 4.2 5.0 8.9 35.3 47.9

STEEL FAILURE

Characteristic resistance vRk,s [kN] 5.2 7.7 9.9 17.4 40.8 63.7Design resistance γMs = 1.25 vRd,s [kN] 4.2 6.2 7.9 13.9 32.6 51.0

R-DC

A, R

-DCL


55 a

rESIStanCE to tEnSIon and SHEar loadS UndEr fIrE EXpoSUrE

Size M8 M10 M12Embedment depth hef [mm] 40 45 55

R (for EI) = 30 minutesTENSION LOADSSTEEL FAILURECharacteristic resistance NRk,s, fi=30 [kN] 0.4 0.9 1.7PULL-OUT FAILURE, CONCRETE C20/25 TO C50/60Characteristic resistance NRk,p,fi=30 [kN] 2.1 3.8 6.4SHEAR LOADSCONCRETE PRyOUT FAILURE C20/25

k -- 1 1 1Characteristic resistance vRk,cp [kN] 2.1 3.8 6.4STEEL FAILURECharacteristic resistance vRk,s,fi=30 [kN] 0.4 0.9 1.7







* In absence of other national regulation the partial safety factor for resistance under fire exposure γM,fi = 1,0 is recommended.

R-DCA, R-DCL


a 56

r-dCa-a4 – Stainless steel wedge anchor

BaSE matErIalS:• Substrate:concrete,stone• non-crackedconcreteC20/25

fEatUrES:• R-DCA-A4–stainlesssteelA4

PRODUCT CODER-DCA-A4-M10x40

anchor name anchor lengthanchor diameter



SizeAnchor length

Product codeL[mm]

M6 30 R-DCA-M6x30-A4M8 30 R-DCA-M8x30-A4

M10 40 R-DCA-M10x40-A4M12 50 R-DCA-M12x50-A4M16 65 R-DCA-M16x65-A4M20 80 R-DCA-M20x80-A4

Size M6 M8 M10 M12 M16 M20



R-DC

A-A4




RKγM



57 a

InStallatIon data

Size M6 M8 M10 M12 M16 M20

Anchor diameter d [mm] 6 8 10 12 16 20

Hole diameter in substrate d0 [mm] 8 10 12 15 20 25

Hole diameter in fixture df [mm] 7 9 11 14 18 22

Thread length lG [mm] 11 13 15 20 25 35

Minimum hole depth h0 [mm] 32 32 42 53 70 85

Minimum installation depth hnom [mm] 30 30 40 50 65 80




1. Drill a hole of required diameter and depth.2. Remove debris and thoroughly clean hole with brush and pump.3. Insert wedge anchor, slotted end first.4. Use the setting tool to drive the internal wedge into the anchor.5. Alternatively use mechanical setting tool with hammer action drilling machine.

InStallatIon GUIdE

R-DCA-A4


a 58

pErformanCE data r-dCa-a4

EdGE dIStanCE and SpaCInG r-dCa-a4Edge distance (tensile)

cN [mm]

M6 M8 M10 M12 M16 M20

30 0.75 0.75 35 0.83 0.83 40 0.91 0.91 0.75 45 1.00 1.00 0.81 50 0.87 0.75 55 0.93 0.80 60 1.00 0.85 65 0.90 0.75 70 0.95 0.79 80 1.00 0.86 0.7590 0.94 0.81

100 1.00 0.87105 0.90115 0.97125 1.00140


cv [mm]

M6 M8 M10 M12 M16 M20

30 1.00 1.00 40 1.33 1.33 1.00 50 1.67 1.67 1.25 1.00 55 1.83 1.38 1.10 60 2.00 1.50 1.20 65 2.17 1.63 1.30 1.00 70 2.33 1.75 1.40 1.08 80 2.67 2.00 1.60 1.23 1.0090 2.25 1.80 1.38 1.13

100 2.50 2.00 1.54 1.25110 2.20 1.69 1.38120 2.40 1.85 1.50140 2.15 1.75160 2.46 2.00180 2.25200 2.50225 2.81

Spacing

s [mm]

M6 M8 M10 M12 M16 M20

30 0.67 0.67 40 0.72 0.72 0.67 50 0.78 0.78 0.71 0.67 60 0.83 0.83 0.75 0.70 65 0.86 0.86 0.77 0.72 0.67 80 0.94 0.94 0.83 0.77 0.71 0.6790 1.00 1.00 0.88 0.80 0.73 0.69

100 0.92 0.83 0.76 0.71120 1.00 0.90 0.81 0.75150 1.00 0.88 0.81170 0.94 0.85195 1.00 0.91220 0.96240 1.00

Size M6 M8 M10 M12 M16 M20Embedment depth hef [mm] 30 30 40 50 65 80TENSION LOADSSTEEL FAILURECharacteristic resistance NRk,s [kN] 14.1 25.6 40.6 59.0 109.9 171.5Design resistance γMs = 1.8 NRd,s [kN] 7.8 14.2 22.6 32.8 61.1 95.3PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 9.2 12.1 18.0 24.0 44.7 59.7Design resistance γMc = 2.52 NRd [kN] 3.7 4.8 7.1 9.5 17.7 23.7Spacing scr,N [mm] 90 90 120 150 195 240Edge distance ccr,N [mm] 45 45 60 75 98 120SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 30 30 40 50 65 80Characteristic resistance for cmin vRk,c [kN] 1.9 2.1 3.6 5.6 9.5 14.3Design resistance γMc = 1.8 vRd,c [kN] 1.1 1.2 2.0 3.1 5.3 8.0Edge distance ccr,v [mm] 53 86 108 129 177 225CONCRETE PRyOUT FAILURE C20/25

k -- 1 1 1 1 2 2Characteristic resistance vRk,cp [kN] 9.2 12.1 18 24 89.4 119.4Design resistance γMc = 1.8 vRd,cp [kN] 5.1 6.7 10.0 13.3 49.7 66.3STEEL FAILURECharacteristic resistance vRk,s [kN] 4.5 10.1 16.0 23.3 43.0 67.4Design resistance γMs = 1.5 vRd,s [kN] 3.0 6.7 10.7 15.5 28.7 44.9


R-DC

A-A4


59 a

Sr – Expansion anchor

BaSE matErIalS:• concrete,stone• non-crackedconcreteC12/15

fEatUrES:• Carbonsteel,zinc-plated• Widerangeofanchordiameters• Throughfixtureinstallation• Widerangeofanchorlengths

PRODUCT CODESR-10080

anchor name

anchor lengththread diameter

SizeAnchor length Max. fixture thickness

Product codeL tfix

[mm] [mm]

M640 2 SR-0604055 15 SR-0605585 45 SR-06085

M8

50 3 SR-0806075 20 SR-0807595 40 SR-08085

115 60 SR-08095

M10

60 3 SR-1006580 20 SR-10080

100 40 SR-10095120 60 SR-10115

M12

70 5 SR-12080100 20 SR-12100130 50 SR-12125180 100 SR-12150





RKγM


SR


a 60


Product codeL tfix

[mm] [mm]

M16

100 20 SR-16125120 40 SR-16140180 100 SR-16150200 120 SR-16180

M20160 45 SR-20125200 85 SR-20160250 135 SR-20200


InStallatIon GUIdE


Size M6 M8 M10 M12 M16 M20



InStallatIon data

Size M6 M8 M10 M12 M16 M20

Anchor diameter d [mm] 6 8 10 12 16 20Hole diameter in substrate d0 [mm] 6 8 10 12 16 20Hole diameter in fixture df [mm] 7 9 11 14 18 22Torque Tinst [Nm] 6 20 30 50 120 180Minimum hole depth h0 [mm] 40 45 50 60 65 80Minimum installation depth hnom [mm] 35 40 45 55 60 75Minimum substrate thickness hmin [mm] 150 180 200 220 260 300Minimum spacing smin [mm] 35 40 45 55 60 75Minimum edge distance cmin [mm] 40 45 50 60 65 80


SR


61 a

pErformanCE data



cN [mm]

M6 M8 M10 M12 M16 M20

40 0.91 45 1.00 0.89 50 0.96 0.89 55 1.00 0.95 60 1.00 0.87 65 0.92 0.87 75 1.00 0.97 80 1.00 0.8690 0.94

100 1.00


cv [mm]

M6 M8 M10 M12 M16 M20

40 1.00 45 1.13 1.00 50 1.25 1.11 1.00 60 1.50 1.33 1.20 1.00 65 1.44 1.30 1.08 1.00 80 1.78 1.60 1.33 1.23 1.0095 1.90 1.58 1.46 1.19

105 2.10 1.75 1.62 1.31120 2.00 1.85 1.50150 2.31 1.88180 2.77 2.25220 2.75

Spacing

s [mm]

M6 M8 M10 M12 M16 M20

35 0.69 40 0.72 0.69 45 0.75 0.71 0.69 55 0.81 0.76 0.74 0.69 60 0.83 0.79 0.76 0.71 0.69 75 0.92 0.86 0.82 0.76 0.74 0.6990 1.00 0.93 0.88 0.81 0.79 0.73

105 1.00 0.95 0.86 0.84 0.77120 1.00 0.92 0.88 0.81145 1.00 0.96 0.87155 1.00 0.90175 0.95195 1.00

Size M6 M8 M10 M12 M16 M20

Embedment depth hef [mm] 30 35 39 48 52 65

TENSION LOADS


Characteristic resistance NRk,s [kN] 3.8 5.3 7.8 10.1 17.6 25.2Design resistance γMc = 2.52 NRd,s [kN] 1.5 2.1 3.1 4.0 7.0 10.0


Characteristic resistance NRk [kN] 3.8 6.3 8.0 13.7 17.5 25.7Design resistance γMc = 2.52 NRd [kN] 1.5 2.5 3.2 5.4 6.9 10.2Spacing scr,N [mm] 90 105 117 144 156 195Edge distance ccr,N [mm] 45 53 59 72 78 98

SHEAR LOADS


Edge distance cmin [mm] 40 45 50 60 65 80Characteristic resistance for cmin vRk,c [kN] 2.7 3.7 4.7 6.8 8.5 13.0Design resistance γMc = 2.52 vRd,c [kN] 1.1 1.5 1.9 2.7 3.4 5.2Edge distance ccr,v [mm] 61 85 109 130 185 231

STEEL FAILURE

Characteristic resistance vRk,s [kN] 5.2 9.5 15.1 21.9 40.8 63.7Design resistance γMs = 1.8 vRd,s [kN] 2.9 5.3 8.4 12.2 22.7 35.4

SR


a 62

Kt – Sleeve anchor

BaSE matErIalS:• concrete,stone,brickwork,blockwork• non-crackedconcreteC12/15

fEatUrES:• Carbonsteel,zinc-plated• Throughfixtureinstallation• Widerangeofanchorlengths

PRODUCT CODEKT-10080

anchor name

anchor lengththread diameter


Product codeL tfix

[mm] [mm]

M640 2 KT-0804055 15 KT-0805585 45 KT-08085

M8

40 3 KT-1004050 3 KT-1005060 10 KT-1006080 30 KT-10080

100 50 KT-10100

M10

60 3 KT-1206075 15 KT-12075

100 40 KT-12100130 70 KT-12130





RKγM


KT


63 a


Product codeL tfix

[mm] [mm]

M12110 50 KT-16110150 90 KT-16150

M16

105 35 KT-20105110 40 KT-20110130 60 KT-20130150 80 KT-20150


InStallatIon GUIdE


Size M6 M8 M10 M12 M16

Nominal tensile strength fuk [N/mm2] 520 520 520 520 520Nominal yield stress fyk [N/mm2] 420 420 420 420 420Cross-sectional area As [mm2] 20.1 36.6 58.0 84.3 157.0Section modulus Wel [mm3] 12.7 31.2 62.3 109.2 277.5Characteristic bending moment M0

rk,s [Nm] 7.9 19.5 38.9 68.1 173.2Allowable bending moment M [Nm] 4.5 11.1 22.2 38.9 98.9

InStallatIon data


Anchor diameter d [mm] 8 10 12 16 20Hole diameter in substrate d0 [mm] 8 10 12 16 20Hole diameter in fixture df [mm] 9 11 14 18 22Torque Tinst [Nm] 12 35 70 120 200Minimum hole depth h0 [mm] 40 50 60 60 70Minimum installation depth hnom [mm] 35 40 50 55 60Minimum substrate thickness hmin [mm] 70 80 100 110 120Minimum spacing smin [mm] 105 120 150 165 180Minimum edge distance cmin [mm] 70 80 100 110 120


KT


a 64


Effective embedment depth hef [mm] 35 40 50 55 60

TENSION LOADS / SHEAR LOADS

PULL OUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C12/15

Characteristic resistance NRk [kN] 6.7 13.4 18.4 21.0 30.6Design resistance γMs = 2.52 NRd [kN] 2.2 4.5 6.1 7.0 10.2

BRICKWORK 7.5 MPa

Characteristic resistance vRk,s [kN] 5.9 7.8 8.7 10.3 13.1Design resistance γMs = 2.52 vRd,s [kN] 2.0 2.6 2.9 3.4 4.4

pErformanCE data



cN [mm]

M6 M8 M10 M12 M16

60 70 1.00 80 1.00 90

100 1.00 110 1.00120 1.00140


cv [mm]

M6 M8 M10 M12 M16

60 70 1.00 80 1.00 90

100 1.00 110 1.00120 1.00140

Spacing

s [mm]

M6 M8 M10 M12 M16

60 708090

105 1.00120 1.00150 1.00165 1.00180 1.00

KT


65 a

r-rlK (raWloK) – Sleeve anchor

BaSE matErIalS:• concrete,brick,block&stone• non-crackedconcrete

fEatUrES:• Carbonsteel,zinc-plated• Widerangeofanchordiameters• Throughanchoring• Widerangeofanchorlengths

PRODUCT CODER-RLK-L-10070

anchor name

type anchor lengththread diameter

Size

Anchor length Max. fixture thickness Product code

L tfix Bolt Projecting Loose Bolt Countersunk[mm] [mm]

M556 25 R-RLK-P-05056 - -53 25 - - R-RLK-C-0505380 46 - - R-RLK-C-05080

M640 10 R-RLK-P-06040 - -65 35 R-RLK-P-06065 - -

M8

50 10 R-RLK-P-08050 - -60 15 - R-RLK-L-08060 -75 36 R-RLK-P-08075 - -80 35 - R-RLK-L-08080 -95 55 R-RLK-P-08095 - -

M10

60 10 R-RLK-P-10060 - -70 14 - R-RLK-L-10070 -75 27 R-RLK-P-10075 - -

100 44 - R-RLK-L-10100 -100 50 R-RLK-P-10100 - -130 80 R-RLK-P-10130 - -

M12110 55 R-RLK-P-12110 - -145 85 R-RLK-P-12145 - -





RKγM


r-rlK-l r-rlK-p r-rlK-C

R-RLK


a 66

InStallatIon GUIdE



Nominal tensile strength fuk [N/mm2] 520 520 520 520 520Nominal yield stress fyk [N/mm2] 420 420 420 420 420Cross-sectional area As [mm2] 14.2 20.1 36.6 58.0 84.3Section modulus Wel [mm3] 7.5 12.7 31.2 62.3 109.2Characteristic bending moment M0

rk,s [Nm] 4.7 7.9 19.5 38.9 68.1Allowable bending moment M [Nm] 2.7 4.5 11.1 22.2 38.9

InStallatIon data


Anchor diameter d [mm] 6.5 8 10 12 16Hole diameter in substrate d0 [mm] 6.5 8 10 12 16Hole diameter in fixture df [mm] 8 10 12 14 18

Torqueconcrete

Tinst [Nm]2.5 6 11 22 38

blockwork 14 N/mm2 1.5 3 6 11 25blockwork 7 N/mm2 1 2 4 8 12

Minimum hole depth

RLK-Ph0 [mm]

35 40 45 60 65RLK-L, RLK-C 35 - 45 60 -

Minimum instal-lation depth

RLK-Phnom [mm]

30 35 45 55 60RLK-L, RLK-C 30 - 45 55 -

Minimum sub-strate thickness

RLK-Phmin [mm]

50 55 65 85 90RLK-L, RLK-C 50 - 70 85 -

Minimum spacing smin [mm] 40 50 60 70 90Minimum edge distance cmin [mm] 40 50 60 70 90

1. Drill a hole of required diameter and depth. Note: fixing into mortar joints should be avoided2. Remove debris and thoroughly clean hole with brush and pump.3. Lightly tap the throughbolt through the fixture into hole with a hammer, until fixing depth is reached. Insert RAWLOK sleeve anchor through the fixture into the hole.4. Tighten to the recommended torque.

R-RL

K


67 a

Size M5 M6 M8 M10 M12Embedment depth hef [mm] 26 26 36 43 50TENSION LOADSNON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 5.0 6.9 9.3 11.4 14.5Design resistance γMs = 2.16 NRd [kN] 2.3 3.2 4.3 5.3 6.7BRICKWORK 20.5 MPaCharacteristic resistance NRk [kN] 2.4 3.7 5.0 6.0 7.3Design resistance γMs = 2.16 NRd [kN] 1.1 1.7 2.3 2.8 3.4BLOCKWORK 14 MPaCharacteristic resistance NRk [kN] 1.9 3.2 4.5 5.6 6.9Design resistance γMs = 2.16 NRd [kN] 0.9 1.5 2.1 2.6 3.2BLOCKWORK 7 MPaCharacteristic resistance NRk [kN] 1.5 2.4 3.5 4.5 5.8Design resistance γMs = 2.16 NRd [kN] 0.7 1.1 1.6 2.1 2.7SHEAR LOADSNON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 3.6 5.4 9.0 12.6 19.8Design resistance γMs = 1.8 NRd [kN] 2.0 3.0 5.0 7.0 11.0BRICKWORK 20.5 MPaCharacteristic resistance NRk [kN] 3.4 5.2 8.6 10.3 13.1Design resistance γMs = 1.8 NRd [kN] 1.9 2.9 4.8 5.7 7.3BLOCKWORK 14 MPaCharacteristic resistance NRk [kN] 3.4 5.2 8.6 10.3 13.1Design resistance γMs = 1.8 NRd [kN] 1.9 2.9 4.8 5.7 7.3BLOCKWORK 7 MPaCharacteristic resistance NRk [kN] 2.3 2.5 2.7 3.1 3.4Design resistance γMs = 1.8 NRd [kN] 1.3 1.4 1.5 1.7 1.9

pErformanCE data



cN [mm]

M5 M6 M8 M10 M12

40 0.75 50 0.87 0.79 60 1.00 0.89 0.81 70 1.00 0.91 0.77 80 1.00 0.85 90 0.92 0.81

100 1.00 0.87120 1.00


cv [mm]

M5 M6 M8 M10 M12

40 0.5850 0.79 0.5360 1.00 0.69 0.5070 0.84 0.62 0.4880 1.00 0.75 0.5890 0.87 0.69 0.45

100 1.00 0.79 0.53120 1.00 0.69140 0.84160 1.00

Spacing

s [mm]

M5 M6 M8 M10 M12

40 0.8050 0.90 0.7760 1.00 0.85 0.7670 0.92 0.82 0.7580 1.00 0.88 0.8090 0.94 0.85 0.74

100 1.00 0.90 0.77120 1.00 0.85140 0.92160 1.00

R-RLK


a 68

69 B

THRE

AD

ED R

OD

SR-KEX Epoxy resin 71

R-KER / RV-200 Vinylester styrene free resin 76

R-CAS-V Capsule 88

R-HAC-V Capsule 94

R-KF2 / RP30 Polyester resin 100

INTE

RNA

LLY

THRE

AD

ED

SOCK

ET A

NCH

OR RP-30 Polyester resin 112

R-KEM+ / RM-50 Polyester styrene free resin 116

REB

AR

RP-30 Polyester resin 120

R-HAC-V Capsule 124

R-KER / RV-200 Vinylester styrene free resin 128

R-KEX Epoxy resin 132

SOLI

D A

ND

H

OLL

OW

BL

OCK

S

R-KEM+ / RM-50 Polyester styrene free resin 136

COPY ECO System 141

BondEd anCHorS

B 70

BondEd anCHorS

rESIn ConSUmptIon for BondEd anCHorS (CartrIdGE and CfS SYStEm)*

Cartridge size

Stud diameter d [mm] M8 M10 M12 M16 M20 M24 M30Hole diameter in substrate

d0 [mm] 10 12 14 18 24 28 35

160ml

Anchoring depth 6d hef [mm] 60 70 80 100 120 140 165Quantity of anchored studs 35 22 15 9 4 3 2Anchoring depth 8d** hef [mm] 65 80 100 130 160 190 240Quantity of anchored studs 32 19 12 7 3 2 1Anchoring depth 10d hef [mm] 80 100 120 160 200 240 300Quantity of anchored studs 27 16 10 6 3 2 1Anchoring depth 12d hef [mm] 100 120 145 190 240 290 360Quantity of anchored studs 22 13 9 5 2 2 1

300ml


380ml


400ml


600ml


* Approximate values** Standard anchoring depth

diamond drilled Holes.When holes are formed in the structure using a diamond drilling system extra care is required to ensure that the holes are thoroughly cleaned by brushing and blowing at least four times. Also to create a key for the anchor, (particularly if a bonded anchor is installed), the sides of the hole should be roughened up by inserting a standard masonry bit into the hole attached to a hammer action drilling machine. A resin with minimal shrinkage such as Rawl R-KEX should be selected for diamond drilled holes.

BondEd anCHorS – tHrEadEd rodS

71 B

r-KEX – pure epoxy resin for concrete

BaSE matErIalS:Concrete, stone•Non-cracked concrete•


SK : Characteristic loadSD : Design loadRD : Anchor’s design resistanceRK : Anchor’s characteristic resistance

(tension force, shear force and oblique force)γF : Partial safety factor = 1.4 (load) γM: Partial safety factor (resistance)

RKγM


PRODUCT CODER-KEX + R-STUDS-08110

resin name stud code

thread diameter

overall length

fEatUrES:R-STUDS–5.8steelgrade,zinc-platedmin. 5µmR-STUDS-88–8.8steelgrade,zinc-plated min. 5µmR-STUDS-A4 – A4-70 steel gradeR-STUDS-FL–flatheadofstudR-STUDS – hexagonal head of studR-KEX – pure epoxy resin in cartridge

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Epoxy resin•Wide range of stud diameters •Wide range of stud lengths•Odourless (styrene free resin)•400 ml cartridge•low shrinkage•

R-KEX + R-STUDS

r-KEX

r-StUdS

r-StUdS-fl


B 72

Threadsize

Stud overall length Product code

LSteel grade 5.8 Steel grade 8.8 A4-70 steel grade

[mm]

M8110 R-STUDS-08110 R-STUDS-08110-88 R-STUDS-08110-A4

160 R-STUDS-08160 - R-STUDS-08160-A4

M10

130 R-STUDS-10130 R-STUDS-10130-88 R-STUDS-10130-A4

170 R-STUDS-10170 - R-STUDS-10170-A4

190 R-STUDS-10190 - R-STUDS-10190-A4

M12


190 R-STUDS-12190 - R-STUDS-12190-A4

220 R-STUDS-12220 - R-STUDS-12220-A4

260 R-STUDS-12260 - R-STUDS-12260-A4

300 R-STUDS-12300 - R-STUDS-12300-A4

M16


220 R-STUDS-16220 - R-STUDS-16220-A4

260 R-STUDS-16260 - R-STUDS-16260-A4

300 R-STUDS-16300 - R-STUDS-16300-A4

380 R-STUDS-16380 - R-STUDS-16380-A4

M20


300 R-STUDS-20300 - R-STUDS-20300-A4

350 R-STUDS-20350 - R-STUDS-20350-A4

M24 300 R-STUDS-24300 R-STUDS-24300-88 R-STUDS-24300-A4


Standard lEnGtH of StUdS

R-KE

X + R

-STU

DS


73 B


Threadsize M8 M10 M12 M16 M20 M24 M30

Nominal tensile strength fuk [N/mm2]

R-STUDS 520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700

Nominal yield stress fyk [N/mm2]

R-STUDS 420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350



Characteristic bending moment

M0rk,s [Nm]

R-STUDS 19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1

Allowable bending moment M [Nm]

R-STUDS 11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5

Resin temperature Concrete temperature Working time Minimum curing time*

[°C] [minutes] [hours]

5 5 180 16

10 10 120 10

15 15 60 5

20 20 50 4.5

2525 40 4

30 20 3

mInImUm CUrInG tImE* and WorKInG tImE

* For wet concrete the curing time must be doubled

R-KEX + R-STUDS


B 74

InStallatIon GUIdE

1. Drillholetothecorrectdiameteranddepthforstudsizebeingused.2. Clean the hole with brush and hand pump at least four times each. 3. Insertcartridge(orfoil)intogunandattachnozzle.4. Dispensetowasteuntilanevencolourisobtained.Insertthemixingnozzletothefarendoftheholeandinjecttheresin,slowlywithdrawing

thenozzleastheholeisfilledto2/3ofitsdepth.5. Immediately insert the rod, slowly and with a slight twisting motion. Remove any excess resin around the hole before it sets and leave it

undisturbed until the curing time elapses.6. Attach fixture and tighten the nut to the required torque.

InStallatIon data


Stud diameter d [mm] 8 10 12 16 20 24 30Hole diameter in substrate d0 [mm] 10 12 14 18 24 28 35Hole diameter in fixture df [mm] 9 12 14 18 22 26 32Minimum hole depth h0 [mm] 85 95 115 130 180 220 290Minimum installation depth hnom [mm] 80 90 110 125 170 210 270Minimum substrate thickness hmin [mm] 120 130 140 180 230 270 340Torque Tinst [Nm] 10 20 40 80 120 180 300Minimum spacing smin [mm] 0.5 × hef

Minimum edge distance cmin [mm] 0.5 × hef

pErformanCE data

R-KE

X + R

-STU

DS

Threadsize M8 M10 M12 M16 M20 M24 M30Effective embedment depth hef [mm] 80 90 110 125 170 210 270TENSION LOADSSTEEL FAILURE, STEEL GRADE 5.8Characteristic resistance NRk,s [kN] 18.0 29.0 42.0 78.0 122.0 176.0 280.0Design resistance γMs = 1.5 NRd,s [kN] 12.0 19.3 28.0 52.0 81.3 117.3 186.7STEEL FAILURE, STEEL GRADE 8.8Characteristic resistance NRk,s [kN] 29.0 46.0 67.0 126.0 196.0 282.0 449.0Design resistance γMs = 1.5 NRd,s [kN] 19.3 30.7 44.7 84.0 130.7 188.0 299.3STEEL FAILURE, A4-70 STEEL GRADECharacteristic resistance NRk,s [kN] 26.0 41.0 59.0 110.0 171.0 247.0 393.0Design resistance γMs = 1.87 NRd,s [kN] 13.9 21.9 31.6 58.8 91.4 132.1 210.2


75 B

pErformanCE data (cont.)



cN [mm] M8 M10 M12 M16 M20 M24 M30

40 0.54 45 0.56 0.53 50 0.59 0.56 55 0.61 0.58 0.53 65 0.67 0.63 0.57 0.54 75 0.73 0.67 0.61 0.57 85 0.79 0.72 0.65 0.61 0.53 95 0.85 0.78 0.69 0.64 0.56

105 0.91 0.83 0.73 0.68 0.58 0.54 120 1.00 0.91 0.79 0.73 0.62 0.58 135 1.00 0.86 0.79 0.66 0.61 0.53150 0.93 0.85 0.70 0.64 0.56165 1.00 0.91 0.74 0.67 0.58190 1.00 0.81 0.73 0.62225 0.91 0.81 0.67260 1.00 0.90 0.73300 1.00 0.80350 0.89405 1.00


cv [mm] M8 M10 M12 M16 M20 M24 M30

40 1.00 45 1.13 1.00 50 1.25 1.11 55 1.38 1.22 1.00 60 1.50 1.33 1.09 65 1.63 1.44 1.18 1.03 70 1.75 1.56 1.27 1.11 75 1.67 1.36 1.19 80 1.78 1.45 1.27 85 1.89 1.55 1.35 1.00 90 1.64 1.43 1.06 95 1.73 1.51 1.12

100 1.82 1.59 1.18 105 1.91 1.67 1.24 1.00 110 2.00 1.75 1.29 1.05 120 1.90 1.41 1.14 135 2.14 1.59 1.29 1.00150 2.38 1.76 1.43 1.11170 2.00 1.62 1.26190 2.24 1.81 1.41220 2.10 1.63250 1.85280 2.07

Spacing

s [mm] M8 M10 M12 M16 M20 M24 M30

40 0.58 45 0.59 0.58 55 0.62 0.60 0.58 65 0.64 0.62 0.60 0.59 85 0.68 0.66 0.63 0.61 0.58

105 0.72 0.69 0.66 0.64 0.60 0.59 135 0.78 0.75 0.70 0.68 0.63 0.61 0.58160 0.84 0.80 0.74 0.71 0.66 0.63 0.60200 0.92 0.87 0.80 0.77 0.70 0.67 0.62240 1.00 0.94 0.86 0.82 0.74 0.70 0.65270 1.00 0.91 0.86 0.76 0.73 0.67300 0.95 0.90 0.79 0.75 0.69330 1.00 0.94 0.82 0.78 0.70375 1.00 0.87 0.81 0.73450 0.94 0.88 0.78510 1.00 0.93 0.81600 1.00 0.87700 0.93810 1.00

Threadsize M8 M10 M12 M16 M20 M24 M30Effective embedment depth hef [mm] 80 90 110 125 170 210 270PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 21.5 33.8 52.9 73.4 110.2 136.1 266.8Design resistance γMc = 2.16 NRd [kN] 10.0 15.6 24.5 34.0 51.0 63.0 123.5

Increasing factorC30/37 -- 1.04 1.00C40/50 -- 1.07 1.00C50/60 -- 1.09 1.00

Spacing scr,N [mm] 237 270 330 375 510 596 810Edge distance ccr,N [mm] 119 135 165 188 255 298 405SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 40 45 55 63 85 105 135Characteristic resistance for cmin vRk,c [kN] 3.9 5.0 7.4 10.0 18.3 27.4 44.9Design resistance γMc = 1.8 vRd,c [kN] 2.2 2.8 4.1 5.6 10.1 15.2 24.9STEEL FAILURE, STEEL GRADE 5.8Characteristic resistance vRk,s [kN] 9.0 14.0 21.0 39.0 61.0 88.0 140.0Design resistance γMs = 1.25 vRd,s [kN] 7.2 11.2 16.8 31.2 48.8 70.4 112.0Edge distance ccr,v [mm] 70 89 110 156 190 229 288STEEL FAILURE, STEEL GRADE 8.8Characteristic resistance vRk,s [kN] 15.0 23.0 34.0 63.0 98.0 141.0 224.0Design resistance γMs = 1.25 vRd,s [kN] 12.0 18.4 27.2 50.4 78.4 112.8 179.2Edge distance ccr,v [mm] 98 124 152 214 261 313 394STEEL FAILURE, A4-70 STEEL GRADECharacteristic resistance vRk,s [kN] 13.0 20.0 29.0 55.0 86.0 124.0 196.0Design resistance γMs = 1.56 vRd,s [kN] 8.3 12.8 18.6 35.3 55.1 79.5 125.6Edge distance ccr,v [mm] 89 113 137 196 239 287 361

R-KEX + R-STUDS


B 76

r-KEr/rv200 – vinylester resin for concrete


fEatUrES:R-STUDS–5.8steelgrade,zinc-platedmin.5µmR-STUDS-88–8.8steelgrade,zinc-platedmin.5µmR-STUDS-A4 – A4-70 steel gradeR-STUDS-FL–flatheadofstudR-STUDS – hexagonal head of studR-KER – vinylester styrene free resin, cartridgeR-KER-W – vinylester styrene free resin, cartridge, winter formula down to -20°CRv200 – vinylester styrene free resin, RAWL CFS (cartridge free system) Rv200-W – vinylester styrene free resin, RAWL CFS (cartridge free system), winter formula down to -20°C

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Four embedment depths•Wide range of stud diameters•Wide range of stud lengths•Odourless (styrene free resin)•


TENSILE LOADSNRd,p: Design resistance (pull out failure)NRd,c: Design resistance (concrete cone

failure)NRd,s: Design resistance (steel failure)Design resistance for tensile load is:


SHEAR LOADSVRd,c: Design resistance (concrete edge

failure)VRd,s: Design resistance (steel failure)Design resistance for shear loads is:


PRODUCT CODER-KER + R-STUDS-08110RV200 + R-STUDS-08110

PRODUCT CODER-KER-W + R-STUDS-08110RV200-W + R-STUDS-08110

resin name

resin name

stud code

winter version of resin

stud code

thread diameter

thread diameter

overall length

overall length

R-KE

R, R

v200

+ R

-STU

DS

r-StUdS

r-KEr

r-KEr-W

CfS rv200/rv200-W

r-StUdS-fl


77 B


R-KER, Rv200 + R-STUDS

Threadsize



[mm]


160 R-STUDS-08160 - R-STUDS-08160-A4

M10


170 R-STUDS-10170 - R-STUDS-10170-A4

190 R-STUDS-10190 - R-STUDS-10190-A4

M12


190 R-STUDS-12190 - R-STUDS-12190-A4

220 R-STUDS-12220 - R-STUDS-12220-A4

260 R-STUDS-12260 - R-STUDS-12260-A4

300 R-STUDS-12300 - R-STUDS-12300-A4

M16


220 R-STUDS-16220 - R-STUDS-16220-A4

260 R-STUDS-16260 - R-STUDS-16260-A4

300 R-STUDS-16300 - R-STUDS-16300-A4

380 R-STUDS-16380 - R-STUDS-16380-A4

M20


300 R-STUDS-20300 - R-STUDS-20300-A4

350 R-STUDS-20350 - R-STUDS-20350-A4




B 78




R-STUDS 520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS 420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




M0rk,s [Nm]

R-STUDS 19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS 11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5


[°C]R-KER, Rv200 R-KER-W, Rv200-W R-KER, Rv200 R-KER-W, Rv200-W

[minutes] [hours]

5

-20 — 100 — 24

-15 — 60 — 16

-10 — 30 — 8

-5 60 16 6 4

0 40 12 3 2

5 20 8 2 1

10 10 12 5 80 min 45 min

15 15 8 3 60 min 30 min

20 20 5 2 45 min 10 min

2530 2 — 20 min —

40 0.5 — 10 min —



R-KE

R, R

v200

+ R

-STU

DS


79 B

InStallatIon GUIdE




InStallatIon data


Stud diameter d [mm] 8 10 12 16 20 24 30


Hole diameter in fixture df [mm] 9 12 14 18 22 26 32

Minimum hole depth h0 [mm] hef + 5

Minimum installation depthhnom min [mm] 60 70 80 100 120 140 165

hnom max [mm] 100 120 145 190 240 290 360

Minimum substrate thickness hmin [mm] hef + 30 ≥ 100 hef + 2×d0

Torque Tinst [Nm] 10 20 40 80 120 180 300

Minimum spacing smin [mm] 0,5 × hef ≥ 40

Minimum edge distance cmin [mm] 0,5 × hef ≥ 40



B 80

pErformanCE data – EMBEDMENT DEPTH 6*d

* Particular safety factor γMc = 2.1

R-KE

R, R

v200

+ R

-STU

DS


Effective embedment depth hef [mm] 60 70 80 100 120 140 165

TENSION LOADS

STEEL FAILURE, STEEL GRADE 5.8

Characteristic resistance NRk,s [kN] 18.0 29.0 42.0 78.0 122.0 176.0 280.0Design resistance γMs = 1.5 NRd,s [kN] 12.0 19.3 28.0 52.0 81.3 117.3 186.7



STEEL FAILURE, A4-70 STEEL GRADE


PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25 (40°C/24°C)

Characteristic resistance NRk [kN] 19.6 28.6 39.2 55.3 71.6 95.0 108.9Design resistance γMc = 1.8 NRd [kN] 10.9 15.9 21.8 30.7 39.8 45.2* 51.9*




Spacing scr,N [mm] 180 210 240 300 360 420 495Edge distance ccr,N [mm] 90 105 120 150 180 210 248

SHEAR LOADS


Edge distance cmin [mm] 40 40 40 50 60 70 83Characteristic resistance for cmin vRk,c [kN] 3.7 4.0 4.3 6.8 10.1 13.7 19.6Design resistance γMc = 1.5 vRd,c [kN] 2.5 2.7 2.9 4.5 6.7 9.2 13.1


Characteristic resistance vRk,s [kN] 9.0 14.0 21.0 39.0 61.0 88.0 140.0Design resistance γMs = 1.25 vRd,s [kN] 7.2 11.2 16.8 31.2 48.8 70.4 112.0Edge distance ccr,v [mm] 73 92 115 160 199 241 308






81 B

EdGE dIStanCE and SpaCInG – EMBEDMENT DEPTH 6*d


cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.6 0.56 0.53 50 0.7 0.62 0.58 0.53 60 0.8 0.68 0.64 0.57 0.53 70 0.8 0.75 0.69 0.62 0.57 0.53 80 0.9 0.82 0.75 0.66 0.60 0.56 90 1.0 0.89 0.81 0.70 0.64 0.59 0.55

105 1.00 0.90 0.77 0.69 0.64 0.59120 1.00 0.85 0.75 0.68 0.63150 1.00 0.87 0.78 0.71180 1.00 0.89 0.79210 1.00 0.88250 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 1.0 1.00 1.00 50 1.3 1.25 1.25 1.00 60 1.5 1.50 1.50 1.20 1.00 70 1.8 1.75 1.75 1.40 1.17 1.00 80 2.00 2.00 1.60 1.33 1.14 90 2.25 2.25 1.80 1.50 1.29 1.08

100 2.50 2.00 1.67 1.43 1.20110 2.75 2.20 1.83 1.57 1.33130 2.60 2.17 1.86 1.57160 3.20 2.67 2.29 1.93190 3.17 2.71 2.29230 3.29 2.77270 3.25300 3.61

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.6 0.60 0.58 50 0.6 0.62 0.60 0.58 60 0.7 0.64 0.63 0.60 0.58 70 0.7 0.67 0.65 0.62 0.60 0.58 80 0.7 0.69 0.67 0.63 0.61 0.60 90 0.8 0.71 0.69 0.65 0.63 0.61 0.59

100 0.8 0.74 0.71 0.67 0.64 0.62 0.60120 0.8 0.79 0.75 0.70 0.67 0.64 0.62150 0.9 0.86 0.81 0.75 0.71 0.68 0.65180 1.0 0.93 0.88 0.80 0.75 0.71 0.68210 1.00 0.94 0.85 0.79 0.75 0.71240 1.00 0.90 0.83 0.79 0.74270 0.95 0.88 0.82 0.77300 1.00 0.92 0.86 0.80330 0.96 0.89 0.83360 1.00 0.93 0.86420 1.00 0.92500 1.00



B 82


R-KE

R, R

v200

+ R

-STU

DS



TENSION LOADS













SHEAR LOADS











83 B



cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.58 0.53 50 0.65 0.58 0.53 65 0.75 0.66 0.59 0.53 80 0.86 0.75 0.66 0.58 0.53 95 0.98 0.84 0.73 0.63 0.57 0.53

100 1.00 0.87 0.75 0.65 0.58 0.54 120 1.00 0.85 0.71 0.64 0.59 0.55135 0.92 0.77 0.68 0.62 0.57150 1.00 0.82 0.72 0.65 0.60175 0.92 0.79 0.71 0.65200 1.00 0.87 0.77 0.70220 0.93 0.83 0.74240 1.00 0.88 0.78260 0.93 0.82285 1.00 0.88310 0.93340 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 1.00 1.00 50 1.25 1.25 1.00 65 1.63 1.63 1.30 1.00 80 2.00 1.60 1.23 1.00 95 1.90 1.46 1.19 1.00

105 2.10 1.62 1.31 1.11 120 1.85 1.50 1.26 1.00135 2.08 1.69 1.42 1.13150 2.31 1.88 1.58 1.25170 2.13 1.79 1.42190 2.38 2.00 1.58210 2.21 1.75230 2.42 1.92250 2.08290 2.42

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.60 0.58 50 0.63 0.60 0.58 65 0.67 0.64 0.61 0.58 80 0.71 0.67 0.63 0.60 0.58 95 0.74 0.70 0.66 0.62 0.60 0.58

105 0.77 0.72 0.68 0.63 0.61 0.59 120 0.81 0.75 0.70 0.65 0.63 0.61 0.59160 0.91 0.83 0.77 0.71 0.67 0.64 0.62200 1.00 0.92 0.83 0.76 0.71 0.68 0.65240 1.00 0.90 0.81 0.75 0.71 0.68270 0.95 0.85 0.78 0.74 0.70300 1.00 0.88 0.81 0.76 0.72340 0.94 0.85 0.80 0.75390 1.00 0.91 0.84 0.79430 0.95 0.88 0.82480 1.00 0.92 0.86520 0.96 0.88570 1.00 0.92620 0.96680 1.00



B 84


R-KE

R, R

v200

+ R

-STU

DS



TENSION LOADS













SHEAR LOADS











85 B


cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.53 50 0.58 0.53 60 0.64 0.57 0.53 80 0.75 0.66 0.60 0.55

100 0.87 0.75 0.67 0.61 0.56 120 1.00 0.85 0.75 0.67 0.60 0.57 150 1.00 0.87 0.77 0.67 0.63 0.60180 1.00 0.87 0.75 0.70 0.66220 1.00 0.86 0.79 0.74270 1.00 0.91 0.85310 1.00 0.93340 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 1.00 50 1.25 1.00 60 1.50 1.20 1.00 80 1.60 1.33 1.00

100 1.67 1.25 1.00 120 1.50 1.20 1.00 150 1.88 1.50 1.25 1.00180 1.80 1.50 1.20220 1.83 1.47280 1.87

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.58 50 0.60 0.58 60 0.63 0.60 0.58 80 0.67 0.63 0.61 0.59

100 0.71 0.67 0.64 0.61 0.59 120 0.75 0.70 0.67 0.64 0.61 0.60 150 0.81 0.75 0.71 0.67 0.64 0.62 0.61180 0.88 0.80 0.75 0.71 0.67 0.65 0.63240 1.00 0.90 0.83 0.78 0.72 0.70 0.68300 1.00 0.92 0.84 0.78 0.74 0.72360 1.00 0.91 0.83 0.79 0.77440 1.00 0.91 0.86 0.83540 1.00 0.94 0.90615 1.00 0.95680 1.00




B 86


R-KE

R, R

v200

+ R

-STU

DS



TENSION LOADS










Characteristic resistance NRk [kN] 25.1 41.5 54.7 86 113.1 153.1 186.6Design resistance γMc = 1.8 NRd [kN] 13.9 23.1 30.4 47.8 62.8 72.9* 88.9*



SHEAR LOADS











87 B


cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 50 0.56 60 0.61 0.56 75 0.68 0.62 0.58 95 0.79 0.71 0.65 0.60

105 0.84 0.75 0.68 0.63 120 0.93 0.82 0.74 0.67 0.60 135 1.00 0.89 0.80 0.72 0.64 145 0.94 0.84 0.75 0.66 0.62 160 1.00 0.90 0.80 0.70 0.65 185 1.00 0.88 0.76 0.71 0.67220 1.00 0.86 0.79 0.74245 0.93 0.85 0.79270 1.00 0.91 0.85305 1.00 0.92340 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 50 1.00 60 1.20 1.00 75 1.25 1.03 95 1.30 1.00

105 1.44 1.11 120 1.26 1.00 145 1.53 1.21 1.00 180 1.50 1.24 1.00210 1.45 1.17240 1.33270 1.50

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 50 0.60 60 0.61 0.60 75 0.64 0.62 0.60 95 0.68 0.65 0.63 0.61

120 0.73 0.69 0.66 0.64 0.61 145 0.78 0.73 0.70 0.67 0.63 0.62 180 0.84 0.79 0.74 0.71 0.67 0.65 0.63220 0.92 0.85 0.80 0.75 0.70 0.68 0.66265 1.00 0.92 0.86 0.80 0.75 0.72 0.70315 1.00 0.93 0.86 0.79 0.76 0.73370 1.00 0.93 0.84 0.80 0.77435 1.00 0.90 0.85 0.82485 0.95 0.90 0.86540 1.00 0.94 0.90615 1.00 0.95675 1.00




B 88

r-CaS-v – vinylester capsule resin for concrete


fEatUrES:R-STUDS–5.8steelgrade,zinc-platedmin.5μmR-STUDS-88–8.8steelgrade,zinc-platedmin.5μmR-STUDS-A4 – A4-70 steel gradeR-STUDS-FL–flatheadofstudR-STUDS – hexagonal head of studR-CAS-v – vinylester styrene free resin, capsule

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Wide range of stud diameters•Wide range of stud lengths•Odourless (styrene free resin)•






PRODUCT CODER-CAS-V + R-STUDS-08110

resin name stud code thread diameter

stud overall length

R-CA

S-v +

R-S

TUDS

r-CaS-v

r-StUdS

r-StUdS-fl


89 B


R-CAS-v + R-STUDS

Threadsize



[mm]


160 R-STUDS-08160 - R-STUDS-08160-A4

M10


170 R-STUDS-10170 - R-STUDS-10170-A4

190 R-STUDS-10190 - R-STUDS-10190-A4

M12


190 R-STUDS-12190 - R-STUDS-12190-A4

220 R-STUDS-12220 - R-STUDS-12220-A4

260 R-STUDS-12260 - R-STUDS-12260-A4

300 R-STUDS-12300 - R-STUDS-12300-A4

M16


220 R-STUDS-16220 - R-STUDS-16220-A4

260 R-STUDS-16260 - R-STUDS-16260-A4

300 R-STUDS-16300 - R-STUDS-16300-A4

380 R-STUDS-16380 - R-STUDS-16380-A4

M20


300 R-STUDS-20300 - R-STUDS-20300-A4

350 R-STUDS-20350 - R-STUDS-20350-A4




B 90




R-STUDS 520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS 420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




M0rk,s [Nm]

R-STUDS 19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS 11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5


[°C] [minutes]

5

-5 -- 480

0 -- 240

5 -- 150

10 10 -- 120

15 15 -- 90

20 20 -- 45

2530 -- 20

40 -- 10



R-CA

S-v +

R-S

TUDS


91 B

InStallatIon GUIdE

1. Drillholetocorrectdiameteranddepthforstudsizebeingused.2. Clean the hole with brush and hand pump at least four times each. 3. Insert R-CAS-v capsule into the hole. Connect stud to drilling machine using appropriate driver system.4. Position the stud into the glass capsule then switch on the drilling machine and drive the stud into the capsule. Switch off the drilling machine

as soon as the bottom of the hole is reached.5. Leave the anchor undisturbed until the curing time elapses. 6. Attach fixture and tighten the nut to the required torque.

InStallatIon data








Torque Tinst [Nm] 10 20 40 80 120 180 300

Minimum spacing smin [mm] 0.5 × hef


R-CAS-v + R-STUDS


B 92

pErformanCE data

* Particular safety factors for use in substrate category 2 (wet substrate) γMc = 2.1

R-CA

S-v +

R-S

TUDS



TENSION LOADS








Characteristic resistance NRk [kN] 25.0 30.0 50.0 60.0 95.0 140.0 200.0Design resistance γMc = 1.8* NRd [kN] 13.9 16.7 27.8 33.3 52.8 77.8 111.1



SHEAR LOADS










93 B



cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.53 45 0.56 0.53 55 0.61 0.58 0.53 65 0.66 0.63 0.57 0.54 85 0.78 0.72 0.65 0.60 0.53

105 0.90 0.83 0.73 0.67 0.58 0.53 120 1.00 0.91 0.79 0.73 0.62 0.56 135 1.00 0.86 0.78 0.66 0.59 0.57150 0.93 0.84 0.70 0.62 0.60165 1.00 0.90 0.74 0.65 0.63190 1.00 0.81 0.71 0.68220 0.89 0.77 0.74255 1.00 0.85 0.81285 0.93 0.87315 1.00 0.94340 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 1.00 45 1.13 1.00 55 1.38 1.22 1.00 65 1.63 1.44 1.18 1.03 85 1.89 1.55 1.35 1.00

105 1.91 1.67 1.24 1.00 135 2.14 1.59 1.29 1.00155 2.46 1.82 1.48 1.15185 2.18 1.76 1.37225 2.14 1.67255 1.89285 2.11

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.58 45 0.59 0.58 55 0.61 0.60 0.58 65 0.64 0.62 0.60 0.59 85 0.68 0.66 0.63 0.61 0.58

105 0.72 0.69 0.66 0.64 0.60 0.58 135 0.78 0.75 0.70 0.68 0.63 0.61 0.60160 0.83 0.80 0.74 0.71 0.66 0.63 0.62200 0.92 0.87 0.80 0.77 0.70 0.66 0.65240 1.00 0.94 0.86 0.82 0.74 0.69 0.68270 1.00 0.91 0.86 0.76 0.71 0.70300 0.95 0.90 0.79 0.74 0.72330 1.00 0.94 0.82 0.76 0.74375 1.00 0.87 0.80 0.78420 0.91 0.83 0.81460 0.95 0.87 0.84510 1.00 0.90 0.88570 0.95 0.92630 1.00 0.97680 1.00

R-CAS-v + R-STUDS


B 94

r-HaC-v – vinylester capsule resin for concrete


fEatUrES:R-STUDS–5.8steelgrade,zinc-platedmin.5μmR-STUDS-88–8.8steelgrade,zinc-platedmin.5μmR-STUDS-A4 – A4-70 steel gradeR-STUDS-FL–flatheadofstudR-STUDS – hexagonal head of studR-HAC-v – vinylester styrene free resin, capsule

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Wide range of stud diameters•Wide range of stud lengths•Odourless (styrene free resin)•






PRODUCT CODER-HAC-V + R-STUDS-08110


stud overall length

R-HA

C-v +

R-S

TUDS

r-StUdS

r-HaC-v

r-StUdS-fl


95 B


R-HAC-v + R-STUDS

Threadsize



[mm]


160 R-STUDS-08160 - R-STUDS-08160-A4

M10


170 R-STUDS-10170 - R-STUDS-10170-A4

190 R-STUDS-10190 - R-STUDS-10190-A4

M12


190 R-STUDS-12190 - R-STUDS-12190-A4

220 R-STUDS-12220 - R-STUDS-12220-A4

260 R-STUDS-12260 - R-STUDS-12260-A4

300 R-STUDS-12300 - R-STUDS-12300-A4

M16


220 R-STUDS-16220 - R-STUDS-16220-A4

260 R-STUDS-16260 - R-STUDS-16260-A4

300 R-STUDS-16300 - R-STUDS-16300-A4

380 R-STUDS-16380 - R-STUDS-16380-A4

M20


300 R-STUDS-20300 - R-STUDS-20300-A4

350 R-STUDS-20350 - R-STUDS-20350-A4




B 96




R-STUDS 520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS 420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




M0rk,s [Nm]

R-STUDS 19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS 11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5



5

-5 -- 24

0 -- 14

5 -- 4

10 10 -- 3

15 15 -- 90 min

20 20 -- 45 min

2530 -- 20 min

40 -- 10 min



R-HA

C-v +

R-S

TUDS


97 B

InStallatIon GUIdE

1. Drillholetocorrectdiameteranddepthforstudsizebeingused.2. Clean the hole with brush and hand pump at least four times each. 3. Insert R-CAS-v capsule into the hole. Connect stud to drilling machine using appropriate driver system.4. Position the stud into the glass capsule then switch on the drilling machine and drive the stud into the capsule. Switch off the drilling machine

as soon as the bottom of the hole is reached.5. Leave the anchor undisturbed until the curing time elapses. 6. Attach fixture and tighten the nut to the required torque.

InStallatIon data








Torque Tinst [Nm] 10 20 40 80 120 180 300



R-HAC-v + R-STUDS


B 98

* Particular safety factor γMc = 2.1. ** Particular safety factors for use in substrate category 2 (wet substrate) γMc = 2.1.

pErformanCE data

R-HA

C-v +

R-S

TUDS



TENSION LOADS







PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25 (40ºC/24ºC)

Characteristic resistance NRk [kN] 20.0 25.0 40.0 50.0 95.0 115.0 170.0Design resistance γMc = 1.18** NRd [kN] 9.5* 11.9* 22.2 27.8 52.8 63.9 94.4

PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25 (80ºC/50ºC)

Characteristic resistance NRk [kN] 16.0 20.0 30.0 40.0 75.0 95.0 140.0Design resistance γMc = 1.18** NRd [kN] 7.6* 9.5* 16.7 22.2 41.7 52.8 77.8



SHEAR LOADS










99 B



cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.53 45 0.56 0.53 55 0.61 0.58 0.53 65 0.66 0.63 0.57 0.54 85 0.78 0.72 0.65 0.60 0.53

105 0.90 0.83 0.73 0.67 0.58 0.53 120 1.00 0.91 0.79 0.73 0.62 0.56 135 1.00 0.86 0.78 0.66 0.59 0.57165 1.00 0.90 0.74 0.65 0.63190 1.00 0.81 0.71 0.68220 0.89 0.77 0.74255 1.00 0.85 0.81280 0.91 0.86315 1.00 0.94340 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 1.00 45 1.13 1.00 55 1.38 1.22 1.00 65 1.63 1.44 1.18 1.03 85 1.89 1.55 1.35 1.00

105 1.91 1.67 1.24 1.00 135 2.14 1.59 1.29 1.00155 2.46 1.82 1.48 1.15190 2.24 1.81 1.41225 2.14 1.67250 1.85285 2.11300

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.58 45 0.59 0.58 55 0.61 0.60 0.58 65 0.64 0.62 0.60 0.59 85 0.68 0.66 0.63 0.61 0.58

105 0.72 0.69 0.66 0.64 0.60 0.58 135 0.78 0.75 0.70 0.68 0.63 0.61 0.60160 0.83 0.80 0.74 0.71 0.66 0.63 0.62200 0.92 0.87 0.80 0.77 0.70 0.66 0.65240 1.00 0.94 0.86 0.82 0.74 0.69 0.68270 1.00 0.91 0.86 0.76 0.71 0.70300 0.95 0.90 0.79 0.74 0.72330 1.00 0.94 0.82 0.76 0.74375 1.00 0.87 0.80 0.78420 0.91 0.83 0.81460 0.95 0.87 0.84510 1.00 0.90 0.88570 0.95 0.92630 1.00 0.97680 1.00

R-HAC-v + R-STUDS


B 100

r-Kf2/rp30 – polyester resin for concrete


fEatUrES:R-STUDS–5.8steelgrade,zinc-platedmin.5µmR-STUDS-88–8.8steelgrade,zinc-platedmin.5µmR-STUDS-A4 – A4-70 steel gradeR-STUDS-FL–flatheadofstudR-STUDS – hexagonal head of studR-KF2 – polyester resin, cartridgeRP30 – polyester resin, RAWL CFS (cartridge free system)

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Four embedment depths•Wide range of stud diameters•Wide range of stud lengths•






PRODUCT CODER-KF2 + R-STUDS-08110 RP30 + R-STUDS-08110


stud overall length

r-StUdS

r-StUdS-fl

CfS rp30

r-Kf2

R-KF

2/RP

30 +

R-S

TUDS


101 B


Threadsize



[mm]


160 R-STUDS-08160 - R-STUDS-08160-A4

M10


170 R-STUDS-10170 - R-STUDS-10170-A4

190 R-STUDS-10190 - R-STUDS-10190-A4

M12


190 R-STUDS-12190 - R-STUDS-12190-A4

220 R-STUDS-12220 - R-STUDS-12220-A4

260 R-STUDS-12260 - R-STUDS-12260-A4

300 R-STUDS-12300 - R-STUDS-12300-A4

M16


220 R-STUDS-16220 - R-STUDS-16220-A4

260 R-STUDS-16260 - R-STUDS-16260-A4

300 R-STUDS-16300 - R-STUDS-16300-A4

380 R-STUDS-16380 - R-STUDS-16380-A4

M20


300 R-STUDS-20300 - R-STUDS-20300-A4

350 R-STUDS-20350 - R-STUDS-20350-A4



R-KF2/RP30 + R-STUDS


B 102




R-STUDS 520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800

R-STUDS -A4 700 700 700 700 700 700 700


R-STUDS 420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640

R-STUDS -A4 350 350 350 350 350 350 350




M0rk,s [Nm]

R-STUDS 19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3

R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1


R-STUDS 11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7

R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5



5

-5 60 6

0 40 3

5 20 2

10 10 12 80 min

15 15 8 60 min

20 20 5 45 min

25 30 2 20 min



R-KF

2/RP

30 +

R-S

TUDS


103 B

InStallatIon data






Minimum installation depthhnom min [mm] 60 70 80 100 120 140 165

hnom max [mm] 100 120 145 190 240 290 360

Minimum substrate thickness hmin [mm] hef + 30 ≥ 100 hef + 2×d0

Torque Tinst [Nm] 10 20 40 80 120 180 300

Minimum spacing smin [mm] 0.5 × hef ≥ 40

Minimum edge distance cmin [mm] 0.5 × hef ≥ 40

InStallatIon GUIdE






B 104





TENSION LOADS








Characteristic resistance NRk [kN] 14.3 22.0 28.7 45.2 64.1 73.9 77.8Design resistance γMc = 1.8** NRd [kN] 7.9 12.2 15.9 25.1 35.6 35.2* 37.0*



Increasing factorC30/37 -- 1.11 1.08 1.00C40/50 -- 1.15 1.00C50/60 -- 1.19 1.00


SHEAR LOADS









R-KF

2/RP

30 +

R-S

TUDS


105 B


cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.60 0.56 0.53 50 0.67 0.62 0.58 0.53 60 0.75 0.68 0.64 0.57 0.53 70 0.83 0.75 0.69 0.62 0.57 0.53 80 0.91 0.82 0.75 0.66 0.60 0.56 90 1.00 0.89 0.81 0.70 0.64 0.59 0.55

105 1.00 0.90 0.77 0.69 0.64 0.59120 1.00 0.85 0.75 0.68 0.63150 1.00 0.87 0.78 0.71180 1.00 0.89 0.79210 1.00 0.88250 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 1.00 1.00 1.00 50 1.25 1.25 1.25 1.00 60 1.50 1.50 1.50 1.20 1.00 70 1.75 1.75 1.75 1.40 1.17 1.00 80 2.00 2.00 1.60 1.33 1.14 90 2.25 2.25 1.80 1.50 1.29 1.08

100 2.50 2.00 1.67 1.43 1.20110 2.75 2.20 1.83 1.57 1.33130 2.60 2.17 1.86 1.57160 3.20 2.67 2.29 1.93190 3.17 2.71 2.29230 3.29 2.77270 3.25300 3.61

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.61 0.60 0.58 50 0.64 0.62 0.60 0.58 60 0.67 0.64 0.63 0.60 0.58 70 0.69 0.67 0.65 0.62 0.60 0.58 80 0.72 0.69 0.67 0.63 0.61 0.60 90 0.75 0.71 0.69 0.65 0.63 0.61 0.59

100 0.78 0.74 0.71 0.67 0.64 0.62 0.60120 0.83 0.79 0.75 0.70 0.67 0.64 0.62150 0.92 0.86 0.81 0.75 0.71 0.68 0.65180 1.00 0.93 0.88 0.80 0.75 0.71 0.68210 1.00 0.94 0.85 0.79 0.75 0.71240 1.00 0.90 0.83 0.79 0.74270 0.95 0.88 0.82 0.77300 1.00 0.92 0.86 0.80330 0.96 0.89 0.83360 1.00 0.93 0.86420 1.00 0.92500 1.00




B 106




TENSION LOADS










Characteristic resistance NRk [kN] 13.9 22.6 32 52.3 75.4 86.0 101.8Design resistance γMc = 1.8** NRd [kN] 7.7 12.6 17.8 29.1 41.9 41.0* 48.5*



SHEAR LOADS










R-KF

2/RP

30 +

R-S

TUDS


107 B


cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.58 0.53 50 0.65 0.58 0.53 65 0.75 0.66 0.59 0.53 80 0.86 0.75 0.66 0.58 0.53 95 0.98 0.84 0.73 0.63 0.57 0.54

100 1.00 0.87 0.75 0.65 0.58 0.56 120 1.00 0.85 0.71 0.64 0.60 0.59135 0.92 0.77 0.68 0.64 0.62150 1.00 0.82 0.72 0.67 0.65175 0.92 0.79 0.74 0.71195 1.00 0.86 0.79 0.76220 0.93 0.86 0.82240 1.00 0.91 0.88270 1.00 0.96285 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 1.00 1.00 50 1.25 1.25 1.00 65 1.63 1.63 1.30 1.00 80 2.00 1.60 1.23 1.00 95 1.90 1.46 1.19 1.00

105 2.10 1.62 1.31 1.11 120 1.85 1.50 1.26 1.00135 2.08 1.69 1.42 1.13150 2.31 1.88 1.58 1.25170 2.13 1.79 1.42190 2.38 2.00 1.58210 2.21 1.75230 2.42 1.92250 2.08290 2.42

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.60 0.58 50 0.63 0.60 0.58 65 0.67 0.64 0.61 0.58 80 0.71 0.67 0.63 0.60 0.58 95 0.74 0.70 0.66 0.62 0.60 0.59

105 0.77 0.72 0.68 0.63 0.61 0.60 120 0.81 0.75 0.70 0.65 0.63 0.61 0.61160 0.91 0.83 0.77 0.71 0.67 0.65 0.64195 1.00 0.91 0.83 0.75 0.70 0.68 0.67240 1.00 0.90 0.81 0.75 0.72 0.71270 0.95 0.85 0.78 0.75 0.74300 1.00 0.88 0.81 0.78 0.76340 0.94 0.85 0.81 0.80390 1.00 0.91 0.86 0.84430 0.95 0.90 0.88480 1.00 0.94 0.92540 1.00 0.97570 1.00




B 108




TENSION LOADS













SHEAR LOADS










R-KF

2/RP

30 +

R-S

TUDS


109 B


cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.55 50 0.60 0.55 60 0.66 0.59 0.56 80 0.78 0.69 0.64 0.58

100 0.91 0.79 0.73 0.64 0.57 115 1.00 0.87 0.80 0.69 0.61 140 1.00 0.91 0.78 0.67 0.65 160 1.00 0.86 0.72 0.70 0.68200 1.00 0.83 0.80 0.77225 0.91 0.87 0.84255 1.00 0.95 0.92270 1.00 0.96285 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 1.00 50 1.25 1.00 60 1.50 1.20 1.00 80 1.60 1.33 1.00

100 1.67 1.25 1.00 120 1.50 1.20 1.00 150 1.88 1.50 1.25 1.00180 1.80 1.50 1.20220 1.83 1.47280 1.87

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 0.59 50 0.61 0.59 60 0.63 0.61 0.60 80 0.68 0.64 0.63 0.60

100 0.72 0.68 0.66 0.63 0.60 120 0.77 0.72 0.69 0.65 0.62 0.61 150 0.83 0.77 0.74 0.69 0.65 0.64 0.63180 0.90 0.82 0.79 0.73 0.68 0.67 0.66225 1.00 0.91 0.86 0.79 0.72 0.71 0.70275 1.00 0.94 0.85 0.77 0.75 0.74315 1.00 0.90 0.81 0.79 0.78350 0.94 0.84 0.82 0.81400 1.00 0.89 0.87 0.85450 0.94 0.92 0.89510 1.00 0.97 0.95540 1.00 0.97570 1.00




B 110




TENSION LOADS













SHEAR LOADS










R-KF

2/RP

30 +

R-S

TUDS


111 B


cN [mm]

M8 M10 M12 M16 M20 M24 M30

40 50 0.60 60 0.66 0.59 75 0.75 0.66 0.62 95 0.88 0.76 0.71 0.63

105 0.95 0.82 0.75 0.66 115 1.00 0.87 0.80 0.69 140 1.00 0.91 0.78 0.67 160 1.00 0.86 0.72 0.70 180 0.93 0.78 0.75 0.72200 1.00 0.83 0.80 0.77225 0.91 0.87 0.84255 1.00 0.95 0.92270 1.00 0.96285 1.00


cv [mm]

M8 M10 M12 M16 M20 M24 M30

40 50 1.00 60 1.20 1.00 75 1.25 1.03 95 1.30 1.00

105 1.44 1.11 120 1.26 1.00 145 1.53 1.21 1.00 180 1.50 1.24 1.00210 1.45 1.17240 1.33270 1.50300

Spacing

s [mm]

M8 M10 M12 M16 M20 M24 M30

40 50 0.61 60 0.63 0.61 75 0.67 0.64 0.62 95 0.71 0.67 0.65 0.62

120 0.77 0.72 0.69 0.65 0.62 145 0.82 0.76 0.73 0.68 0.64 0.63 180 0.90 0.82 0.79 0.73 0.68 0.67 0.66225 1.00 0.91 0.86 0.79 0.72 0.71 0.70275 1.00 0.94 0.85 0.77 0.75 0.74315 1.00 0.90 0.81 0.79 0.78345 0.94 0.84 0.82 0.80395 1.00 0.89 0.87 0.85450 0.94 0.92 0.89510 1.00 0.97 0.95540 1.00 0.97570 1.00



B 112

BondEd anCHorS – IntErnallY tHrEadEd SoCKEt anCHor

Threadsize

Socket anchor length Internal thread length Product code

L lg Steel grade 5.8 A2-70 steel grade

[mm] [mm]

M6 75 24 R-ITS-Z-06075 R-ITS-A2-06075*

M875 25 R-ITS-Z-08075 R-ITS-A2-08075*

90 25 R-ITS-Z-08090 R-ITS-A2-08090*

M1075 30 R-ITS-Z-10075 R-ITS-A2-10075*

100 30 R-ITS-Z-10100 R-ITS-A2-10090*

M12 100 35 R-ITS-Z-12100 R-ITS-A2-12100*

M16 125 50 R-ITS-Z-16125 R-ITS-A2-16125*


fEatUrES:R-ITS-Z–5.8steelgrade,zinc-platedmin.5µmR-ITS-A2 – A2-70 steel gradeRP30 – polyester resin, RAWL CFS (cartridge free system)

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Wide range of socket diameters•

Standard lEnGtH of IntErnallY tHrEadEd SoCKEt




RKγM


PRODUCT CODERP30 + R-ITS-Z-10100

* non stock item

resin name socket code

internal diameter

socket overall length

rp30 + r-ItS – polyester resin for concrete

RP30

+ R

-ITS S

OCKE

T

CfS rp30

r-ItS-Z

113 B



Threadsize M6 M8 M10 M12 M16

Nominal tensile strength fuk [N/mm2]R-ITS-Z 520 520 520 520 520

R-ITS -A2 700 700 700 700 700

Nominal yield stress fyk [N/mm2]R-ITS-Z 420 420 420 420 420

R-ITS -A2 350 350 350 350 350


Section modulus (stud or bolt) Wel [mm3] 12.7 31.2 62.3 109.2 277.5

Characteristic bending moment for stud or bolt

M0rk,s [Nm]

5.8 7.9 19.5 38.9 68.1 173.2

8.8 12.2 30.0 59.8 104.8 266.4

A2-70 10.7 26.2 52.3 91.7 233.1

Allowable bending moment for stud or bolt

M [Nm]

5.8 4.5 11.1 22.2 38.9 98.9

8.8 7.0 17.1 34.2 59.9 152.2

A2-70 4.9 12.0 24.0 42.0 106.7



5

-5 60 6

0 40 3

5 20 2

10 10 12 80 min

15 15 8 60 min

20 20 5 45 min

25 30 2 20 min



InStallatIon data

Socketanchorsize M6 M8 M10 M12 M16

Internal diameter of socket anchor d [mm] 6 8 10 12 16


Socket anchor diameter dz [mm] 11 12.5 16.5 18 25


Minimum installation depth hnom [mm] 75 75/90 75/100 100 125

Minimum substrate thickness hmin [mm] 0.5 × hef

Torque Tinst [Nm] 3 5 10 20 40



RP30 + R-ITS SOCKET

B 114


InStallatIon GUIdE

1. Drillholetothecorrectdiameteranddepthforsocketanchorsizebeingused.2. Clean the hole with brush and hand pump at least four times each. 3. Insertcartridge(orfoil)intogunandattachnozzle.4. Dispensetowasteuntilanevencolourisobtained.Insertthemixingnozzletothefarendoftheholeandinjecttheresin,slowlywithdrawing

thenozzleastheholeisfilledto2/3ofitsdepth.5. Immediately insert the socket anchor, slowly and with a slight twisting motion. Remove any excess resin around the hole before it sets and leave

it undisturbed until the curing time elapses.6. Attach fixture and tighten the stud with nut to the required torque.

pErformanCE data



TENSION LOADS




Characteristic resistance NRk,s [kN] 16 29.0 29.0 46.0 46.0 67.0 126.0Design resistance γMs = 1.5 NRd,s [kN] 10.7 19.3 19.3 30.7 30.7 44.7 84.0


Characteristic resistance NRk,s [kN] 14 26.0 26.0 41.0 41.0 59.0 110.0Design resistance γMs = 1.87 NRd,s [kN] 7.5 13.9 13.9 21.9 21.9 31.6 58.8


Characteristic resistance NRk [kN] 14.6 19.2 21.7 27.5 36.6 36.6 54.0Design resistance γMc = 2.1 NRd [kN] 7.0 9.1 10.3 13.1 17.4 17.4 25.7



RP30

+ R

-ITS S

OCKE

T

115 B






SHEAR LOADS










cN [mm]

M6 M8/ 75

M8/ 90

M10/ 75

M10/ 100 M12 M16

40 0.55 0.55 0.55 45 0.57 0.57 0.53 0.57 50 0.60 0.60 0.56 0.60 0.53 0.53 55 0.63 0.63 0.58 0.63 0.55 0.55 65 0.69 0.69 0.63 0.69 0.59 0.59 0.5475 0.75 0.75 0.67 0.75 0.64 0.64 0.5785 0.81 0.81 0.72 0.81 0.68 0.68 0.6195 0.88 0.88 0.78 0.88 0.73 0.73 0.64

105 0.95 0.95 0.83 0.95 0.77 0.77 0.68115 1.00 1.00 0.88 1.00 0.82 0.82 0.71135 1.00 0.92 0.92 0.79150 1.00 1.00 0.85165 0.91185 0.99


cv [mm]

M6 M8/ 75

M8/ 90

M10/ 75

M10/ 100 M12 M16

40 1.00 1.00 1.00 45 1.13 1.13 1.00 1.13 50 1.25 1.25 1.11 1.25 1.00 1.00 55 1.38 1.38 1.22 1.38 1.10 1.10 60 1.50 1.33 1.50 1.20 1.20 63 1.58 1.40 1.58 1.26 1.26 1.0070 1.75 1.40 1.40 1.1175 1.88 1.50 1.50 1.1980 2.00 1.60 1.2785 1.70 1.3590 1.80 1.4395 1.90 1.51

100 1.59115 1.83135 2.14

Spacing

s [mm]

M6 M8/ 75

M8/ 90

M10/ 75

M10/ 100 M12 M16

40 0.59 0.59 0.59 45 0.60 0.60 0.58 0.60 50 0.61 0.61 0.59 0.61 0.58 0.58 65 0.64 0.64 0.62 0.64 0.61 0.61 0.5985 0.69 0.69 0.66 0.69 0.64 0.64 0.61

105 0.73 0.73 0.69 0.73 0.68 0.68 0.64135 0.80 0.80 0.75 0.80 0.73 0.73 0.68160 0.86 0.86 0.80 0.86 0.77 0.77 0.71200 0.94 0.94 0.87 0.94 0.83 0.83 0.77225 1.00 1.00 0.92 1.00 0.88 0.88 0.80270 1.00 0.95 0.95 0.86300 1.00 1.00 0.90330 0.94375 1.00

RP30 + R-ITS SOCKET

B 116


r-KEm+/rm50 + r-ItS – polyester styrene free resin


fEatUrES:R-ITS-Z–5.8steelgrade,zinc-platedmin.5µmR-ITS-A2 – A2-70 steel gradeR-KEM+ – polyester styrene free resin, cartridgeRM50 – polyester styrene free resin, RAWL CFS (cartridge free system)

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Wide range of socket diameters•




RKγM


PRODUCT CODER-KEM+ + R-ITS-Z-10090

RM50 + R-ITS-Z-10090

resin name socket code

internal diameter

overall length

R-KE

M+/R

M50 +

R-ITS

SOCK

ET

r-KEm+

CfS rm50

r-ItS-Z

117 B


Standard lEnGtH of IntErnallY tHrEadEd SoCKEt

* non stock item



Nominal tensile strength fuk [N/mm2]R-ITS-Z 520 520 520 520 520

R-ITS -A2 700 700 700 700 700

Nominal yield stress fyk [N/mm2]R-ITS-Z 420 420 420 420 420

R-ITS -A2 350 350 350 350 350


Section modulus (stud or bolt) Wel [mm3] 12.7 31.2 62.3 109.2 277.5

Characteristic bending moment for stud or bolt

M0rk,s [Nm]

5.8 7.9 19.5 38.9 68.1 173.2

8.8 12.2 30.0 59.8 104.8 266.4

A2-70 10.7 26.2 52.3 91.7 233.1

Allowable bending moment for stud or bolt

M [Nm]

5.8 4.5 11.1 22.2 38.9 98.9

8.8 7.0 17.1 34.2 59.9 152.2

A2-70 4.9 12.0 24.0 42.0 106.7

Threadsize

Socket anchor length Internal thread length Product code

L lg Steel grade 5.8 A2-70 steel grade

[mm] [mm]

M6 75 24 R-ITS-Z-06075 R-ITS-A2-06075*

M8 75 25 R-ITS-Z-08075 R-ITS-A2-08075*

M8 90 25 R-ITS-Z-08090 R-ITS-A2-08090*

M10 75 30 R-ITS-Z-10075 R-ITS-A2-10075*

M10 100 30 R-ITS-Z-10100 R-ITS-A2-10090*

M12 100 35 R-ITS-Z-12100 R-ITS-A2-12100*

M16 125 50 R-ITS-Z-16125 R-ITS-A2-16125*

R-KEM+/RM50 + R-ITS SOCKET


[°C] [minutes]

5 -5 70 480

5 0 45 240

5 5 25 120

10 10 15 90

15 15 9 60

20 20 5 45

25 30 2 30



B 118


InStallatIon data

Socketanchorsize M6 M8 M10 M12 M16

Internal diameter of socket anchor d [mm] 6 8 10 12 16Hole diameter in substrate d0 [mm] 12 14 20 22 28Socket anchor diameter dz [mm] 11 12.5 16.5 18 25Minimum hole depth h0 [mm] hef + 5Minimum installation depth hnom [mm] 75 75/90 75/100 100 125Minimum substrate thickness hmin [mm] 0.5 × hef

Torque Tinst [Nm] 3 5 10 20 40Minimum spacing smin [mm] 0.5 × hef


InStallatIon GUIdE

1. Drillholetothecorrectdiameteranddepthforsocketanchorsizebeingused.2. Clean the hole with brush and hand pump at least four times each. 3. Insertcartridge(orfoil)intogunandattachnozzle.4. Dispensetowasteuntilanevencolourisobtained.Insertthemixingnozzletothefarendoftheholeandinjecttheresin,slowlywithdrawing

thenozzleastheholeisfilledto2/3ofitsdepth.5. Immediately insert the socket anchor, slowly and with a slight twisting motion. Remove any excess resin around the hole before it sets and leave

it undisturbed until the curing time elapses.6. Attach fixture and tighten the stud with nut to the required torque.

pErformanCE data

Size M6 M8 M10 M12 M16Effective embedment depth hef [mm] 75 75 90 75 100 100 125TENSION LOADS

STEEL FAILURE, STEEL GRADE 5.8Characteristic resistance NRk,s [kN] 10.4 18.0 18.0 29.0 29.0 42.0 78.0Design resistance γMs = 1.5 NRd,s [kN] 6.9 12.0 12.0 19.3 19.3 28.0 52.0STEEL FAILURE, STEEL GRADE 8.8Characteristic resistance NRk,s [kN] 16 29.0 29.0 46.0 46.0 67.0 126.0Design resistance γMs = 1.5 NRd,s [kN] 10.7 19.3 19.3 30.7 30.7 44.7 84.0STEEL FAILURE, A4-70 STEEL GRADECharacteristic resistance NRk,s [kN] 14 26.0 26.0 41.0 41.0 59.0 110.0Design resistance γMs = 1.87 NRd,s [kN] 7.5 13.9 13.9 21.9 21.9 31.6 58.8

R-KE

M+/R

M50 +

R-ITS

SOCK

ET

119 B



Size M6 M8 M10 M12 M16Effective embedment depth hef [mm] 75 75 90 75 100 100 125PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 14.6 19.2 21.7 27.5 36.6 36.6 54.0Design resistance γMc = 2.1 NRd [kN] 7.0 9.1 10.3 13.1 17.4 17.4 25.7


Spacing scr,N [mm] 225 225 270 225 300 300 375Edge distance ccr,N [mm] 113 113 135 113 150 150 188SHEAR LOADS

CONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 40 40 45 40 50 50 63Characteristic resistance for cmin vRk,c [kN] 4.1 4.3 5.3 4.7 7.0 7.0 11.5Design resistance γMc = 1.8 vRd,c [kN] 2.3 2.4 2.9 2.6 3.9 3.9 6.4STEEL FAILURE, STEEL GRADE 5.8Characteristic resistance vRk,s [kN] 6.2 9.0 9.0 14.0 14.0 21.0 39.0Design resistance γMs = 1.5 vRd,s [kN] 4.1 6.0 6.0 9.3 9.3 14.0 26.0Edge distance ccr,v [mm] 53 66 64 82 79 104 142STEEL FAILURE, STEEL GRADE 8.8Characteristic resistance vRk,s [kN] 9.6 15.0 15.0 23.0 23.0 34.0 63.0Design resistance γMs = 1.25 vRd,s [kN] 6.4 10.0 10.0 15.3 15.3 22.7 42.0Edge distance ccr,v [mm] 71 93 90 115 110 143 196STEEL FAILURE, A4-70 STEEL GRADECharacteristic resistance vRk,s [kN] 8.4 13.0 13.0 20.0 20.0 29.0 55.0Design resistance γMs = 1.5 vRd,s [kN] 5.6 8.7 8.7 13.3 13.3 19.3 36.7Edge distance ccr,v [mm] 65 84 82 104 101 129 179



cN [mm]

M6 M8/ 75

M8/ 90

M10/ 75

M10/ 100 M12 M16

40 0.55 0.55 0.55 45 0.57 0.57 0.53 0.57 50 0.60 0.60 0.56 0.60 0.53 0.53 55 0.63 0.63 0.58 0.63 0.55 0.55 65 0.69 0.69 0.63 0.69 0.59 0.59 0.5475 0.75 0.75 0.67 0.75 0.64 0.64 0.5785 0.81 0.81 0.72 0.81 0.68 0.68 0.6195 0.88 0.88 0.78 0.88 0.73 0.73 0.64

105 0.95 0.95 0.83 0.95 0.77 0.77 0.68115 1.00 1.00 0.88 1.00 0.82 0.82 0.71135 1.00 0.92 0.92 0.79150 1.00 1.00 0.85165 0.91185 0.99


cv [mm]

M6 M8/ 75

M8/ 90

M10/ 75

M10/ 100 M12 M16

40 1.00 1.00 1.00 45 1.13 1.13 1.00 1.13 50 1.25 1.25 1.11 1.25 1.00 1.00 55 1.38 1.22 1.38 1.10 1.10 60 1.50 1.33 1.50 1.20 1.20 63 1.58 1.40 1.58 1.26 1.26 1.0070 1.75 1.40 1.40 1.1175 1.88 1.50 1.50 1.1980 2.00 1.60 1.2785 1.70 1.3590 1.80 1.4395 1.90 1.51

100 2.00 1.59115 1.83135 2.14

Spacing

s [mm]

M6 M8/ 75

M8/ 90

M10/ 75

M10/ 100 M12 M16

40 0.59 0.59 0.59 45 0.60 0.60 0.58 0.60 50 0.61 0.61 0.59 0.61 0.58 0.58 65 0.64 0.64 0.62 0.64 0.61 0.61 0.5985 0.69 0.69 0.66 0.69 0.64 0.64 0.61

105 0.73 0.73 0.69 0.73 0.68 0.68 0.64135 0.80 0.80 0.75 0.80 0.73 0.73 0.68160 0.86 0.86 0.80 0.86 0.77 0.77 0.71200 0.94 0.94 0.87 0.94 0.83 0.83 0.77225 1.00 1.00 0.92 1.00 0.88 0.88 0.80270 1.00 0.95 0.95 0.86300 1.00 1.00 0.90330 0.94375 1.00

R-KEM+/RM50 + R-ITS SOCKET

BondEd anCHorS – rEBar

B 120

rp30 – polyester resin for concrete


fEatUrES:Rebar, steel grade min. A-II (18G2, 34GS, BSt500, B500SP)RP-30 – polyester resin, RAWL CFS (cartridge free system)

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Four effective embedment depths•

PRODUCT CODERP30

resin name




RKγM


RP30

+ R

EBAR

CfS rp30

rEBar


121 B


Rebar diameter Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø32

Nominal tensile strength

fuk [N/mm2]

RB5001 / BSt500S2 550 550 550 550 550 550 550 550

B500SP1 575 575 575 575 575 575 575 575

34GS1 500 500 500 500 500 500 500 500

18G21 480 480 480 480 480 480 480 480


RB5001 / BSt500S2 500 500 500 500 500 500 500 500

B500SP1 500 500 500 500 500 500 500 500

34GS1 410 410 410 410 410 410 410 410

18G21 355 355 355 355 355 355 355 355

Cross-sectional area As [mm2] 50.3 78.5 113.1 153.9 201.1 314.2 490.9 804.2

Section modulus Wel [mm3] 50.3 98.2 169.6 269.4 402.1 785.4 1534.0 3220.0


M0rk,s [Nm]

RB5001 / BSt500S2 33.2 64.8 111.9 177.8 265.4 518.4 1012.4 2125.2

B500SP1 34.7 67.8 117.0 185.9 277.4 541.9 1058.5 2221.8

34GS1 30.2 58.9 101.8 161.6 241.3 471.2 920.4 1932.0

18G21 29.0 56.6 97.7 155.2 231.6 452.4 883.6 1854.7

Allowable bending moment

M [Nm]

RB5001 / BSt500S2 19.0 37.0 64.0 101.6 151.6 296.2 578.5 1214.4

B500SP1 19.8 38.7 66.9 106.2 158.5 309.7 604.8 1269.6

34GS1 17.2 33.7 58.1 92.4 137.9 269.3 525.9 1104.0

18G21 16.6 32.3 55.8 88.7 132.3 258.5 504.9 1059.8

1 according to PN-EN 10080:2005 (U)2 according to DIN 488



5

-5 60 6

0 40 3

5 20 2

10 10 12 80 min

15 15 8 60 min

20 20 5 45 min

25 30 2 20 min



RP30 + REBAR


B 122

InStallatIon GUIdE

1. Drillholetothecorrectdiameteranddepthforrebarsizebeingused.2. Clean the hole with brush and hand pump at least four times each. 3. Insertcartridge(orfoil)intogunandattachnozzle.4. Dispensetowasteuntilanevencolourisobtained.Insertthemixingnozzletothefarendoftheholeandinjecttheresin,slowlywithdrawing

thenozzleastheholeisfilledto2/3ofitsdepth.5. Immediately insert rebar, slowly and with a slight twisting motion. Remove any excess resin around the hole before it sets and leave it undistur-

bed until the curing time elapses.

InStallatIon data

Rebarsize Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø32

Rebar diameter d [mm] 8 10 12 14 16 20 25 32

Hole diameter in substrate d0 [mm] 10 12 16 18 20 25 32 40


Minimum installation depth hnom [mm] 60 60 72 84 98 120 150 192

Minimum substrate thickness hmin [mm] 2×hef

Minimum spacing smin [mm] 4 × ds ≥ 50

Minimum edge distance cmin [mm] 50 + 0.08 × hefRP30

+ R

EBAR


123 B

pEr

for

ma

nCE

dat

a

6070

8090

100

110

120

130

140

150

160

180

200

220

240

260

280

300

340

380

420

460

500

550

814

.316

.719

.121

.523

.926

.327

.6

1018

.822

.025

.128

.331

.434

.537

.740

.843

.1

1225

.128

.632

.235

.839

.443

.046

.550

.153

.757

.362

.1

1431

.735

.639

.643

.547

.551

.455

.459

.363

.371

.279

.184

.7

1645

.249

.754

.358

.863

.367

.872

.381

.490

.499

.510

8.511

0.5

2064

.169

.474

.780

.185

.496

.110

6.811

7.412

8.113

8.814

9.516

0.117

2.7

2510

0.110

6.812

0.113

3.514

6.816

0.117

3.518

6.820

0.222

6.925

3.627

0.0

3215

3.717

0.818

7.920

5.022

2.123

9.125

6.229

0.432

4.635

8.739

2.942

7.044

2.2

6070

8090

100

110

120

130

140

150

160

180

200

220

240

260

280

300

340

380

420

460

500

550

86.8

8.09.1

10.2

11.4

12.5

13.1

109.0

10.5

12.0

13.5

15.0

16.4

17.9

19.4

20.5

12

11.9

13.6

15.3

17.0

18.8

20.5

22.2

23.9

25.6

27.3

29.6

14

15

.117

.018

.820

.722

.624

.526

.428

.330

.133

.937

.740

.3

16

21

.523

.725

.828

.030

.132

.334

.538

.843

.147

.451

.752

.6

20

30

.533

.035

.638

.140

.745

.850

.855

.961

.066

.171

.276

.382

.2

25

47.7

50.8

57.2

63.5

69.9

76.3

82.6

89.0

95.3

108.0

120.7

128.6

32

73.2

81.3

89.5

97.6

105.7

113.9

122.0

138.3

154.5

170.8

187.1

203.4

210.6

d s d s

l v l v

Stee

l gr

ade A

-II

(ie.18

G2)

Stee

l gr

ade A

-III

(ie.34

GS)

Stee

l gra

de A-

IIIN

(ie.R

B500

, BSt

500S

, B5

00SP

)

24.1

25.2

27.6

37.7

39.3

43.1

54.3

56.6

62.1

73.9

77.0

84.7

96.5

100.6

110.5

150.8

157.1

172.7

235.6

245.5

270.0

386.0

402.1

442.3

Reba

r em

bedm

ent d

epth

18G2

or R

B500

usin

g RP

30 re

sin –

Char

acte

ristic

resis

tanc

e[kN

]

Reba

r em

bedm

ent d

epth

18G2

or R

B500

usin

g RP

30 re

sin –

Des

ign

resis

tanc

e [kN

]

l v – em

bedm

ent d

epth

;

γ M =

2.1;

– ad

dition

al ra

nge f

or st

eel g

rade

A-III

N

– ad

dition

al ra

nge f

or st

eel g

rade

A-III

N

RP30 + REBAR


B 124

r-HaC-v – vinylester capsule resin for concrete


fEatUrES:Rebar, steel grade min A-II (18G2, 34GS, BSt500, B500SP)R-HAC-v – vinylester styrene free resin, capsule

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Odourless (styrene free resin)•






PRODUCT CODER-HAC-V 08

resin name

rebar diameter

R-HA

C-v +

REB

AR

r-HaC-v

rEBar


125 B



[°C] [minutes]

5

-5 -- 24

0 -- 14

5 -- 4

10 10 -- 3

15 15 -- 90 min

20 20 -- 45 min

2530 -- 20 min

40 -- 10 min



Rebar diameter Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25


fuk [N/mm2]

RB5001 / BSt500S2 550 550 550 550 550 550 550

B500SP1 575 575 575 575 575 575 575

34GS1 500 500 500 500 500 500 500

18G21 480 480 480 480 480 480 480


RB5001 / BSt500S2 500 500 500 500 500 500 500

B500SP1 500 500 500 500 500 500 500

34GS1 410 410 410 410 410 410 410

18G21 355 355 355 355 355 355 355




M0rk,s [Nm]

RB5001 / BSt500S2 33.2 64.8 111.9 177.8 265.4 518.4 1012.4

B500SP1 34.7 67.8 117.0 185.9 277.4 541.9 1058.5

34GS1 30.2 58.9 101.8 161.6 241.3 471.2 920.4

18G21 29.0 56.6 97.7 155.2 231.6 452.4 883.6


M [Nm]

RB5001 / BSt500S2 19.0 37.0 64.0 101.6 151.6 296.2 578.5

B500SP1 19.8 38.7 66.9 106.2 158.5 309.7 604.8

34GS1 17.2 33.7 58.1 92.4 137.9 269.3 525.9

18G21 16.6 32.3 55.8 88.7 132.3 258.5 504.9


R-HAC-v + REBAR


B 126

1. Drill appropriate hole for anchor taking care to achieve the exact hole depth.2. Clean the hole using brush and air four times.3. Insert capsule(s).4. The rebar is simply hammered through the capsule using a manual hammer (F8 - F12) or mechanical hammer (F16 - F32). Leave undisturbed until resin has set.5. Pour new concrete.

InStallatIon GUIdE

pErformanCE data

InStallatIon data

Rebarsize Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

Rebar diameter d [mm] 8 10 12 14 16 20 25







Size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25Effective embedment depth hef [mm] 80 90 110 125 170 210 270TENSION LOADSSTEEL FAILURE, STEEL GRADE A-II (IE.18G2)Characteristic resistance NRk,s [kN] 24.1 37.7 54.3 73.9 96.5 150.8 235.6Design resistance γMs = 1.5 NRd,s [kN] 16.1 25.1 36.2 49.3 64.3 100.5 157.1STEEL FAILURE, STEEL GRADE 8.8Characteristic resistance NRk,s [kN] 25.2 39.6 56.6 77.0 100.6 157.1 245.5Design resistance γMs = 1.5 NRd,s [kN] 16.8 26.4 37.7 51.3 67.1 104.7 163.7STEEL FAILURE, A4-70 STEEL GRADECharacteristic resistance NRk,s [kN] 27.6 43.1 62.1 84.7 110.5 172.7 270.0Design resistance γMs = 1.5 NRd,s [kN] 18.4 28.7 41.4 56.5 73.7 115.1 180.0

R-HA

C-v +

REB

AR


127 B


EdGE dIStanCE and SpaCInGEdge distance (tensile)

cN [mm]

Ø8 Ø10 Ø12 Ø16 Ø20 Ø25

40 0.53 45 0.56 0.53 55 0.61 0.58 0.53 65 0.66 0.63 0.57 0.57 85 0.78 0.72 0.65 0.65 0.60

105 0.90 0.83 0.73 0.73 0.67 0.58120 1.00 0.91 0.79 0.79 0.73 0.62135 1.00 0.86 0.86 0.78 0.66165 1.00 1.00 0.90 0.74190 1.00 0.81220 0.89255 1.00280 1.00


cv [mm]

Ø8 Ø10 Ø12 Ø16 Ø20 Ø25

40 1.00 45 1.13 1.00 55 1.38 1.22 1.00 65 1.63 1.44 1.18 1.03 85 1.89 1.55 1.35 1.00

105 2.33 1.91 1.67 1.24 1.00125 2.27 1.98 1.47 1.19135 2.14 1.59 1.29150 2.38 1.76 1.43165 1.94 1.57185 1.76205 1.95

Spacing

s [mm]

Ø8 Ø10 Ø12 Ø16 Ø20 Ø25

40 0.58 45 0.59 0.58 55 0.61 0.60 0.58 65 0.64 0.62 0.60 0.60 85 0.68 0.66 0.63 0.63 0.61

105 0.72 0.69 0.66 0.66 0.64 0.60135 0.78 0.75 0.70 0.70 0.68 0.63160 0.83 0.80 0.74 0.74 0.71 0.66200 0.92 0.87 0.80 0.80 0.77 0.70240 1.00 0.94 0.86 0.86 0.82 0.74270 1.00 0.91 0.91 0.86 0.76300 0.95 0.95 0.90 0.79330 1.00 1.00 0.94 0.82375 1.00 0.87420 0.91460 0.95510 1.00

Size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25Effective embedment depth hef [mm] 80 90 110 125 170 210 270PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25 (40°C/24°C)Characteristic resistance NRk [kN] 16.0 20.0 30.0 40.0 50.0 60.0 95.0Design resistance γMc = 2.1 NRd [kN] 7.6 9.5 14.3 19.0 23.8 28.6 45.2PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25 (80°C/50°C)Characteristic resistance NRk [kN] 12.0 16.0 20.0 30.0 40.0 50.0 75.0Design resistance γMc = 2.1 NRd [kN] 5.7 7.6 9.5 14.3 19.0 23.8 35.7

Increasing factorC30/37 -- 1.08 1.04 1.00C40/50 -- 1.15 1.07 1.00C50/60 -- 1.19 1.09 1.00

Spacing scr,N [mm] 240 270 330 330 375 510 630Edge distance ccr,N [mm] 120 135 165 165 190 255 315SHEAR LOADSCONCRETE EDGE FAILURE C20/25Edge distance cmin [mm] 40 45 55 63 85 105 135Characteristic resistance for cmin vRk,c [kN] 4.1 5.3 7.7 10.0 17.8 26.8 44.9Design resistance γMc = 1.5 vRd,c [kN] 2.7 3.5 5.1 6.7 11.9 17.9 29.9STEEL FAILURE, STEEL GRADE 5.8Characteristic resistance vRk,s [kN] 12.1 18.9 27.2 37.0 48.3 75.4 117.8Design resistance γMs = 1.5 vRd,s [kN] 8.0 12.6 18.1 24.6 32.2 50.3 78.5Edge distance ccr,v [mm] 82 105 127 150 165 209 257STEEL FAILURE, STEEL GRADE 8.8Characteristic resistance vRk,s [kN] 12.6 19.8 28.3 38.5 50.3 78.6 122.8Design resistance γMs = 1.5 vRd,s [kN] 8.4 13.2 18.9 25.7 33.5 52.4 81.8Edge distance ccr,v [mm] 84 109 131 154 170 215 264STEEL FAILURE, A4-70 STEEL GRADECharacteristic resistance vRk,s [kN] 13.8 21.6 31.1 42.4 55.3 86.4 135.0Design resistance γMs = 1.5 vRd,s [kN] 9.2 14.4 20.7 28.2 36.8 57.6 90.0Edge distance ccr,v [mm] 90 115 139 164 181 229 281

R-HAC-v + REBAR


B 128

r-KEr/rv200 – vinylester resin for concrete


SK : Characteristic loadSD : Design loadRD : Anchor’s design resistanceRK : Anchor’s characteristic resistance (tension

force, shear force and oblique force)γF : Partial safety factor = 1.4 (load) γM: Partial safety factor (resistance)

RKγM



fEatUrES:Rebar, steel grade min A-II (18G2, 34GS, BSt500, B500SP)R-KER – vinylester styrene free resin, cartridgeR-KER-W – vinylester styrene free resin, cartridge, winter formula down to -20°CRv200 – vinylester styrene free resin, RAWL CFS (cartridge free system) Rv200-W – vinylester styrene free resin, RAWL CFS (cartridge free system), winter formula down to -20°C

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Four eff ective embedment depths•Odourless (styrene free resin)•

PRODUCT CODER-KERRV200

PRODUCT CODER-KER-WRV200-W

resin nameresin name winter version of resin

R-KE

R/R-

KER-

W +

REB

AR

r-KEr

r-KEr-W

rEBar

CfS rv200/rv200-W


129 B


Rebar diameter Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø32


fuk [N/mm2]

RB5001 / BSt500S2 550 550 550 550 550 550 550 550B500SP1 575 575 575 575 575 575 575 575

34GS1 500 500 500 500 500 500 500 50018G21 480 480 480 480 480 480 480 480


RB5001 / BSt500S2 500 500 500 500 500 500 500 500B500SP1 500 500 500 500 500 500 500 500

34GS1 410 410 410 410 410 410 410 41018G21 355 355 355 355 355 355 355 355

Cross-sectional area As [mm2] 50.3 78.5 113.1 153.9 201.1 314.2 490.9 804.2

Section modulus Wel [mm3] 50.3 98.2 169.6 269.4 402.1 785.4 1534.0 3220.0


M0rk,s [Nm]

RB5001 / BSt500S2 33.2 64.8 111.9 177.8 265.4 518.4 1012.4 2125.2B500SP1 34.7 67.8 117.0 185.9 277.4 541.9 1058.5 2221.8

34GS1 30.2 58.9 101.8 161.6 241.3 471.2 920.4 1932.018G21 29.0 56.6 97.7 155.2 231.6 452.4 883.6 1854.7


M [Nm]

RB5001 / BSt500S2 19.0 37.0 64.0 101.6 151.6 296.2 578.5 1214.4B500SP1 19.8 38.7 66.9 106.2 158.5 309.7 604.8 1269.6

34GS1 17.2 33.7 58.1 92.4 137.9 269.3 525.9 1104.018G21 16.6 32.3 55.8 88.7 132.3 258.5 504.9 1059.8



[°C]R-KER, Rv200 R-KER-W, Rv200-W R-KER, Rv200 R-KER-W, Rv200-W

[minutes] [hours]

5

-20 — 100 — 24-15 — 60 — 16-10 — 30 — 8-5 60 16 6 40 40 12 3 25 20 8 2 1

10 10 12 5 80 min 45 min15 15 8 3 60 min 30 min20 20 5 2 45 min 10 min

2530 2 — 20 min —40 0.5 — 10 min —



R-KER/R-KER-W +

REBAR


B 130

InStallatIon data

Rebarsize Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø32

Rebar diameter d [mm] 8 10 12 14 16 20 25 32

Hole diameter in substrate d0 [mm] 12 14 16 18 20 25 32 38


Minimum installation depth hnom [mm] 60 70 80 90 100 120 140 165

Minimum substrate thickness hmin [mm] 100 120 145 170 190 240 290 360



InStallatIon GUIdE




R-KE

R/R-

KER-

W +

REB

AR


131 B

6070

8090

100

110

120

130

140

150

160

180

200

220

240

260

280

300

340

380

420

460

500

550

600

819

.622

.926

.129

.4

1028

.632

.736

.740

.844

.9

1239

.244

.149

.053

.958

.863

.7

1443

.548

.453

.258

.062

.967

.772

.577

.487

.0

1655

.360

.866

.371

.877

.482

.988

.499

.511

0.5

2071

.677

.683

.589

.595

.510

7.411

9.313

1.314

3.215

5.116

7.017

9.0

2598

.910

6.011

3.012

7.214

1.315

5.416

9.618

3.719

7.821

2.024

0.226

8.529

6.7

3212

6.614

0.715

4.716

8.818

2.919

6.921

1.023

9.126

7.329

5.432

3.535

1.738

6.842

2.0

6070

8090

100

110

120

130

140

150

160

180

200

220

240

260

280

300

340

380

420

460

500

550

600

89.3

10.9

12.4

14.0

10

13.6

15.6

17.5

19.4

21.4

12

18

.721

.023

.325

.728

.030

.3

14

20.7

23.0

25.3

27.6

29.9

32.2

34.5

36.8

41.4

16

26

.328

.931

.634

.236

.839

.542

.147

.452

.6

20

34

.136

.939

.842

.645

.551

.156

.862

.568

.273

.979

.585

.2

25

47

.150

.553

.860

.667

.374

.080

.787

.594

.210

0.911

4.412

7.814

1.3

32

60.3

67.0

73.7

80.4

87.1

93.8

100.5

113.9

127.3

140.7

154.1

167.5

184.2

201.0

d s d s

l v l v

pEr

for

ma

nCE

dat

a

Stee

l gr

ade A

-II

(ie.18

G2)

Stee

l gr

ade A

-III

(ie.34

GS)

Stee

l gra

de A-

IIIN

(ie.R

B500

, BSt

500S

, B5

00SP

)

24.1

25.2

27.6

37.7

39.3

43.1

54.3

56.6

62.1

73.9

77.0

84.7

96.5

100.6

110.5

150.8

157.1

172.7

235.6

245.5

270.0

386.0

402.1

442.3

l v – em

bedm

ent d

epth

; –

addit

ional

rang

e for

stee

l gra

de A-

IIIN

l v – em

bedm

ent d

epth

; –

addit

ional

rang

e for

stee

l gra

de A-

IIIN

Reba

r em

bedm

ent d

epth

18G2

or R

B500

usin

g R-

KER

resin

– Ch

arac

teris

tic re

sista

nce[

kN]

Reba

r em

bedm

ent d

epth

18G2

or R

B500

usin

g R-

KER

resin

– D

esig

n re

sista

nce [

kN]

R-KER/R-KER-W +

REBAR


B 132

r-KEX – pure epoxy resin for concrete





RKγM

SK x γF = SD ≤ RD =PRODUCT CODE

R-KEX

resin name

fEatUrES:Rebar, steel grade min A-II (18G2, 34GS, BSt500, B500SP)R-KEX – pure epoxy styrene free resin, cartridge

Can be installed in wet concrete•Canbeinstalledinfloodedholes•Epoxy resin•Odourless (styrene free resin)•

R-KE

X + R

EBAR

rEBar

r-KEX


133 B




fuk [N/mm2]

RB5001 / BSt500S2 550 550 550 550 550 550 550

B500SP1 575 575 575 575 575 575 575

34GS1 500 500 500 500 500 500 500

18G21 480 480 480 480 480 480 480


RB5001 / BSt500S2 500 500 500 500 500 500 500

B500SP1 500 500 500 500 500 500 500

34GS1 410 410 410 410 410 410 410

18G21 355 355 355 355 355 355 355




M0rk,s [Nm]

RB5001 / BSt500S2 33.2 64.8 111.9 177.8 265.4 518.4 1012.4

B500SP1 34.7 67.8 117.0 185.9 277.4 541.9 1058.5

34GS1 30.2 58.9 101.8 161.6 241.3 471.2 920.4

18G21 29.0 56.6 97.7 155.2 231.6 452.4 883.6


M [Nm]

RB5001 / BSt500S2 19.0 37.0 64.0 101.6 151.6 296.2 578.5

B500SP1 19.8 38.7 66.9 106.2 158.5 309.7 604.8

34GS1 17.2 33.7 58.1 92.4 137.9 269.3 525.9

18G21 16.6 32.3 55.8 88.7 132.3 258.5 504.9




5 5 180 16

10 10 120 10

15 15 60 5

20 20 50 4.5

2525 40 4

30 20 3



R-KEX + REBAR


B 134

InStallatIon GUIdE

pErformanCE data

InStallatIon data

Rebarsize Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

Rebar diameter d [mm] 8 10 12 14 16 20 25


Minimum hole depth h0 [mm] 85 95 115 130 130 175 215





Rebar diameter Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25Effective embedment depth hef [mm] 80 90 110 125 125 170 210TENSION LOADS

STEEL FAILURE, STEEL GRADE A-II (IE.18G2)Characteristic resistance NRk,s [kN] 24.1 37.7 54.3 73.9 96.5 150.8 235.6Design resistance γMs=1.5 NRd,s [kN] 16.1 25.1 36.2 49.2 64.4 100.5 157.1STEEL FAILURE, STEEL GRADE A-III (IE. 34GS)Characteristic resistance NRk,s [kN] 25.2 39.3 56.6 77.0 100.6 157.1 245.5Design resistance γMs=1.5 NRd,s [kN] 16.8 26.2 37.7 51.3 67.0 104.7 163.6




R-KE

X + R

EBAR


135 B


STEEL FAILURE, STEEL GRADE A-IIIN (IE. RB500, BST500S, B500SP)Characteristic resistance NRk,s [kN] 27.6 43.1 62.1 84.7 110.5 172.7 270.0Design resistance γMs=1.5 NRd,s [kN] 18.4 28.7 41.4 56.5 73.7 115.1 180.0PULLOUT AND CONCRETE CONE FAILURE IN NON-CRACKED CONCRETE C20/25Characteristic resistance NRk [kN] 24.9 36.7 53.6 67.9 80.1 125.9 181.8Design resistance γMs=2.16 NRd [kN] 11.5 17.0 24.8 31.4 37.1 58.3 84.2


SHEAR LOADS

CONCRETE EDGE FAILURE C20/25Edge distance c [mm] 100 130 150 170 170 210 240Characteristic resistance vRk,c [kN] 12.5 19.6 28.2 38.2 50.2 78.5 122.7Design resistance γMc=2.16 vRd,c [kN] 5.8 9.1 13.1 17.9 23.3 36.6 57.2STEEL FAILURE, STEEL GRADE A-II (IE.18G2)Characteristic resistance vRk,s [kN] 14.5 22.6 32.6 44.3 57.9 90.5 141.4Design resistance γMs=1.5 vRd,s [kN] 9.7 15.1 21.7 29.5 38.6 60.3 94.3STEEL FAILURE, STEEL GRADE A-III (IE. 34GS)Characteristic resistance vRk,s [kN] 15.1 23.6 33.9 46.2 60.3 94.3 147.3Design resistance γMs=1.5 vRd,s [kN] 10.1 15.7 22.6 30.8 40.2 62.8 98.2STEEL FAILURE, STEEL GRADE A-IIIN (IE. RB500, BST500S, B500SP)Characteristic resistance vRk,s [kN] 16.6 25.9 37.3 50.8 66.4 103.7 162.0Design resistance γMs=1.5 vRd,s [kN] 11.1 17.3 24.9 33.9 44.2 69.1 108.0



cN [mm]

Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

40 0.64 45 0.68 0.64 50 0.72 0.67 60 0.81 0.75 0.67 70 0.90 0.83 0.73 0.66 0.66 80 1.00 0.91 0.79 0.71 0.71 90 1.00 0.86 0.77 0.77 0.70

100 0.93 0.82 0.82 0.75 120 1.00 0.94 0.94 0.85 0.73140 1.00 1.00 0.95 0.80160 1.00 0.88180 0.96200 1.00


cv [mm]

Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

40 0.40 50 0.50 0.38 60 0.60 0.46 0.40 70 0.70 0.54 0.47 0.41 0.41 80 0.80 0.62 0.53 0.47 0.47 90 0.90 0.69 0.60 0.53 0.53 0.47

100 1.00 0.77 0.67 0.59 0.59 0.53 120 0.92 0.80 0.71 0.71 0.63 0.50140 1.00 0.93 0.82 0.82 0.74 0.58160 1.00 0.94 0.94 0.84 0.67180 1.00 1.00 0.95 0.75200 1.00 0.83240 1.00

Spacing

s [mm]

Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25

40 0.70 50 0.75 0.69 60 0.80 0.73 0.71 70 0.85 0.77 0.75 0.71 0.71 80 0.90 0.81 0.79 0.74 0.74 90 0.95 0.85 0.82 0.76 0.76 0.71

100 1.00 0.88 0.86 0.79 0.79 0.74 120 0.96 0.93 0.85 0.85 0.79 0.75140 1.00 1.00 0.91 0.91 0.83 0.79160 0.97 0.97 0.88 0.83180 1.00 1.00 0.93 0.88200 0.98 0.92240 1.00 1.00


R-KEX + REBAR

BondEd anCHorS – SolId and HolloW BloCKS

B 136

r-KEm+/rm50 – Bonded anchor for ceramic and hollow substrate

BaSE matErIalS:Solid brick, silicate brick, hollow block, aerated concrete•

fEatUrES:R-STUDS–5.8steelgrade,zinc-platedmin.5µmR-STUDS-88–8.8steelgrade,zinc-platedmin.5µmR-STUDS-A4 – A4-70 steel gradeR-STUDS-FL–flatheadofstudR-STUDS – hexagonal head of studR-KEM+ – polyester styrene free resin), cartridgeRM50 – polyester styrene free resin), foil CFS (cartridge free system)R-PLS – plastic sleeve for hollow substrateR-MS – metal sleeve for hollow substrate

Odourless (styrene free resin)•Wide range of stud lengths•


SK : Characteristic loadSD : Design loadRD : Anchor’s design resistanceRK : Anchor’s characteristic resistance (tension force,

shear force and oblique force)γF : Partial safety factor = 1.4 (load) γM: Partial safety factor (resistance)

RKγM


PRODUCT CODER-KEM+ + R-STUDS 08110

RM50 + R-STUDS 08110

resin name stud code

diameter overall length

R-KE

M+

+ R

-PLS

+ R

-STU

DS

r-KEm+

r-StUdS

Sp-CE r-plS

CfS rm50

r-StUdS-fl


137 B

MeshsleevesizeSize

For use with studsØ [mm] L [mm]

R-PLS-15085 15 85 M8, M10

R-PLS-15130 15 130 M8, M10

R-PLS-20085 20 85 M12

Standard lEnGtH of StUdS and mESH SlEEvES


[°C] [minutes]

5 -5 70 480

5 0 45 240

5 5 25 120

10 10 15 90

15 15 9 60

20 20 5 45

25 30 2 30



Threadsize

Stud overall lengthMax fixture thickness**

Product code

L tfix Steel grade 5.8 Steel grade 8.8 A4-70 steel grade [mm] [mm]

M8110 17 R-STUDS-08110 R-STUDS-08110-88* R-STUDS-08110-A4

160 67 R-STUDS-08160 - R-STUDS-08160-A4

M10

130 28 R-STUDS-10130 R-STUDS-10130-88* R-STUDS-10130-A4

170 68 R-STUDS-10170 - R-STUDS-10170-A4

190 88 R-STUDS-10190 - R-STUDS-10190-A4

M12

160 36 R-STUDS-12160 R-STUDS-12160-88* R-STUDS-12160-A4

190 66 R-STUDS-12190 - R-STUDS-12190-A4

220 96 R-STUDS-12220 - R-STUDS-12220-A4

260 136 R-STUDS-12260 - R-STUDS-12260-A4

300 176 R-STUDS-12300 - R-STUDS-12300-A4

* non stock item** for standard embedment

R-KEM+

+ R-PLS +

R-STUDS


B 138



Nominal tensile strength fuk [N/mm2]R-STUDS 520 520 520 520 520 520 520

R-STUDS -88 800 800 800 800 800 800 800R-STUDS -A4 700 700 700 700 700 700 700

Nominal yield stress fyk [N/mm2]R-STUDS 420 420 420 420 420 420 420

R-STUDS -88 640 640 640 640 640 640 640R-STUDS -A4 350 350 350 350 350 350 350




M0rk,s [Nm]R-STUDS 19.5 38.9 68.1 173.2 337.6 583.4 1165.6

R-STUDS -88 30.0 59.8 104.8 266.4 519.4 897.6 1793.3R-STUDS -A4 26.2 52.3 91.7 233.1 454.4 785.4 1569.1

Allowable bending moment M [Nm]R-STUDS 11.1 22.2 38.9 98.9 192.9 333.4 666.1

R-STUDS -88 17.1 34.2 59.9 152.2 296.8 512.9 1024.7R-STUDS -A4 12.0 24.0 42.0 106.7 208.1 359.6 718.5

InStallatIon data – SolId SUBStratESThreadsize M8 M10 M12

Stud diameter d [mm] 8 10 12

Hole diameter in substrate d0 [mm] 10 12 14

Hole diameter in fixture df [mm] 9 11 13


Minimum installation depth hnom [mm] 80 90 110

Minimum substrate thickness hmin [mm] 120 130 160

Torque Tinst [Nm] 10 20 30



InStallatIon GUIdE – SolId SUBStratES

R-KE

M+

+ R

-PLS

+ R

-STU

DS


139 B

InStallatIon data – HolloW SUBStratES & SUBStratES WItH voIdS*

Threadsize M8 M10 M12

Stud diameter d [mm] 8 10 12

Hole diameter d0 [mm] 16 16 22



Effective embedment depth hef [mm] 85/125 85/125 85

Minimum substrate thickness hmin [mm] 120/250 120/250 120

Torque Tinst [Nm] 10 20 30

Minimum spacing smin [mm] 100

Minimum edge distance cmin [mm] 200* mesh sleeve must be used

InStallatIon GUIdE – HolloW SUBStratES & SUBStratES WItH voIdS

1. Drillholetothecorrectdiameteranddepthforstudormeshsleevesizebeingused.2.1 Solid substrates: Clean the hole with brush and hand pump at least four times each. 2.2 Hollow substrates: Insert mesh sleeve into the hole.

3. Insertcartridge(orfoil)intogunandattachnozzle.4. Dispensetowasteuntilanevencolourisobtained.Insertthemixingnozzletothefarendoftheholeandinjecttheresin,slowlywithdrawing

thenozzleastheholeisfilledto:4.1 Solid substrates: 2/3 of its depth4.2 Hollow substrates: full mesh.

5. Immediately insert the rod, slowly and with a slight twisting motion. Remove excess of resin around the hole before it sets and leave it undi-sturbed until the curing time elapses.

6. Attach fixture and tighten the nut to the required torque.

R-KEM+

+ R-PLS +

R-STUDS


B 140

* mesh sleeve must be used

pErformanCE data – SolId SUBStratES

pErformanCE data – HolloW SUBStratES & SUBStratES WItH voIdS*

EdGE dIStanCE and SpaCInG – SolId SUBStratES

EdGE dIStanCE and SpaCInG – HolloW SUBStratES & SUBStratES WItH voIdS


cN [mm] M8 M10 M12

40 0.64 45 0.69 0.64 55 0.78 0.72 0.6480 1.00 0.92 0.8090 1.00 0.87

110 1.00


cN [mm] M8 M10 M12

200 1.00 1.00 1.00


cv [mm] M8 M10 M12

40 0.64 45 0.69 0.64 55 0.78 0.72 0.6480 1.00 0.92 0.8090 1.00 0.87

110 1.00


cv [mm] M8 M10 M12

200 1.00 1.00 1.00

Spacing

s [mm] M8 M10 M12

40 0.63 45 0.64 0.63 55 0.67 0.65 0.63

160 1.00 0.94 0.86180 1.00 0.91220 1.00

Spacing

s [mm] M8 M10 M12

100 0.70 0.70 0.55150 0.80 0.80 0.70200 0.90 0.90 0.85250 1.00 1.00 1.00

Threadsize M8 M10 M12

Effective embedment depth hef [mm] 80 90 110

SOLID BRICK

Characteristic resistance NRk,s [kN] 8.7 12.1 20.0Design resistance NRd,s [kN] 2.9 4.0 6.7

AERATED CONCRETE

Characteristic resistance NRk,s [kN] 2.2 3.1 4.1Design resistance γMs=1.5 NRd,s [kN] 0.7 1.0 1.4



HOLLOw BRICK (Ex.POROTHERM)*

Characteristic resistance NRk,s [kN] 5.6 7.0 7.0 7.6 7.0Design resistance NRd,s [kN] 1.9 2.3 2.3 2.5 2.3

LIGHT HOLLOw CONCRETE*

Characteristic resistance NRk,s [kN] 3.0 4.3 4.1 4.7 4.1Design resistance γMs=1.5 NRd,s [kN] 1.0 1.4 1.4 1.6 1.4

R-KE

M+

+ R

-PLS

+ R

-STU

DS

larGE-panEl ConStrUCtIon

141 B

CopY-ECo – reinforcement of large-panel construction

BaSE matErIalS:Concrete C12/15•

fEatUrES:Reinforcement of suspension rod in large-•panel construction systemsThe Copy Eco system according to ITB •360/99 instructionIt can be installed in wet concrete•Minimum substrate thickness 70 mm•Odourless (styren free resin)•Temperature in range from -20°C to +40°C•




RKγM


Thread size


L [mm] A2-70 steel grade A4-70 steel grade

M12

160 R-STUDS-12160-A2 R-STUDS-12160-A4*190 R-STUDS-12190-A2 R-STUDS-12190-A4*220 R-STUDS-12220-A2 R-STUDS-12220-A4*260 R-STUDS-12260-A2 R-STUDS-12260-A4*300 R-STUDS-12300-A2 R-STUDS-12300-A4*320 R-STUDS-12320-A2 R-STUDS-12320-A4*330 R-STUDS-12330-A2 R-STUDS-12330-A4*360 R-STUDS-12360-A2 R-STUDS-12360-A4*


* non stock item

Mesh sleeve

Stud overall length Product codeL [mm]

Ø16 1000 R-12

R-STUDS-A2 – steel grade A2-70R-STUDS-A4 – steel grade A4-70R-KER – vinylester styrene free resin, cartridgeRv-200 – vinylester styrene free resin, RAWL CFS (cartridge free system)Metal mesh sleeve Φ16×1000

a1 – facewall thicknessa2 – insulation thickness

old reinforcement system

CopY_ECo system

COPy-ECO

larGE-panEl ConStrUCtIon

B 142

1. Epoxy acrylate resin R-KER, Rv200, R-KER-W, Rv200-Whole Ø18: – hef = 110 mm – hmin = 50 mm2. Steel mesh sleeve Ø163. Threaded rod Φ12-A2 L1 = 350 mm L2 = 180 mm4. Nut and washer A2

Existing layer board

New insulation

layer

InStallatIon data

EdGE dIStanCE and SpaCInGEdge distance

cN [mm] M12150 1.00

Spacings [mm] M12

400 1.00

pErformanCE dataConnectorset(horizontal&angledstudding)*

Displacement [mm] 3 5 10Applicable with R-KER (Rv200) resinCharacteristic resistance NRk,s [kN] 10.3 13.2 —Design resistance γM = 2.1 NRd,s [kN] 4.9 6.2 —Applicable with EPAR resinCharacteristic resistance NRk,s [kN] — 6.1 8.6Design resistance γM = 1.8 NRd,s [kN] — 3.5 4.7

* Minimum two sets of connectors for one slab

Resin temperature Concrete temperature Working time [minutes] Minimum curing time* [hours][°C] R-KER, Rv200 R-KER-W, Rv200-W R-KER, Rv200 R-KER-W, Rv200-W

5

-20 — 100 — 24-15 — 60 — 16-10 — 30 — 8-5 60 16 6 40 40 12 3 25 20 8 2 1

10 10 12 5 80 min 45 min15 15 8 3 60 min 30 min20 20 5 2 45 min 10 min

25 30 2 — 20 min —40 0.5 — 10 min —



Exemplary listing of loads (for 1m2 of the board):– existing: texture layer thickness b1 = 60 mmG = 0.06 × 25.0 = 1.50 kN × γf = 1.1 = 1.65 kN– designed: insulation thickness d1 = 10 cm (mineral wool + adhesive):P1 = 0.1 × 1.6 = 0.16 kN × γf = 1.3 = 0.21 kN external plaster thickness d2 = 5 mm (reinforcing mortar + structure plaster work)P2 = 0.005 × 22.0 = 0.11 kN × γf = 1.3 = 0.14 kNOVERALL: Q = 1.77 kN 2.00 kN

COPy

-ECO

143 C

GEnEral and framE fIXInGS

FF1Frame fi xings 144

KKD, KKS Frame fi xings with short expansion zone 146

KD, KDS Frame fi xings with long expansion zone 148

KWD Hammer-in fi xings with long expansion zone

150

OMetal frame anchor 151

WHO, WHSMetal frame screws 152

KMW, GS Hammer-in metal fi xings 154

FXHammer-in general fi xings 156

FIXExpansion plugs 158

UNOGeneral expansion plugs 161


C 144

r-ff1 – frame fi xing

BaSE matErIalS:• concrete• solidbrick• structuralclaytile• lightweightconcrete• hollowbrick• aeratedconcrete

fEatUrES:PLUG: Polypropylene PP premium grade or Polyamide (Nylon) PA 6.6SCREW:carbonsteel,zinc-platedR-FF1-10K–withcollar;screwwithhexflangeheadTORX40R-FF1-10L – without collar; screw with countersunk head TORX40Two types of plug and screw

applICatIonS:fi xing of wooden and metal structural elements: window&door frames, timber battens, etc.

PRODUCT CODER-FF1-10K080

R-FF1-N-10K080

plug name

head type:K – collar

L – without collar

plug diameter

nylonversion

plug length

r-ff1-n-10K

r-ff1-n-10l

R-FF

1


145 C

Plug type R-FF1-N-10…

Plug diameter d [mm] 10Hole diameter d0 [mm] 10Hole diameter in fixture df [mm] 11Minimum hole depth h0 [mm] 80/60*Effective embedment depth hef [mm] 7050*Minimum substrate thickness hmin [mm] 100Minimum spacing smin [mm] 50Minimum edge distance cmin [mm] 100

Plug type R-FF1-N-10…

SubstrateConcrete C12/15

Concrete C20/25

Structural clay tile

Lightweight concre-te hollow brick

Aerated concrete


TENSION LOADS

Characteristic resistance NRk,p [kN] 10 11 1.2 0.6 1.5Design resistance */** NRd,p [kN] 5.0 5.5 0.6 0.3 0.75

pErformanCE data

InStallatIon data

InStallatIon GUIdE

Standard lEnGtH of plUGS

Product code Plug dimensions Screw dimensions Max fixture thickness

with collar without collard×l

Hex head D×L

Countersunk head D×L

tfix

[mm]

R-FF1(-N)-10K080 R-FF1(-N)-10L080 10×80 7×87 7×89 10/30*R-FF1(-N)-10K100 R-FF1(-N)-10L100 10×100 7×107 7×109 10/50*R-FF1(-N)-10K120 R-FF1(-N)-10L120 10×120 7×127 7×129 10/70*R-FF1(-N)-10K140 R-FF1(-N)-10L140 10×140 7×147 7×149 10/90*R-FF1(-N)-10K160 R-FF1(-N)-10L160 10×160 7×167 7×169 10/110*

* Based on nylon version** With partial safety factor 2.0, unless other national safety factors are applicable.

* Fixing in concrete

* Fixing in concrete

1) 2) 3) 4) 5) 6)

1) 2) 3) 4) 5) 6)

R-FF1


C 146

KKd, KKS – frame fixings with short expansion zone

BaSE matErIalS:• concreteminC20/25 • solidbrick7.5MPa

fEatUrES:PLUG: Polyamide (Nylon) PA 6.6SCREW:carbonsteel,zinc-plated(galvanizedpossibility)withPozidrive(PZ3,4)headandhexhead13

applICatIonS:fixing of wooden and metal structural elements: window&door frames, timber battens, etc.

PRODUCT CODEKKD-10160 KKS-10160

plug name plug diameter plug length

KKS

KKd

KKD,

KKS


147 C

Standard lEnGtH of plUGSProduct code Plug dimensions Screw dimensions Max fixture thickness

KKS-… KKD-…d×l

countersunk head D×L

hex head D×L

tfix

[mm]

KKS-08060 - 08×060 4.9×65 - 0/20*

KKS-08080 - 08×080 4.9×85 - 20/40*

KKS-08100 - 08×100 4.9×105 - 40/60*

KKS-08120 - 08×120 4.9×125 - 60/80*

KKS-10100 KKD-10100 10×100 6.8×105 6.8×105 40/60*

KKS-10120 KKD-10120 10×120 6.8×125 6.8×125 60/80*

KKS-10140 KKD-10140 10×140 6.8×145 6.8×145 80/100*

KKS-10160 KKD-10160 10×160 6.8×165 6.8×165 100/120*

Size Ø 8 Ø 10

Effective embedment depth hef [mm] 60 / 40* 60 / 40*

CONCRETE C20/25

Characteristic resistance NRk,p [kN] 1.2 2.0

Design resistance ** NRd,p [kN] 0.6 1.0

SOLID BRICK 7.5 MPa

Characteristic resistance NRk,p [kN] 0.8 1.7

Design resistance ** NRd,p [kN] 0.4 0.9

pErformanCE data

* fixing in concrete** With partial safety factor 2.0, unless other national safety factors are applicable.

Size Ø 8 Ø 10

Plug diameter d [mm] 8 10

Hole diameter d0 [mm] 8 10

Hole diameter in fixture df [mm] 9 11

Minimum hole depth h0 [mm] 70 / 50* 70 / 50*

Effective embedment depth hef [mm] 60 / 40* 60 / 40*

Minimum substrate thickness hmin [mm] 80 80

Minimum spacing smin [mm] 35 / 25* 35 / 25*

Minimum edge distance cmin [mm] 35 / 25* 35 / 25*

InStallatIon data

* fixing in concrete

* fixing in concrete

KKD, KKS


C 148

KdS, Kd – frame fixings with long expansion zone

PRODUCT CODEKD-10160

KDS-10160

plug name

plug diameter plug length

BaSE matErIalS:• concreteminC20/25 • solidbrick7.5MPa • cavitybrick • aeratedconcrete • clinkerbrick • hollowbrick • stone

fEatUrES:PLUG: Polyamide (Nylon) PA 6.6SCREW:carbonsteel,zinc-plated(galvanizedpossibility)withPozidrive(PZ3,4)headandhexhead13


Kd

KdS

KD, K

DS


149 C

Size Ø 8 Ø 10 Ø 16

Plug diameter d [mm] 8 10 16Hole diameter d0 [mm] 8 10 16Hole diameter in fixture df [mm] 9 11 17Minimum hole depth h0 [mm] 70 70 100Effective embedment depth hef [mm] 60 60 90Minimum substrate thickness hmin [mm] 80 80 120Minimum spacing smin [mm] 30 30 55Minimum edge distance cmin [mm] 30 30 55

InStallatIon data

Product code Plug dimensions Screw dimensions Max fixture thickness

KDS-… KD-…d×l

countersunk head D×L

hex head D×L

tfix

[mm]KDS-08100 - 8×100 4.9×10.5 - 40KDS-08120 - 8×120 4.9×125 - 60KDS-08140 - 8×140 4.9×145 - 80

KDS-10080* KD-10080 10×080 6.8×85 6.8×85 20KDS-10100 KD-10100 10×100 6.8×105 6.8×105 40KDS-10120 KD-10120 10×120 6.8×125 6.8×125 60KDS-10140 KD-10140 10×140 6.8×145 6.8×145 80KDS-10160 KD-10160 10×160 6.8×165 6.8×165 100KDS-10200 KD-10200 10×200 6.8×205 6.8×205 140KDS-10240 KD-10240 10×240 6.8×245 6.8×245 180

- KD-16140 16×140 - 11.7×150 30- KD-16160 16×160 - 11.7×160 50- KD-16200 16×200 - 11.7×210 90- KD-16240 16×240 - 11.7×250 130


Plug type Ø 8 Ø 10 Ø 16Effective embedment depth hef [mm] 60 60 110AERATED CONCRETE 500Characteristic resistance NRk,p [kN] 0.9 1.2 2.7Design resistance * NRd,p [kN] 0.5 0.6 1.4HOLLOW BRICK 3.5 MPaCharacteristic resistance NRk,p [kN] 0.6 1.4 2.1Design resistance * NRd,p [kN] 0.3 0.7 1.1POROTHERM 400Characteristic resistance NRk,p [kN] - 0.8 1.3Design resistance * NRd,p [kN] - 0.4 0.7

pErformanCE data

* With partial safety factor 2.0, unless other national safety factors are applicable.

* not covered by approval

KD, KDS


C 150

KWd – hammer-in frame fixings with long expansion zone

SubstrateConcrete

Solid brick Cavity brick

Calcium silicate brick

Clinker brick Stone

Aerated concrete

Plug diameter d [mm] 8 8 8



Minimum hole depth h0 [mm] 88 98 98



Minimum spacing smin [mm] 45 50 50

Minimum edge distance cmin [mm] 45 50 50

InStallatIon data


Product code

Plug dimensions Max fixture thickness

d×l tfix

[mm]

KWD-08L100 8×100 20

KWD-08L120 8×120 30

KWD-08L140 8×140 50

PRODUCT CODEKWD-08L100

plug name plug diameter plug length

BaSE matErIalS:• concrete • solidbrick • hollowbrick • aeratedconcrete • clinkerbrick • stone

fEatUrES:PLUG: Polyamide (Nylon) PA 6.6NAIL:carbonsteel,zinc-plated(galvanized possibility)withPozidrivePZ3head


KWD


151 C

InStallatIon data


o – metal frame anchor

Substrate Concrete C20/25 Solid brick 7.5 MPaAnchor diameter d [mm] 10 10Hole diameter d0 [mm] 10 10Hole diameter in fixture df [mm] 11 11Minimum hole depth h0 [mm] 50 70Effective embedment depth hef [mm] 40 60Minimum substrate thickness hmin [mm] 70 90Minimum spacing smin [mm] 40 60Minimum edge distance cmin [mm] 40 60

Product code

Anchor dimensions Max fixture thickness

d×lconcrete C20/25

tfix

solid brick tfix

[mm]O-10072 10×72 40 10O-10092 10×92 60 30O-10112 10×112 80 50O-10132 10×132 100 70O-10152 10×152 120 90O-10182 10×182 150 120O-10202 10×202 170 140

Substrate Concrete C20/25 Solid brick 7.5 MPaEffective embedment depth hef [mm] 40 60TENSION LOADSCharacteristic resistance NRk,p [kN] 4.8 2Design resistance * NRd,p [kN] 1.6 0.7SHEAR LOADSEdge distance c [mm] 40 60Characteristic resistance vRk,p [kN] 4.8 2Design resistance * vRd,p [kN] 1.6 0.7

PRODUCT CODEO-10072

anchor name

anchor diameter

anchor length

pErformanCE data

BaSE matErIalS:• concreteminC20/25 • solidbrick7.5MPa

fEatUrES:EXPANSIONSLEEVE:zincplatedsteelsheetBOLT:electrozincplatedsteel~10μm

applICatIonS:gates, balustrades, window and door frames, fire resistant door installation.


O


C 152

WHS, WHo – metal frame screws

PRODUCT CODEWHS-75112WHO-75112

screw name screw diameter

screw length


Product code

Screw dimensions

Max fixture thickness

WHS-75-… WHO-75-…

ConcreteCellular concrete 400Solid brick 7.5 MPa

Honeycomb clay brick K3

d×l tfix tfix

[mm]

WHS-75052 WHO-75052 7.5×52 20 -

WHS-75072 WHO-75072 7.5×72 40 10

WHS-75092 WHO-75092 7.5×92 60 30

WHS-75112 WHO-75112 7.5×112 80 50

WHS-75132 WHO-75132 7.5×132 100 70

WHS-75152 WHO-75152 7.5×152 120 90

WHS-75182 WHO-75182 7.5×182 150 120

WHS-75212* WHO-75212* 7.5×212 180 150

BaSE matErIalS:• concrete • solidbrick • cavitybrick

fEatUrES:SCREW:carbonsteel,zinc-plated

applICatIonS:gates, balustrades, window and door frames, fire resistant door installation.

WHS

WHo

• honeycombclaybrick • aeratedconcrete • stone


WHS

, WHO


153 C

Substrate Concrete C20/25Solid brick

7.5 MPaAerated

concrete 400Honeycomb clay

brick K3

Effective embedment depth hef [mm] 30 60 60 60

TENSION LOADS

Characteristic resistance NRk,p [kN] 5.1 2.1 1.1 0.9

Design resistance NRd,p [kN] 1.7 0.7 0.4 0.3

SHEAR LOADS

Characteristic resistance vRk,p [kN] 5.1 2.1 1.1 0.9

Design resistance vRd,p [kN] 1.7 0.7 0.4 0.3

pErformanCE data


Solid brick 7.5 MPaHoneycomb clay brick K3

Aerated concrete 400

Screw diameter d [mm] 7.5 7.5 7.5

Hole diameter d0 [mm] 6 6 N / A







InStallatIon data

WHS, W

HO


C 154

KmW, GS – ceiling wedge anchor

Product code Fixings dimensions Max fixture thickness

KMW-… GS-06…d×l tfix

[mm]

KMW-05020 - 5×20 5

KMW-06030 - 6×30 5

KMW-06040 GS-06040 6×40 10

KMW-06050 - 6×50 20

KMW-06065 GS-06065 6×65 35


PRODUCT CODEKMW-06030

PRODUCT CODEGS-06040

BaSE matErIalS:• concrete(GS–crackedandnon-crackedzone) • solidbrick • stone

fEatUrES:KMw:EXPANSION SLEEvE: ZnAl AlloyNAIL:zincelectroplatedsteel~10μmGS:NAIL:galvanized3.6gradesteel

applICatIonS:• suspendedceilingelements(GS) • wallsofplasterboardelements • zoneswherefireresistanceisinvolved(GS)

KmW GS

anchor name

anchor name

anchor diameter

anchor diameter

anchor length

anchor length

KMW

, GS


155 C

Fixing type KMW-06-… GS-06…

Effective embedment depth hef [mm] 30 30

CRACKED CONCRETE C20/25

Characteristic resistance NRk,s [kN] - 3.05

Design resistance * NRd,s [kN] - 1.20

NON-CRACKED CONCRETE C20/25

Characteristic resistance NRk,s [kN] 3.55 6.84

Design resistance * NRd,s [kN] 1.40 2.70

SOLID BRICK 15 MPa

Characteristic resistance NRk,s [kN] 2.00 6.15

Design resistance * NRd,s [kN] 0.80 2.45

pErformanCE data

InStallatIon data

Connector type KMW-05… KMW-06… GS-06…

Anchor diameter d [mm] 5 6 6









KMW

, GS


C 156

fX – hammer-in general fi xings


Product code Plug dimensions Max fi xture thickness

collar type countersunk typed×l tfi x

[mm]

FX-05L025 FX-05K025 5×25 -

FX-05L030 FX-05K030 5×30 -

FX-05L035 FX-05K035 5×35 5

FX-05L040 FX-05K040 5×40 10

FX-05L050 FX-05K050 5×50 20

FX-06L030 FX-06K030 6×30 -

FX-06L035 FX-06K035 6×35 5

FX-06L040 FX-06K040 6×40 10

FX-06L045 FX-06K045 6×45 15

FX-06L055 FX-06K055 6×55 25

FX-06L060 FX-06K060 6×60 30

fX-l

fX-K

PRODUCT CODEFX-05L025

FX-N-05K025

plug name

plug diameter

nylonversion

plug length

plug type:K – collar

L – countersunk

BaSE matErIalS:• concrete• solidbrick• aeratedconcrete

fEatUrES:PLUG: Polypropylene PP or Polyamide (Nylon) PA 6.6SCREW:electrozincplatedsteel~10μm

applICatIonS:fi xing of wooden elements and drywall systems, etc.

• clinkerbrick• stone

FX-L

, FX-

K


157 C

Size Ø5 Ø6 Ø8 Ø5-N** Ø6-N** Ø8-N**

Effective embedment depth hef [mm] 30 30 40 30 30 40

CONCRETE MIN C20/25

Characteristic resistance NRk,s [kN] 0.40 0.70 1.00 0.85 1.35 1.90

Design resistance * NRd,s [kN] 0.20 0.35 0.50 0.45 0.70 1.00

SOLID BRICK 7.5 MPa



AERATED CONCRETE 600 MR v



pErformanCE data

Size Ø5 Ø6 Ø8

Plug diameter d [mm] 5 6 8








InStallatIon data

* With partial safety factor 2.0, unless other national safety factors are applicable.** Polyamide (nylon)

Product code Plug dimensions Max fixture thickness

collar type countersunk typed×l tfix

[mm]

FX-06L070 FX-06K070 6×70 40

FX-06L080 FX-06K080 6×80 50

FX-08L045 FX-08K045 8×45 5

FX-08L080 FX-08K080 8×80 20

FX-08L080 FX-08K080 8×80 30

FX-08L100 FX-08K100 8×100 50

FX-08L120 FX-08K120 8×120 60

FX-08L140 FX-08K140 8×140 80

FX-08L160 FX-08K160 8×160 100

Standard lEnGtH of plUGS (Cont.)

FX-L, FX-K


C 158

fIX – expansion plug

PRODUCT CODEFIX-N-05

PRODUCT CODEFIX-06K

PRODUCT CODEFIX(-K)-06+340

plug name

plug name

plug name

nylon version

K – with collar– without collar

plug size

K – angle hookS – round hook

H –pig tail hook

plug size

plug size

“+” – countersunk head“/” – hex head

screw dimensions

Product codePlug

dimensionsScrew dimensions Max fixture thickness

without collar with collard×l D×L tfix

[mm]

Screw with countersunk headFIX-05+ - 5×25 3,5×30 5FIX-06+ FIX-K-06+

6×30

3,5×30 0FIX-06+340 FIX-K-06+340 3,5×40 10FIX-06+350 FIX-K-06+350 3,5×50 20FIX-06+435 FIX-K-06+435 4×35 5FIX-06+440 FIX-K-06+440 4×40 10FIX-06+450 FIX-K-06+450 4×50 20

FIX-08+ FIX-K-08+

8×40

5×45 5FIX-08+450 FIX-K-08+450 4×50 10FIX-08+460 FIX-K-08+460 4×60 20FIX-08+550 FIX-K-08+550 5×50 10FIX-08+560 - 5×60 20FIX-08+580 - 5×80 40FIX-08+100 - 5×100 60


BaSE matErIalS:• concreteC20/25 • solidbrick15MPa • aeratedconcrete600MRV

fEatUrES:PLUG: Polypropylene PP or Polyamide (Nylon) PA 6.6SCREW:electrozincplatedsteel~10μm

applICatIonS:fixing of wooden elements and drywall systems, etc.FIX


159 C

Product codePlug

dimensionsScrew dimensions Max fixture thickness

without collar with collard×l D×L tfix

[mm]FIX-10+560 FIX-K-10+560

10×50

5×60 10FIX-10+660 FIX-K-10+660 6×60 10FIX-10+680 - 6×80 30FIX-10+100 - 6×100 50FIX-10+120 - 6×120 70FIX-10+160 - 6×160 110FIX-12+680 -

12×606×80 20

FIX-12+100 - 6×100 40FIX-12+120 - 6×120 60

Screw with hex headFIX-10/660 -

10×50

6×60 10FIX-10/680 - 6×80 30FIX-10/100 - 6×100 50FIX-10/120 - 6×120 70FIX-12/60 -

12×60

8×60 0FIX-12/70 - 8×70 10FIX-12/80 - 8×80 20

FIX-12/100 - 8×100 40FIX-12/120 - 8×120 60FIX-12/140 - 8×140 80FIX-12/160 - 8×160 100FIX-12/180 - 8×180 120FIX-14/80 -

14×70

10 ×80 10FIX-14/100 - 10×100 30FIX-14/120 - 10×120 50FIX-14/160 - 10×160 90FIX-14/180 - 10×180 110FIX-14/200 - 10×200 130FIX-14/220 - 10×220 150FIX-14/260 - 10×260 190

Screw with angle hookFIX-06K FIX-K-06K 6×30 4.5×35 5FIX-08K FIX-K-08K 8×40 5×50 10FIX-10K FIX-K-10K 10×50 6×55 5FIX-12K FIX-K-12K 12×60 8×65 5

Screw with round hookFIX-06S FIX-K-06S 6×30 4.5×50 20FIX-08S FIX-K-08S 8×40 5×65 25FIX-10S FIX-K-10S 10×50 6×85 35

Screw with pig tail hookFIX-12H FIX-K-12H 12×60 8×130 70

Standard lEnGtH of plUGS (cont.)

FIX


C 160

Size Φ5 Φ6 Φ8 Φ10 Φ12 Φ14

Plug diameter d [mm] 5 6 8 10 12 14Hole diameter d0 [mm] 5 6 8 10 12 14Hole diameter in fixture df [mm] 6 7 9 11 13 15Minimum hole depth h0 [mm] 35 40 50 60 70 80Effective embedment depth hef [mm] 25 30 40 50 60 70Minimum substrate thickness hmin [mm] 55 60 70 80 90 100Minimum spacing smin [mm] 25 30 40 50 60 70Minimum edge distance cmin [mm] 25 30 40 50 60 70

InStallatIon data

Size Ø5 Ø6 Ø8 Ø10 Ø12 Ø14

Effective embedment depth hef [mm] 25 30 40 50 60 70CONCRETE C20/25Characteristic resistance NRk,s [kN] 0.38 0.22 0.64 0.85 2.64 2.99Design resistance * NRd,s [kN] 0.20 0.10 0.30 0.40 1.30 1.50SOLID BRICK 7.5 MPaCharacteristic resistance NRk,s [kN] - - 0.93 0.92 2.42 1.49Design resistance * NRd,s [kN] - - 0.45 0.45 1.20 0.75AERATED CONCRETE 600 MR vCharacteristic resistance NRk,s [kN] - - 1.13 0.73 1.47 1.33Design resistance * NRd,s [kN] - - 0.55 0.35 0.75 0.65

pErformanCE data


FIXFIX


161 C

Uno – general expansion fixings

PRODUCT CODEUNO-05+330

plug name plug diameter screw dimensions

BaSE matErIalS:• concreteC20/25 • solidbrick15MPa • aeratedconcrete600MRV • cavitybrick15MPa • structuralclaytile15MPa • plasterboardmin12.5mm

fEatUrES:PLUG: Polypropylene PP or Polyamide (Nylon) PA 6.6

Product code

Plug dimensions

Screw dimensions Max fixture thickness

d×l D L tfix

[mm]

UNO-05 5.0×24

3.0 25-40 5-203.5 25-50 5-304.0 25-80 5-604.5 25-80 5-60

UNO-06 6.0×28

3.5 25-50 1-264.0 25-80 1-564.5 25-80 1-565.0 30-260 6-236

UNO-07 7.0×30

4.0 25-80 0-554.5 25-80 0-555.0 30-260 4-2346.0 30-200 4-174

UNO-08 8.0×324.5 25-80 0-555.0 30-260 2-2326.0 30-200 2-172

UNO-10 10×365.0 30-260 0-2286.0 30-260 0-2288.0 40-260 0-228


L

d

UNO UNO


C 162

Size Ø5 Ø6 Ø7 Ø8 Ø10


CONCRETE C20/25

Characteristic resistance NRk,s [kN] 1.39 1.48 0.89 1.25 3.59Design resistance * NRd,s [kN] 0.77 0.82 0.49 0.69 1.99

SOLID BRICK 7.5 MPa

Characteristic resistance NRk,s [kN] 0.47 0.85 0.32 0.68 0.69Design resistance *** NRd,s [kN] 0.19 0.34 0.13 0.38 0.38

CELLULAR CONCRETE 600 MR v

Characteristic resistance NRk,s [kN] 0.27 0.63 0.51 0.48 0.42Design resistance ** NRd,s [kN] 0.13 0.31 0.25 0.24 0.21

CAvITy BRICK 15 MPa

Characteristic resistance NRk,s [kN] 0.72 0.51 0.71 0.95 1.18Design resistance *** NRd,s [kN] 0.29 0.20 0.28 0.38 0.47

STRUCTURAL CLAy TILE 15 MPa


PLASTERBOARD MIN. 12.5 mm


InStallatIon dataSize Ø5 Ø6 Ø7 Ø8 Ø10

Plug diameter d [mm] 5 6 7 8 10Hole diameter d0 [mm] 5 6 7 8 10Hole diameter in fixture df [mm] 6 7 8 9 11Minimum hole depth h0 [mm] 34 38 40 42 46Effective embedment depth hef [mm] 20 24 26 28 32Minimum substrate thickness hmin [mm] 50 55 60 65 70Minimum spacing smin [mm] 20 24 26 28 32Minimum edge distance cmin [mm] 20 24 26 28 32

pErformanCE data

* With partial safety factor 1.8 ** With partial safety factor 2.0 *** With partial safety factor 2.5 unless other national safety factors are applicable.

UNOUNO

163 d

SElf-drIllInG SCrEWS

Zinc

ele

ctro

plat

ed

self

-dri

lling

scr

ews

oCWSelf-drilling screws 165

oC 4.8; 5.5; 6.3Self-drilling screws 167

on, onpSelf-drilling screws 170

odSelf-drilling screws to wooden constructions

172

Stai

nles

s st

eel

self

-dri

lling

scr

ews

oCWSSelf-drilling screws 174

oCS 4.8; 5.5; 6.3Self-drilling screws 180

onSSelf-drilling screws 184

odWSSelf-drilling screws to wooden constructions

188

Self-drilling screws for steel com-posite panels 190

oth

er s

crew

s

Wf, WfSWafer head screw 196

alfClosed-end waterproof aluminium blind rivets

198

Kr, KS Self-drilling screw for pCv elements

199

UC Countersunk flat head hardened chipboard screws

201

fS, ft, WS drywall screws 204

d 164


OC W -4, 8 O C -5, 5

OC W -4, 8

O C -5, 5

O C -4, 8

OC W -4, 8 O C -4, 8

Fixing of steel or aluminium sheets to different type of constructions.

Fixing of steel sheet work

Two layers of steel sheet

Fixing of steel composite panels

165 d


fEatUrES:overlapping sheet connection•reduced drilling point•hexagonalflangehead•special head design together with washer •guarantees even installation and tightness of the connection

oCW – Self-drilling screws (drilling capacity 2 mm)

PRODUCT CODEOCW-48016 + T9001

screw name

screw diameter

screw length

washerT–zincelectroplatedA – aluminium

RALcolour

oCW oCW + t

SCREW: • Surfacehardenedcarbonsteel–zincelectroplated16µm, with or without EPDM washerWASHER:• T14–zincelectroplatedsteelEPDMwasher• A14–aluminiumEPDMwasherHEAD: • 8mmhexagonalflangehead

Standard lEnGtH of SCrEWS

Product code

Screw dimensions Max drilling thickness

Headsize


screw with washer screw without washer

D×L tfix

[mm]OCW-48016 4.8×16 2.0

84.0 7.0

OCW-48019 4.8×19 2.0 7.0 10.0

OCW, OCW

+ T

d 166


InStallatIon data

OCW-… Ø4.8

Screw diameter D [mm] 4.8Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] 0.75Minimum spacing smin [mm] 30Minimum edge distance cmin [mm] 10

pErformanCE data

Screw type OCW-48…

Sheet metal thickness [mm] 0.5 0.75 1.00 1.25 1.50

Max drilling thickness 2.0 mm

TENSION LOADS

Characteristic resistance NRk [kN] 0.60 -Design resistance * NRd [kN] 0.30 -

SHEAR LOADS

Characteristic resistance vRk [kN] 1.00 -Design resistance * vRd [kN] 0.40 -

* With partial safety factor: - tensile - 2.0; - SHEAR LOADS - 2.5. unless other national safety factors are applicable.

OCW

, OCW

+ T

167 d


fEatUrES:fixingofsheetmetaltosteelstructuresonfacadesorflat•roof constructionunderheadnonthreadedzoneeliminatesthreadbreakage•in sheet metalhexagonalflangehead•special head design together with washer guarantees •even installation and tightness of the connection

oC– Self-drilling screws (drilling capacity 3.0 / 5.0 / 6.0 / 8.0 mm)

oC oC + t

SCREW: • Surfacehardenedcarbonsteel–zincelectroplated16µm, with or without EPDM washerWASHER FOR SCREWS 4.8: • T14–zincelectroplatedsteelEPDMwasher• A14–aluminiumEPDMwasherWASHER FOR SCREWS 5.5: • T14,T19–zincelectroplatedsteelEPDMwasher• A14,A19–aluminiumEPDMwasherWASHER FOR SCREWS 6.3: • T19–zincelectroplatedsteelEPDMwasher• A19–aluminiumEPDMwasherHEAD: • 8mmhexagonalflangehead(screwØ4.8,Ø5.5)• 10mmhexagonalflangehead(screwØ6.3)

PRODUCT CODEOC-48016 + T9001

screw name

screw diameter

screw length


RALcolour

OC , OC + T

d 168



Product code


Headsize

Max fixture thicknessscrew with washer screw without washer

D×L tfix

[mm]OC-48016 4.8×16

3.0 8

4.0 7.0OC-48019 4.8×19 7.0 10.0OC-48022 4.8×22 10.0 13.0OC-48025 4.8×25 13.0 16.0OC-48032 4.8×32 20.0 23.0OC-48035 4.8×35 23.0 26.0OC-48038 4.8×38 26.0 29.0OC-48045 4.8×45 33.0 39.0OC-48055 4.8×55 42.0 45.0OC-55022 5.5×22

5.0 8

9.0 12.0OC-55025 5.5×25 12.0 15.0OC-55032 5.5×32 19.0 22.0OC-55038 5.5×38 25.0 28.0OC-55045 5.5×45 31.0 34.0OC-55055 5.5×55 35.0 38.0OC-55075 5.5×75

8.0 855.0 58.0

OC-55090 5.5×90 70.0 73.0OC-55120 5.5×120 100.0 103.0OC-63019 6.3×19

6.0 10

6.0 9.0OC-63022 6.3×22 9.0 12.0OC-63025 6.3×25 12.0 15.0OC-63032 6.3×32 19.0 22.0OC-63038 6.3×38 25.0 28.0OC-63045 6.3×45 31.0 34.0OC-63055 6.3×55 35.0 38.0OC-63075 6.3×75 55.0 58.0OC-63090 6.3×90 70.0 73.0OC-63120 6.3×120 100.0 103.0

InStallatIon data

OC-… Ø4.8 Ø5.5 Ø6.3Screw diameter D [mm] 4.8 5.5 6.3Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] 0.75 1.0* 1.5** 1.0Minimum spacing smin [mm] 30Minimum edge distance cmin [mm] 10

* OC drilling thickness 5mm ** OC drilling thickness 8mm

OC, O

C + T

169 d


pErformanCE data

Screw type OC-48… (max drilling thickness 3mm)Sheet metal thickness [mm] 0.5 0.75 1.00 1.25 1.50 2.00 3.00TENSION LOADSCharacteristic resistance NRk [kN] 0.60 - - -Design resistance * NRd [kN] 0.30 - - -SHEAR LOADSCharacteristic resistance vRk [kN] 1.00 - - -Design resistance * vRd [kN] 0.40 - - -

Screw type OC-55… (max drilling thickness 5mm)Sheet metal thickness [mm] 0.5 0.75 1.00 1.25 1.50 2.00 3.00TENSION LOADSCharacteristic resistance NRk [kN] 1.20Design resistance * NRd [kN] 0.60SHEAR LOADSCharacteristic resistance vRk [kN] 2.30Design resistance * vRd [kN] 0.80


* With partial safety factor: - tension loads – 2.0; - shear loads – 2.5. unless other national safety factors are applicable.

* With partial safety factor: - tension loads – 2.0;- shear loads – 3.0. unless other national safety factors are applicable.




OC, OC + T

d 170


on, onp – Self-drilling screws (drilling capacity 12 mm)

fEatUrES:• fixing of sheet metal to steel structures on facades or flat roof construction• fixings elements of steel construction• hexagonal flange head• special head design with collar of ONP screw guarantees even installation and tightness of the connection

on onp

on + t

SCREW: • Surfacehardenedcarbonsteel–zincelectroplated16µm, with or without EPDM washerWASHER: • T14,T19–zincelectroplatedsteelEPDMwasher• A14,A19–aluminiumEPDMwasherHEAD: • 8mmhexagonalflangehead

PRODUCT CODEON-55032 + T9001

ONP-55032 + T9001

screw name

screw diameter

screw length


RALcolour

ON, O

NP, O

N +

T

171 d



Product codeScrew dimensions Max drilling

thicknessHeadsize


D×L tfix

[mm]ON-55032 5.5×32

12.0 812.0 15.0

ON-55038 5.5×38 17.0 20.0ONP-55032 5.5×32

12.0 812.0 15.0

ONP-55038 5.5×38 17.0 20.0

InStallatIon data

pErformanCE data

Screw type ON-55…, ONP-55…Sheet metal thickness [mm] 0.75 1.00 1.25 1.50 2.00 3.00TENSION LOADSCharacteristic resistance NRk [kN] 3.45 5.30 - - -Design resistance * NRd [kN] 1.90 2.90 - - -SHEAR LOADSCharacteristic resistance vRk [kN] 2.50 4.50 6.50 - - -Design resistance * vRd [kN] 1.40 2.50 2.60 - - -


Screw type ON-55…, ONP-55…Screw diameter D [mm] 5.5Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] 3.00Minimum spacing smin [mm] 30Minimum edge distance cmin [mm] 10

ON, ONP, ON + T

d 172



Product codeScrew dimensions Max drilling

thicknessHeadsize


D×L tfix

[mm]OD-48028 4.8×28

2.5 85.0 8.0

OD-48035 4.8×35 12.0 15.0OD-48055 4.8×55 32.0 35.0

od – Self-drilling screws to wooden constructions (drilling capacity 2.5 mm)

fEatUrES:fixing of sheet metal to wooden structures •reduced drilling point•hexagonalflangehead•

SCREW: • Surfacehardenedcarbonsteel–zincelectroplated16µm, with or without EPDM washerWASHER: • T14–zincelectroplatedsteelEPDMwasher• A14–aluminiumEPDMwasherHEAD: • 8mmhexagonalflangehead

PRODUCT CODEOD-48035 + T9001

screw name

screw diameter

screw length


RALcolour

OD

173 d


OD-…, ODWS-… OD-48028OD-48035 OD-48055

Screw diameter D [mm] 4.8Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] 20 30Minimum substrate thickness hmin [mm] 20 30Minimum spacing smin [mm] 30Minimum edge distance cmin [mm] 10

pErformanCE data

Screw type OD-48028OD-48035 OD-48055

Sheet metal thickness [mm] 2.5Effective embedment depth hef [mm] 20 30

Max drilling thickness 3.0mmTENSION LOADSCharacteristic resistance NRk [kN] 1.70 2.40Design resistance * NRd [kN] 0.60 0.85SHEAR LOADSCharacteristic resistance vRk [kN] 1.50 2.00Design resistance * vRd [kN] 0.55 0.70

* With partial safety factor: - tensile - 2.0;- shear loads - 2.5. Unless other national safety factors are applicable.

OD

InStallatIon data

d 174

StaInlESS StEEl SElf-drIllInG SCrEWS

fEatUrES:overlapping sheet connection•reduced drilling point•hexagonalflangehead•special head design together with washer •guarantees even installation and tightness of the connection

oCWS – Stainless steel self-drilling screws

oCWS oCWS + S

SCREW 4.8: stainless steel (1.4301) – EN 10088 bi-metal•

WASHER:S14, S16 – stainless steel (1.4301) – EN 10088 EPDM washer•

HEAD: 8mmhexagonalflangehead•

SCREW 5.5: stainless steel (1.4301) – EN 10088 bi-metal•

WASHER:S14, S16 – stainless steel (1.4301) – EN 10088 EPDM washer•



Product code


Headsize



D×L tfix

[mm]OCWS-48019 4,8×19 2.5

82.5 5.5

OCWS-55025 5,5×25 3.0 3.0 6.0

PRODUCT CODEOCWS-48019 + S

screw name

screw diameter

screw material: S – stainless steel

screw length

washerS – stainless steel

OCW

S, OC

WS +

S

175 d


InStallatIon data

Size Ø4.8 Ø5.5

Screw diameter D [mm] 4.8 5.5Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] 0.40 1.00Minimum spacing smin [mm] 30Minimum edge distance cmin [mm] 10

pErformanCE dataScrew type OCWS-48-… + S14

Sheet metal thickness [mm] 0.40 0.50 0.55 0.63 0.75 0.88 1.00 1.13 1.25 1.50TENSION LOADS

Substrate thickness 0.40 mmCharacteristic resistance NRk [kN] 0.35Design resistance γMs = 1.33 NRd [kN] 0.26


Substrate thickness 0.55 mmCharacteristic resistance NRk [kN] 0.51 -Design resistance γMs = 1.33 NRd [kN] 0.38 -



Substrate thickness 0.88 mmCharacteristic resistance NRk [kN] 1.04 - - -Design resistance γMs = 1.33 NRd [kN] 0.78 - - -

Substrate thickness 1.00 mmCharacteristic resistance NRk [kN] 1.29 - - -Design resistance γMs = 1.33 NRd [kN] 0.97 - - -

Substrate thickness 1.13 mmCharacteristic resistance NRk [kN] 1.49 - - - - -Design resistance γMs = 1.33 NRd [kN] 1.12 - - - - -

Substrate thickness 1.25 mmCharacteristic resistance NRk [kN] 1.49 - - - - -Design resistance γMs = 1.33 NRd [kN] 1.12 - - - - -

Substrate thickness 1.50 mmCharacteristic resistance NRk [kN] 1.49 - - - - - - - -Design resistance γMs = 1.33 NRd [kN] 1.12 - - - - - - -

OCWS, OCW

S + S

d 176


Screw type OCWS-48-… + S14Sheet metal thickness [mm] 0.40 0.50 0.55 0.63 0.75 0.88 1.00 1.13 1.25 1.50

SHEAR LOADS

Substrate thickness 0.40 mm

Characteristic resistance vRk [kN] 0.57Design resistance γMs = 1.33 vRd [kN] 0.43


Characteristic resistance vRk [kN] 0.71 0.88Design resistance γMs = 1.33 vRd [kN] 0.53 0.66


Characteristic resistance vRk [kN] 0.77 0.94 1.11 -Design resistance γMs = 1.33 vRd [kN] 0.58 0.71 0.83 -


Characteristic resistance vRk [kN] 0.86 1.07 1.17 1.34 -Design resistance γMs = 1.33 vRd [kN] 0.65 0.80 0.88 1.01 -


Characteristic resistance vRk [kN] 1.05 1.20 1.34 1.61 -Design resistance γMs = 1.33 vRd [kN] 0.79 0.90 1.01 1.21 -


Characteristic resistance vRk [kN] 1.05 1.20 1.34 1.61 2.01 - - -Design resistance γMs = 1.33 vRd [kN] 0.79 0.90 1.01 1.21 1.51 - - -


Characteristic resistance vRk [kN] 1.05 1.20 1.34 1.61 2.01 2.40 - - -Design resistance γMs = 1.33 vRd [kN] 0.79 0.90 1.01 1.21 1.51 1.80 - - -


Characteristic resistance vRk [kN] 1.05 1.20 1.34 1.61 - - - - -Design resistance γMs = 1.33 vRd [kN] 0.79 0.90 1.01 1.21 - - - - -


Characteristic resistance vRk [kN] 1.05 1.20 1.34 1.61 - - - - -Design resistance γMs = 1.33 vRd [kN] 0.79 0.90 1.01 1.21 - - - - -


Characteristic resistance vRk [kN] 1.05 - - - - - - - -Design resistance γMs = 1.33 vRd [kN] 0.79 - - - - - - - -


OCW

S, OC

WS +

S

177 d



Screw type OCWS-55… + S16

Sheet metal thickness [mm] 0.50 0.55 0.63 0.75 0.88 1.00 1.13 1.25 1.50 1.75 2.00

TENSION LOADS


Characteristic resistance NRk [kN] 0.80Design resistance γMs = 1.33 NRd [kN] 0.60






Characteristic resistance NRk [kN] 1.67 1.79Design resistance γMs = 1.33 NRd [kN] 1.26 1.35


Characteristic resistance NRk [kN] 1.67 1.92 2.30Design resistance γMs = 1.33 NRd [kN] 1.26 1.44 1.73


Characteristic resistance NRk [kN] 1.67 1.92 2.32 2.81Design resistance γMs = 1.33 NRd [kN] 1.26 1.44 1.74 2.11


Characteristic resistance NRk [kN] 1.67 1.92 2.32 2.93 3.61 3.85Design resistance γMs = 1.33 NRd [kN] 1.26 1.44 1.74 2.20 2.71 2.89



OCWS, OCW

S + S

d 178




SHEAR LOADS








Characteristic resistance NRk [kN] 1.30 1.36 1.91 2.13 2.36 2.59 2.71 2.83Design resistance γMs = 1.33 NRd [kN] 0.98 1.02 1.44 1.60 1.77 1.95 2.04 2.13










OCW

S, OC

WS +

S

179 d





TENSION LOADS

Substrate thickness 2 x 0,63 mm






Substrate thickness 2 x 1.00 mm


SHEAR LOADS

Substrate thickness 2×0.63 mm








OCWS, OCW

S + S

d 180


fEatUrES:fixingofsheetmetaltosteelstructuresonfacadesorflat•roof constructionunderheadnonthreadedzoneeliminatesthreadbreakage•in sheet metalhexagonalflangehead•special head design together with washer guarantees •even installation and tightness of the connection

oCS – Stainless steel self-drilling screws (6 mm)

oCS oCS + t

SCREW: Stainless steel (1.4301) - EN 10088 bi-metal•

WASHER FOR SCREWS 5.5: S14, S16 – stainless steel (1.4301) – EN 10088 EPDM washer•

HEAD: 8mmhexagonalflangehead(screwØ5.5)•

PRODUCT CODEOCS-55035 + S

screw name

screw diameter


screw length



Product code


Headsize



D×L tfix

[mm]OCS-55025 5.5×25

6.0 8

12.0 15.0OCS-55030 5.5×30 12.0 15.0OCS-55035 5.5×35 17.0 20.0OCS-55050 5.5×50 37.0 40.0

OCS,

OCS +

S

181 d


InStallatIon data

Size Ø5.5


* OCS drilling thickness 6mm

pErformanCE data

Screw type OCS-55… + S16


STEEL SHEETTENSION LOADS




Substrate thickness 1.50 mmCharacteristic resistance NRk [kN] 1.67 1.71Design resistance γMs = 1.33 NRd [kN] 1.26 1.29

Substrate thickness 1.75 mmCharacteristic resistance NRk [kN] 1.67 1.92 2.14Design resistance γMs = 1.33 NRd [kN] 1.26 1.44 1.49

Substrate thickness 2.00 mmCharacteristic resistance NRk [kN] 1.67 1.92 2.32 2.60Design resistance γMs = 1.33 NRd [kN] 1.26 1.44 1.74 1.95

Substrate thickness 2.50 mmCharacteristic resistance NRk [kN] 1.67 1.92 2.32 2.93 3.61 3.68Design resistance γMs = 1.33 NRd [kN] 1.26 1.44 1.74 2.20 2.71 2.77


OCS, OCS + S

d 182





SHEAR LOADS




Substrate thickness 1.50 mmCharacteristic resistance NRk [kN] 1.21 1.29 1.50 1.75 2.01 2.24 2.43 2.62Design resistance γMs = 1.33 NRd [kN] 0.91 0.97 1.13 1.32 1.51 1.68 1.83 1.97





OCS,

OCS +

S

183 d





STEEL SHEETTENSION LOADS

Substrate thickness 2×0.63 mmCharacteristic resistance NRk [kN] 0.98Design resistance γMs = 1.33 NRd [kN] 0.74



Substrate thickness 2×1.00 mmCharacteristic resistance NRk [kN] 1.67 1.92 1.93Design resistance γMs = 1.33 NRd [kN] 1.26 1.44 1.45

SHEAR LOADS


Substrate thickness 2×0.75 mmCharacteristic resistance NRk [kN] 1.23 1.51Design resistance γMs = 1.33 NRd [kN] 0.92 1.14



OCS, OCS + S

d 184


onS – Stainless steel self-drilling screws (12mm)

fEatUrES:• fixing of sheet metal to steel structures on facades or flat roof construction• fixings elements of steel construction• hexagonal flange head

onS onS + S

PRODUCT CODEONS-55040 + S

screw name

screw diameter


screw length


SCREW: Stainless steel (1.4301) - EN 10088 bi-metal•

WASHER: S14, S16 – stainless steel (1.4301) – EN 10088 EPDM washer•



Product code


Headsize



D×L tfix

[mm]ONS-55040 5.5×40 12.0 8 19.0 22.0

ONS,

ONS +

S

185 d


InStallatIon data

Screw type ONS-55…


pErformanCE data

Screw type ONS-55… + S16


TENSION LOADSSubstrate thickness 4.00 mm


Substrate thickness 5.00 mmCharacteristic resistance NRk [kN] 1.67 1.92 2.32 2.93 3.30Design resistance γMs = 1.33 NRd [kN] 1.26 1.44 1.74 2.20 2.48






Substrate thickness 11.00 mmCharacteristic resistance NRk [kN] 1.67 1.92 2.32 2.93 3.30 - - - - -Design resistance γMs = 1.33 NRd [kN] 1.26 1.44 1.74 2.20 2.48 - - - - -

ONS, ONS + S

d 186



Screw type ONS-55… + S16


SHEAR LOADS

Substrate thickness 4.00 mmCharacteristic resistance NRk [kN] 1.38 1.53 1.85 2.18 2.76 3.22 3.55 3.90 4.53 5.05 5.45Design resistance γMs = 1.33 NRd [kN] 1.04 1.15 1.39 1.64 2.08 2.42 2.67 2.93 3.41 3.80 4.10







Substrate thickness 11.00 mmCharacteristic resistance NRk [kN] 1.38 1.53 1.85 2.18 2.76 3.22 - - - - -Design resistance γMs = 1.33 NRd [kN] 1.04 1.15 1.39 1.64 2.08 2.42 - - - - -



TENSION LOADSSubstrate thickness 4.00 mm




ONS,

ONS +

S

187 d








Substrate thickness 11.00 mmCharacteristic resistance NRk [kN] 1.40 1.57 1.81 2.09 - - - - -Design resistance γMs = 1.33 NRd [kN] 1.05 1.18 1.36 1.57 - - - - -

SHEAR LOADS








Substrate thickness 11.00 mmCharacteristic resistance NRk [kN] 1.38 1.53 1.85 2.18 2.76 3.22 - - - - -Design resistance γMs = 1.33 NRd [kN] 1.04 1.15 1.39 1.64 2.08 2.42 - - - - -


ONS, ONS + S

d 188


odWS – Stainless steel self-drilling screws to wooden constructions

fEatUrES:fi xing of sheet metal to wooden structures •reduced drilling point•hexagonalflangehead•

SCREW: • A2stainlesssteelWASHER: • S16,S19–A2stainlesssteelEPDMwasherHEAD: • 8mmhexagonalflangehead


Product code


Headsize



D×L tfix

[mm]ODWS-65050 6.5×50

2.5 8

20* 23*ODWS-65065 6.5×65 35* / 10** 28* / 13**ODWS-65100 6.5×100 70* / 45** 73* / 48**ODWS-65120 6.5×120 90* / 65** 93* / 68**ODWS-65140 6.5×140 110* / 85** 113* / 88**ODWS-65160 6.5×160 130* / 105** 133* / 108**

* Embedment depth 4D** Embedment depth 8D

ODW

S, OD

WS +

S

PRODUCT CODEODWS-48035 + S

screw name

screw diameter


screw length


odWS

odWS + S

189 d


InStallatIon data

Screw type ODWS-65…

Screw diameter D [mm] 6.5Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] 25* 50**Minimum substrate thickness hmin [mm] 25* 50**Minimum spacing smin [mm] 30Minimum edge distance cmin [mm] 10

pErformanCE data

* Embedment depth 4D** Embedment depth 8D

Screw type ODWS-65… + S16


TIMBER GRADE C24TENSION LOADSCharacteristic resistance NRk [kN] 1.18 1.67 1.92 2.32 2.93 3.61 4.25Design resistance γMs = 1.33 NRd [kN] 0.89 1.26 1.44 1.74 2.20 2.71 3.20

SHEAR LOADS

Characteristic resistance NRk [kN] 1.02 1.34 1.47 1.71 2.23 2.86 3.53Design resistance γMs = 1.33 NRd [kN] 0.77 1.01 1.11 1.29 1.68 2.15 2.65

ODWS, ODW

S + S

d 190

SElf-drIllInG SCrEWS for CompoSItE panElS

oC-55/63, oCS-55/63 – Self-drilling screws for steel composite panels

fEatUrES:fixing of composite panels to thin wall cold •formed steel sectionssecondthreadedzoneunderhexheadprevents•steel sheet from liftinghexagonalflangehead•tight waterproof connection•

oC-55/63 + t oCS-55/63 + S

oC-55/63oCS-55/63

SCREW: • surfacehardenedcarbonsteel–zincelectroplated16µm, with or without EPDM washer• A2stainlesssteelWASHER: • T19–zincelectroplatedsteelEPDMwasher• A19–aluminiumwithEPDMwasher• S16,S19–A2stainlesssteelwithEPDMwasherHEAD: • 8mmhexagonalflangehead

OC-5

5/63

, OCS

-55/

63

PRODUCT CODEOC-55/63120 + T19 9001

OCS-55/63110 + S14

screw name

diameters length washerT–zincelectroplatedA – aluminiumS – A2 steel

RAL colour (only zincelectroplated

version)

screw feature:_ – carbon steelS – A2 steel

191 d


L

L1

D

D1


Product code Screw dimensions Max drilling thickness

HeadsizeMax fixture thickness

Zinc plated Stainless steelD/D1×L tfix

[mm]OC-55/63080 - 5.5 / 6.3×080

5.0 8

30-60OC-55/63100 - 5.5 / 6.3×100 50-80OC-55/63120 - 5.5 / 6.3×120 70-100OC-55/63130 - 5.5 / 6.3×130 80-110OC-55/63150 - 5.5 / 6.3×150 100-130OC-55/63160 - 5.5 / 6.3×160 110-140OC-55/63180 - 5.5 / 6.3×180 130-160

OC-55/63210* - 5.5 / 6.3×210 160-190OC-55/63230 - 5.5 / 6.3×230 180-210OC-55/63280 - 5.5 / 6.3×280 230-260

- OCS-55/63070 5.5 / 6.3×070

6.0 8

20-50- OCS-55/63090 5.5 / 6.3×090 40-70- OCS-55/63110 5.5 / 6.3×110 60-90- OCS-55/63130 5.5 / 6.3×130 80-110- OCS-55/63150 5.5 / 6.3×150 100-130- OCS-55/63170 5.5 / 6.3×170 120-150- OCS-55/63200 5.5 / 6.3×200 150-180- OCS-55/63230 5.5 / 6.3×230 180-210

InStallatIon data

Screw type OC-55/63… OCS-55/63…

Screw diameter D/D1 [mm] 5.5 / 6.3 5.5 / 6.3Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] 1.0 2.0Minimum spacing smin [mm] 30Minimum edge distance cmin [mm] 10


OCS-55/63, OCS-55/63

d 192


pErformanCE data



Screw type OC-55/63…

Composite panel sheet metal thickness [mm] 0.5 0.60 0.70


TENSION LOADS

Characteristic resistance NRk [kN] 0.95Design resistance * NRd [kN] 0.50

SHEAR LOADS

Characteristic resistance vRk [kN] 0.95 1.10 1.25Design resistance * vRd [kN] 0.50 0.60 0.70

PULLING THE SCREw THROUGH STEEL SHEET (wITHOUT wASHER)

Characteristic resistance NRk [kN] 0.80 1.10 1.20Design resistance * NRd [kN] 0.45 0.60 0.65


TENSION LOADS


SHEAR LOADS




Screw type OCS-55/63…

Composite panel sheet metal thickness [mm] 0.50 0.60

TENSION LOADS


SHEAR LOADS

Characteristic resistance vRk [kN] 1.40 1.90Design resistance * vRd [kN] 0.75 1.05


Characteristic resistance NRk [kN] 3.85 5.20Design resistance * NRd [kN] 2.10 2.75

OC-5

5/63

, OCS

-55/

63

193 d


PRODUCT CODEON-55/63130 – T19 9001

ONS-55/63135 – S19

screw name

diameter length washerT–zincelectroplatedA – aluminiumS – A2 steel

RAL colour (onlyzinc

electroplated version)

Screw feature:_ – carbon steelS – A2 steel

on-55/63, onS-55/63 – Self-drilling screws for steel composite panels (12mm)

CHaraCtErIStICfixing of composite panels to thick wall cold •formed steel sectionssecondthreadedzoneunderhexheadprevents•steel sheet from liftinghexagonalflangehead•tight waterproof connection•

on-55/63 onS-55/63

on-55/63 + t onS-55/63 + S

fEatUrES:SCREW: • surfacehardenedcarbonsteel–zincelectroplated16µm, with or without EPDM washer• A2stainlesssteelWASHER: • T19–zincelectroplatedsteelEPDMwasher• A19–aluminiumwithEPDMwasher• S16,S19–A2stainlesssteelwithEPDMwasherHEAD: • 8mmhexagonalflangehead

ON-55/63, ONS-55/63

d 194



Product code Screw dimensions Max drilling thickness

HeadsizeMax fixture thickness

Zinc plated Stainless steelD/D1×L tfix

[mm]ON-55/63080 - 5.5 / 6.3×080

12 8

5-50ON-55/63100 - 5.5 / 6.3×100 25-70ON-55/63130 - 5.5 / 6.3×130 55-100ON-55/63150 - 5.5 / 6.3×150 75-120ON-55/63160 - 5.5 / 6.3×160 85-130ON-55/63180 - 5.5 / 6.3×180 105-150

ON-55/63210* - 5.5 / 6.3×210 135-180ON-55/63235 - 5.5 / 6.3×235 160-205ON-55/63280 - 5.5 / 6.3×280 205-250

- ONS-55/63075 5.5 / 6.3×075

12 8

0-45- ONS-55/63095 5.5 / 6.3×095 20-65- ONS-55/63115 5.5 / 6.3×115 40-85- ONS-55/63135 5.5 / 6.3×135 60-105- ONS-55/63155 5.5 / 6.3×155 80-125- ONS-55/63175 5.5 / 6.3×175 100-145- ONS-55/63195 5.5 / 6.3×195 120-165- ONS-55/63235 5.5 / 6.3×235 160-205

InStallatIon data

Screw type ON-55/63… ONS-55/63…

Screw diameter D/D1 [mm] 5.5 / 6.3 5.5 / 6.3Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] 3.00 5.00Minimum spacing smin [mm] 30Minimum edge distance cmin [mm] 10


ON-5

5/63

, ONS

-55/

63

L

L1

D1

D

195 d


AT-15-6843/2005

pErformanCE data



Screw type ON-55/63…

Composite panel sheet metal thickness [mm] 0.5 0.60 0.70

TENSION LOADS


SHEAR LOADS




Screw type ONS-55/63…

Composite panel sheet metal thickness [mm] 0.5 0.60

TENSION LOADS


SHEAR LOADS

Characteristic resistance vRk [kN] 1.40 1.90Design resistance * vRd [kN] 0.75 1.05


Characteristic resistance NRk [kN] 3.85 5.20Design resistance * NRd [kN] 2.10 2.75

ON-55/63, ONS-55/63

d 196

SCrEWS

PRODUCT CODEWF-4213

WFS-4213

screw name

screw diameter

screw length

Wf, WfS – Wafer head screw

fEatUrES:SCREW:• surfacehardenedcarbonsteel(zincelectroplatedmin.20μm)HEAD: • PH2drive

applICatIonS:for fixing of thin sheet metal to thin wall steel structures, plastic and wood•


Product codeScrew dimensions

D×L[mm]

WF-4213 4.2×13WF-4216 4.2×16WF-4219 4.2×19WF-4222 4.2×22WF-4225 4.2×25WF-4232 4.2×32WF-4240 4.2×40

WF-4250* 4.2×50WF-4265* 4.2×65WFS-4213 4.2×13WFS-4216 4.2×16WFS-4219 4.2×19WFS-4222 4.2×22WFS-4225 4.2×25

WFS-4232* 4.2×32* Not covered by approval

Wf WfS

WF,

WFS

197 d

SCrEWS

InStallatIon data

Substrate PvC profile steel sheet timber

Screw diameter D [mm] 4.2Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / A 20.0Minimum substrate thickness hmin [mm] 3.0 0.5 40.0

pErformanCE data

* With partial safety factor:- PvC profile – 2- timber – 3;- steel sheet – 2. unless other national safety factors are applicable.

Screw type WF-42…

SubstratePvC profile

3.0 mmTimber

Steel sheet 0.50 mm

Steel sheet 0.75 mm

Steel sheet 2.00 mm


Characteristic resistance NRk [kN] 1.25 1.35 0.80 1.45 -Design resistance * NRd [kN] 0.60 0.45 0.40 0.80 -

Screw type WFS-42…


3.0 mmTimber

Steel sheet 0.50 mm

Steel sheet 0.75 mm

Steel sheet 2.00 mm


Characteristic resistance NRk [kN] 0.80 - - 1.20 3.40Design resistance * NRd [kN] 0.40 - - 0.65 1.85

WF, W

FS

d 198

SCrEWS

PRODUCT CODEALF-4095RAL9001

rivet name

diameter length RAL colour

alf – Closed-end waterproof aluminium blind rivets

fEatUrES:SLEEvE: Al Mg 3.5•MANDREL:steel(zincelectroplated)•Can be powder painted, paint coating of 40 µm thickness, •all RAL colours available.

applICatIonS:for waterproof fixing of open and closed sections, aluminum •retaining elements to substrate, overlapping sheet or sheet metal elements connection.


InStallatIon data

Size Ø4.0 Ø4.8Rivet diameter D [mm] 4.0 4.8Hole diameter d0 [mm] 4.0 5.0Minimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] - -


HeadsizeFixture thickness range

D×L tfix[mm]

ALF-4008 4.0×8.0 8.0 1.0-2.5 ALF-4095 4.0×9.5 8.0 2.5-4.0ALF-4895 4.8×9.5 9.5 1.5-3.0ALF-4812 4.8×12.5 12.5 4.5-6.0

ALF

199 d

SCrEWS

PRODUCT CODEKR-4016 KS-3925

screw name

screw diameter

screw length

Kr, KS – Self-drilling screw for pvC

fEatUrES:SCREW: • surfacehardenedcarbonsteel(zincelectroplatedmin6μm).yellow passivated screws.HEAD: • PH2drive

applICatIonS:Window fitting screws with countersunk head with self-tapping •coarse thread (KR screw)Self-drilling window screws with countersunk head with self-tapping •fine thread (KS screw)



D×L[mm]

KS-3913 3.9×13KS-3916 3.9×16KS-3919 3.9×19KS-3925 3.9×25KS-3932 3.9×32KR-4016 4.0×16KR-4019 4.0×19KR-4022 4.0×22KR-4025 4.0×25KR-4030 4.0×30KR-4035 4.0×35KR-4045 4.0×45

Kr

KS

KR, KS

d 200

SCrEWS

InStallatIon data

Screw type KR-… KS-…

Substrate PvC profile Steel sheet

Screw diameter D [mm] 4.0 3.9Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] 3.00 0.75

pErformanCE data

* With partial safety factor:- PvC profile – 2.1- steel sheet – 1.9unless other national safety factors are applicable.

Screw type KS-39…


3.0 mmSteel sheet 0.75 mm

Steel sheet 1.50 mm

Steel sheet 2.50 mm


Characteristic resistance NRk [kN] 0.75 0.90 1.85 4.10Design resistance * NRd [kN] 0.35 0.45 1.00 2.20

Screw type KR-40…


3.0 mmSteel sheet 0.75 mm

Steel sheet 1.50 mm

Steel sheet 2.50 mm


Characteristic resistance NRk [kN] 0.85 - - -Design resistance * NRd [kN] 0.40 - - -

KR, K

S

201 d

SCrEWS

PRODUCT CODEUC-4550

screw name

UC – Countersunk flat head hardened chipboard screws

fEatUrES:SCREW: surfacehardenedcarbonsteel(zincelectroplatedmin5μm).Yellowpassivatedscrews.•

HEAD: PZ1, PZ2, PZ3, PZ4 drive•

applICatIonS:Fixings in chipboards, timber, plastics without initial self-drilling•



Zone without threadRecessD×L

[mm]UC-2508 2.5×08 -

PZ-1UC-2510 2.5×10 -UC-2513 2.5×13 -UC-2516 2.5×16 -UC-3012 3.0×12 -

PZ-1

UC-3016 3.0×16 -UC-3020 3.0×20 -UC-3025 3.0×25 -UC-3030 3.0×30 -UC-3035 3.0×35 -UC-3040 3.0×40 -UC-3512 3.5×12 -

PZ-2

UC-3516 3.5×16 -UC-3520 3.5×20 -UC-3525 3.5×25 -UC-3530 3.5×30 -UC-3535 3.5×35 -UC-3540 3.5×40 -UC-3545 3.5×45 -UC-3550 3.5×50 -

screw diameter

screw length

UC

d 202

SCrEWS


Zone without threadRecessD×L

[mm]UC-4016 4.0×16 -

PZ-2

UC-4020 4.0×20 -UC-4025 4.0×25 -UC-4030 4.0×30 -UC-4035 4.0×35 -UC-4040 4.0×40 -UC-4045 4.0×45 -UC-4050 4.0×50 -UC-4060 4.0×60 -UC-4070 4.0×70 9UC-4520 4.5×20 -

PZ-3

UC-4525 4.5×25 -UC-4530 4.5×30 -UC-4535 4.5×35 -UC-4540 4.5×40 -UC-4545 4.5×45 -UC-4550 4.5×50 -UC-4560 4.5×60 -UC-4570 4.5×70 15UC-5020 5.0×20 -

PZ-3

UC-5025 5.0×25 -UC-5030 5.0×30 -UC-5035 5.0×35 -UC-5040 5.0×40 -UC-5045 5.0×45 -UC-5050 5.0×50 -UC-5060 5.0×60 -UC-5070 5.0×70 17UC-5080 5.0×80 20UC-5090 5.0×90 27UC-5100 5.0×100 40UC-6030 6.0×30 -

PZ-4

UC-6040 6.0×40 -UC-6045 6.0×45 -UC-6050 6.0×50 -UC-6060 6.0×60 -UC-6070 6.0×70 27UC-6080 6.0×80 20UC-6090 6.0×90 29UC-6100 6.0×100 40UC-6110 6.0×110 35UC-6120 6.0×120 47UC-6140 6.0×140 65UC-6160 6.0×160 90UC-6200 6.0×200 130

Standard lEnGtH of SCrEWS (cont.)

UC

203 d

SCrEWS

InStallatIon data

Substrate Timber

Screw diameter D [mm] 2.5 3.0 3.5 4.0 4.5 5.0 6.0 8.0Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] 10.0 12.0 14.0 16.0 18.0 20.0 24.0 32.0Minimum substrate thickness hmin [mm] 20.0 24.0 28.0 32.0 36.0 40.0 48.0 64.0

Substrate PvC profile

Screw diameter D [mm] 2.5 3.0 3.5 4.0 4.5 5.0 6.0 8.0Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] 3.0

pErformanCE data

* With partial safety factor:- Timber – 3.0- PvC profile – 2.0. unless other national safety factors are applicable.

Size Ø2.5 Ø3.0 Ø3.5 Ø4.0 Ø4.5 Ø5.0 Ø6.0 Ø8.0

Substrate Timber

Effective embedment depth hef [mm] 10.0 12.0 14.0 16.0 18.0 20.0 24.0 32.0Characteristic resistance NRk [kN] 0.95 0.90 1.10 1.35 2.20 2.25 3.05 5.25Design resistance * NRd [kN] 0.30 0.30 0.35 0.45 0.70 0.75 1.00 1.75

Size Ø2.5 Ø3.0 Ø3.5 Ø4.0 Ø4.5 Ø5.0 Ø6.0 Ø8.0

Substrate PvC profile

Effective embedment depth hef [mm] - - - - - - - -Characteristic resistance NRk [kN] 0.30 0.60 0.70 0.75 0.75 0.80 0.90 1.20Design resistance * NRd [kN] 0.15 0.30 0.35 0.35 0.35 0.40 0.45 0.60

UC

d 204

SCrEWS

PRODUCT CODEFS-4270FT-4270

WS-3911

screw name

fS, ft, WS – drywall screws

fEatUrES:SCREW:

black phosphate low carbon steel according to DIN 50942•HEAD:

PZ2 drive•

applICatIonS:fixing of plasterboard to supporting structures, steel profiles •(FS type), timber battens (FT type)joining of supporting metal profiles in drywall applications (WS type)•


Product code

Screw dimensions

D×L[mm]

FS-3525 3.5×25FS-3535 3.5×35FS-3545 3.5×45FS-3555 3.5×55FS-4270 4.2×70FS-4890 4.8×90

FS-48100 4.8×100FS-48110 4.8×110FS-48120 4.8×120

Product code

Screw dimensions

D×L[mm]

WS-3595 3.5×9.5WS-3525 3.5×25WS-3535 3.5×35WS-3545 3.5×45WS-3911 3.9×11

Product code

Screw dimensions

D×L[mm]

FT-3525 3.5×25FT-3535 3.5×35FT-3545 3.5×45FT-3555 3.5×55FT-4270 4.2×70FT-4890 4.8×90

FT-48100 4.8×100FT-48110 4.8×110FT-48120 4.8×120

fS

WS-3911

WS-3595

WS

ft

screw diameter

screw length

FS, F

T, W

S

205 d

SCrEWS

InStallatIon data

Screw type FS-… WS-… FT-…

Substrate Steel profile Timber profile

Screw diameter D [mm] 3.5 4.2 4.8 3.5 3.9 3.5 4.2 4.8Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / A 14.0 16.8 19.2Minimum substrate thickness hmin [mm] 0.50 0.75 28.0 34.0 38.0

pErformanCE data

Size(FStype) Ø3,5 Ø4,2 Ø4,8

TENSION LOADS

STEEL PROFILE 0.50 mm


STEEL PROFILE 0.60 mm


PULLING THE HEAD SCREw OUT THROUGH PLASTERBOARD 12 mm

Characteristic resistance NRk [kN] 0.57 - 0.55Design resistance * NRd [kN] 0.30 - 0.29



Size(FTtype) Ø3,5 Ø4,2 Ø4,8

Effective embedment depth hef [mm] 14.0 16.8 19.2

TENSION LOADS


PULLING THE HEAD SCREw OUT THROUGH PLASTERBOARD 12mm


FS, FT, WS

d 206

SCrEWS

* With partial safety factor:- tensile – 1.9;- shear loads – 1.8. unless other national safety factors are applicable.

Size(WStype) Ø3,5 Ø3,9

PULLING THE SCREw OUT FROM SUBSTRATE

STEEL PROFILE 1.0mm

Characteristic resistance NRk [kN] 1.15

Design resistance * NRd [kN] 0.60

STEEL PROFILE 2.0mm

Characteristic resistance NRk [kN] 3.10 2.70

Design resistance * NRd [kN] 1.65 1.45

STEEL PROFILE 2.50mm

Characteristic resistance NRk [kN] 4.10 3.80

Design resistance * NRd [kN] 2.20 2.00

SHEARING BETwEEN TwO STEEL SHEETS


Characteristic resistance vRk [kN] 2.10 1.65

Design resistance * vRd [kN] 1.15 0.90


Characteristic resistance vRk [kN] 4.10 3.85

Design resistance * vRd [kN] 2.20 2.10

FS, F

T, W

S


207 E

dIrECt faStEnInG SYStEm

R-P-PATronGeneral powder actuated tool 208

R-RAWL-SC40Cordless gas nailers 210

R-RAWL- WW90CHFrame nailer 212

R-RAWL- PN-57, R-RAWL- PN-70, R-RAWL- PN-83Coil pneumatic nailers

214

R-RAWL- PMC38Metal connector nailer 215

R-RAWL- PNP-3490, R-RAWL- PNP-130Industrial pneumatic strip framing nailers

216


E 208

r-p-patron – General powder actuated tool

PRODUCT CODESP-KSC-8/20T

nail type lengthdiameter stripe nails

InStallatIon data

SP-AM-11/68y– yellow grade cartridges

SP-AM-11/68R– red grade cartridgesSp-KSC

Sp-KCC Sp-KXX Sp-Ktt Sp-Krr

Sp-KSC

– onlY for tool

Sp-KrC Sp-KSa

Substrateconcrete C16/20

concrete C20/25

concrete C25/30

steel

Nail diameter D [mm] 3.7

Eff ective embedment depth hef [mm] 30 25 20 4

Minimum substrate thickness hmin [mm] 80 4

Minimum spacing smin [mm] 60 30

Minimum edge distance cmin [mm] 80 30

Sp-KrC

R-P-

PATro

n

PRODUCT CODE DESCRIPTION

R-P-PATRON-MX-S withshortmagazine,16-32mmnails

R-P-PATRON-MX withlongmagazine,32-72mmnails

R-P-PATRON-S single-shot version, 16-32 mm nails

R-P-PATRON single-shot version, 32-72 mm nails

r-p-patron-mX

r-p-patron


209 E

Standard naIlS

Product code Nail dimensionsMax fixture thickness

Concrete C16/20 Concrete C20/25 Concrete C25/30 Steel

stripe nails singleD x L tfix

[mm]

SP-KSC-8/16T - 3.7 x 16 - - - 5SP-KSC-8/19T - 3.7 x 19 - - - 5SP-KSC-8/22T - 3.7 x 22 - - 2 -SP-KSC-8/27T SP-KSC-8/27 3.7 x 27 - 2 7 -SP-KSC-8/32T SP-KSC-8/32 3.7 x 32 2 7 12 -SP-KSC-8/37T SP-KSC-8/37 3.7 x 37 7 12 17 -SP-KSC-8/42T SP-KSC-8/42 3.7 x 42 12 17 22 -SP-KSC-8/47T SP-KSC-8/47 3.7 x 47 17 22 27 -SP-KSC-8/52T SP-KSC-8/52 3.7 x 52 22 27 32 -SP-KSC-8/57T SP-KSC-8/57 3.7 x 57 27 32 37 -SP-KSC-8/62T SP-KSC-8/62 3.7 x 62 32 37 42 -SP-KSC-8/67T SP-KSC-8/67 3.7 x 67 37 42 47 -SP-KSC-8/72T SP-KSC-8/72 3.7 x 72 42 47 52 -

- SP-KRC-8/19 3.7 x 19 - - - 5- SP-KRC-8/27 3.7 x 27 - - 5 -- SP-KRC-8/32 3.7 x 32 - 5 10 -- SP-KRC-8/37 3.7 x 37 5 10 15 -- SP-KRC-8/52 3.7 x 52 10 25 30 -- SP-KRC-8/62 3.7 x 62 30 35 40 -

pErformanCE data

Substrate Concrete C16/20 Concrete C20/25 Concrete C25/30 Steel


TENSION LOADSRecommended resistance NRd,s [kN] 0.5*

SHEAR LOADS

Recommended resistance NRd,s [kN] 0.5** Resistance for wooden fixture

R-P-PATron


E 210

r-raWl-SC40 – Cordless gas nailers

KnC KSC

R-KNC-6/25

RAWL brand Head diameter

Substrate (C – concrete)

Nail length

R-KSC-6/15

RAWL brand Head diameter

Substrate (S – steel)

Nail length

PRODUCT CODE

PRODUCT CODE

BaSE matErIalS: - Concrete C16/20-C25/30 - Steel ST3S, 18GS2A

Standard naIlS

Product code

Nail dimensionsMax fi xture thickness

Concrete C16/20 Concrete C20/25 Concrete C25/30 Steel

D x L tfi x

[mm]

Nails for steel

R-KSC-6/15 2.6 x 15 - - - 3

Nails for concrete

R-KNC-6/20 2.6 x 20 - - - -

R-KNC-6/25 2.6 x 25 - - 5 -

R-KNC-6/30 2.6 x 30 - 5 10 -

R-KNC-6/40 2.6 x 40 5 10 15 -

KnC

fEatUrES:• Portabletool(nocables)• Fuelefficiency:min.1100shots• Batteryefficiency:upto6000shots• Fastinstallation• Directinstallation

– onlY for tool

R-RA

WL-S

C40


211 E

InStallatIon data

Substrateconcrete C16/20

concrete C20/25

concrete C25/30

steel




Minimum spacing smin [mm] 50 30

Minimum edge distance cmin [mm] 80 30

pErformanCE data

Nail type R-KNC-… R-KSC-…


Concrete C20/25

Concrete C25/30

Steel 6 mm

Steel 8 mm


TENSION LOADS

Recommended load NRd,s [kN] 0.60 0.60 0.80

SHEAR LOADS

Recommended load NRd,s [kN] 0.45 0.45

R-RAWL- SC40


E 212

r-raWl-WW90CH – frame nailer

R-DRK-2851

RAWL brand

nail diameterring shank nails

nail length

R-DRG-2851

RAWL brand

nail diameterring shank nails

galvanized

nail length

R-DPK-2863

RAWL brand

nail diameter

smooth nails

nail length

PRODUCT CODE

BaSE matErIalS:• Timber

fEatUrES:• Portabletool(nocables)• Fuelefficiency:min1100shots• Batteryefficiency:upto6000shots• Fastinstallation• Directinstallation• Nails: - fully waxed - partially coated with an adhesive

InStallatIon data

Size Ø2.8 Ø3.1

Nail diameter D [mm] 2.8 3.1

Eff ective embedment depth hef [mm] 20

Minimum substrate thickness hmin [mm] 20

– onlY for tool

R-RA

WL-

WW

90CH


213 E

Product code

Nail dimensions Max fixture thickness

D x L tfix

[mm]

R-DPK-2851 2.8 x 51 31

R-DPK-2863 2.8 x 63 43

R-DPK-3175 3.1 x 75 55

R-DPK-3190 3.1 x 90 70

R-DRK-2851 2.8 x 51 31

R-DRK-2863 2.8 x 63 43

R-DRK-3175 3.1 x 75 55

R-DRK-3190 3.1 x 90 70

R-DRG-2851 2.8 x 51 31

R-DRG-2863 2.8 x 63 43

R-DRG-3175 3.1 x 75 55

R-DRG-3190 3.1 x 90 70

Standard naIlS

R-RAWL- W

W90CH


E 214

Product code

Nail dimensions Max fixture thickness

D x L tfix

[mm]

R-GDP-2138 2.1 x 38 18

R-GDP-2155 2.1 x 55 35

R-GDP-2560 2.5 x 60 30

R-GDP-2570 2.5 x 70 40

R-GDP-2880 2.8 x 80 40

r-raWl-pn-57, -pn-70, -pn-83 – Coil pneumatic nailers

R-GDP-2138

RAWL brand

ring shank nails

nail diameter

nail length

PRODUCT CODE


applICatIonS:• Manufactureofpallets • Formwork • Woodenfencing • Chipboardforwoodenframes • Woodenfaçades

InStallatIon data

Size Ø2.1 Ø2.5 Ø2.8

Nail diameter D [mm] 2.1 2.5 2.8



r-raWl-pn-57 r-raWl-pn-70 r-raWl-pn-83

Standard naIlS

fEatUrES:• Nails: - fully waxed - partially coated with an adhesive• Fastinstallation• Directinstallation• Maximumoperatingpressure:8bar/120PSI (recommended 5-7 bar at single shot)

R-RA

WL-P

N-57

, -PN-

70, -P

N-83


215 E

r-raWl-pmC38 – metal connector nailer


applICatIonS:• Rafterframingelements

fEatUrES:• Nails: - 34° paper tape round head nails 3,8×38mm• Fastinstallation• Directinstallation• Maximumoperatingpressure:8bar/120PSI(recommended5-7 bar at single shot)

R-DPCG-3838

RAWL brand

ring shank nails

nail lengthnail diameter

PRODUCT CODE

Product code

Nail dimensions Max fi xture thickness

D x L tfi x

[mm]

R-DPCG-3838 3.8 x 38 18

InStallatIon data

Nail type R-DPCG




Standard naIlS

R-RAWL-PM

C38


E 216

r-raWl-pn-3490, -pnp-130 – Industrial pneumatic strip framing nailer


applICatIonS:• Manufactureofpallets• Formwork• Woodenfencing• Chipboardforwoodenframes• Woodenfaçades

Product code

Nail dimensions Max fi xture thickness

D x L tfi x

[mm]

R-GPP-38130 3.8 x 130 70

R-GPG-38120 3.8 x 120 60

R-GPG-38130 3.8 x 130 70

InStallatIon data

Nail type R-GPP -…, R-GPG-…

Nail diameter d [mm] 3.8



Standard lEnGtH of naIlS

R-GPG-38120

RAWL brand

ring shank nails

nail length

nail diameter

PRODUCT CODE

r-raWl-pnp-130

r-raWl-pn-3490

r-raWl-pn-3490, -pnp-130

fEatUrES:• Nails: - Ring nails on plastic tape (R-GPP type) - Smooth nails on plastic tape (R-GPG type)• Fastinstallation• Directinstallation• Maximumoperatingpressure:8bar/120PSI(recommended 5-7 bar at single shot)

R-RA

WL-P

N-34

90, -

PNP-

130

217 f

faCadE InSUlatIon fIXInGS

General informations for correct: design, installation and using of facade thermal insulation system

218

Installation of expanded polysty-rene (EPS) for concrete 222

Installation of expanded polysty-rene (EPS) and mineral wool for hollow and light substrate

226

KWL Insulation holding fl ange 234

Auxiliary products – single connector 235

Auxiliary products – steel connector 236

Installation of expanded polysty-rene (EPS) and mineral wool for wooden substrate

238

Installation of expanded polysty-rene (EPS) and mineral wool for steel sheet substrate

240


f 218

General informations for correct: design, installation and using of facade thermal insulation system

1. Reasons for mechanical fixing application in case of wall insulation

There is a requirement for mechanical fixing application during wall insulation using the light, wet method.

— The external building façade is subject to suction – caused by wind and SHEAR LOADSs. Wind suction force is the most common cause of insulation detachment from substrate. Distortion of the whole façade surface causes internal cracking of the adhesive structure and, consequently, appear-ance of cracks in rendering. Use of mechanical fixing effectively reduces these effects

— The most common mistakes which are made are: • Impropersurfacepreparation: - no surface cleaning (removal of dust and oil) - failure to remove old or loose paint, plaster or rendering elements - failure to prepare a level surface and improper preparation of strongly absorbing sub-

strates - insufficient substrate resistance • Mistakesmadeduringpreparationandapplicationofadhesive(notfollowingrecommend-

ed proportions, ‘thinning’ and improper adhesive layer distribution) • Failuretoobserverequiredhardeningtimeforadhesive • Failure toworkwithin recommendedambient temperature range (most commonly from

+5°C up to +25°C) • Workcarriedoutinadverseweatherconditions(precipitation,strongwinds,directexposure

to sun) • Leavingunfinishedworkduringwinter

— Low cost of fastening.

2. Thermal insulation materials:

Styropian Wełna mineralna Wełna lamelowa Wełna drzewna Korek Płyty z lekkich materiałów

z recyklingu

Styropian Wełna mineralna Wełna lamelowa Wełna drzewna Korek Płyty z lekkich materiałów

z recyklingu

Expanded polystyrene

Wood wool

Mineral wool

Cork

Lamella wool

Light panels made of recycled materials


219 f

3. Force causing removal of insulation material from substrateThe force magnitude causing insulation material to tear away from the substrate (through clamp-

ing flange) depends on the strength and thickness of applied thermal insulation material. In structural calculations the maximum value of this force cannot be greater than the design

resistance of axial pull out fixings. The tensile performance of the fixing is dependent upon the friction force between the connector’s catches and the internal surface of the pre-drilled hole in the substrate. This force’s magnitude depends on substrate type and connector anchoring depth. Overall length and flange diameter of the connector do not influence performance. The fixing design possesses a greater diameter at the frictional interface (approximately 1-2 mm) than at the connector’s core diameter.

4. Connector anchoring depthFor connector application in base materials such as concrete or solid brickwork, the minimum

anchoring depth is 25mm. In the case of materials like hollow brickwork, structural clay tile, light concrete and aerated concrete blocks, fasteners require an anchoring depth of 60mm. These mini-mum values are applicable in areas where full connector adhesion is possible. Drilling depth should exceed anchorage depth (usually by 10mm in case of 8- 10mm hole’s diameter) in order to avoid crack appearance at the substrate surface.

5. Required connector lengthWhen selecting the length of connector the following should be considered: A – thickness of insulation material,B – anchoring depth in load-bearing substrate,C – thickness of old plaster (if applicable),D – thickness of adhesive,E – surface roughness,F – tolerance for work inaccuracy

L = A + B + C + D + E + F

6. Heat transfer coefficient and thermal bridge formationApplication of connectors with a metal insert pin causes formation of thermal bridges, caused

by the relatively high thermal conductivity of steel. Any resultant limitation on thermal insulation quality is practically eliminated thanks to a special plastic coating on the head of the nail. Heat loss through the nail is therefore below the admissible limit. Furthermore, the plastic head has the addi-tional benefit of optimal corrosion protection.

Alternatively, to achieve limitation of heat loss connectors with plastic pin can in some cases be applied. However this application is limited because of much reduced mechanical resistance.

7. Edge zone determinationFaçade’s edge zone is defined by the external building dimen-

sions. The narrowest span of the building should be taken into account.

The edge zone value equates to 1/8 of that span (A) and is constrained in the range of 1 to 2m.

1m ≤ A/8 ≤ 2m

The quantity of fixings applied in the edge zone must be increased by 20%-50%.

In some cases – especially for particularly high buildings – a detailed SCHEMA of the spacing and quantity of fixings should be prepared in collaboration with the thermal insulation system manufacturer.


f 220

8. Connector quantity and spacingQuantity and spacing are important parameters which determine the durability and safety of a

façade.Laboratory research has shown that connector spacing depends on:

• Weightoftheinsulationmaterial(includingadhesive,meshandplaster) • Load-bearingsubstratematerial • Heightofinsulatedbuilding

ü– applicableû– not applicable* – KWL type flanges are used with KI fixings with steel pin

Connector type Polystyrene foam Mineral wool H < 8 m 8 m < H < 20 m H > 20 m

KI-10 ü û 4-5 pcs 6-8 pcs û

KI-10M ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcsKI-8M ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcs

TFIX-8M ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcsKI-10N ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcs

KI-10NS ü ü 4-5/6-8 pcs 6-8/8-10 pcs û/10-12 pcsKC ü ü 4-5/6-8 pcs û û

KWL * û ü 3-5 pcs 3-5 pcs û

EXamplE of mECHanICal fIXInGS SpaCInG

example of fixings spacing in case of mineral wool

example of fixings spacing in case of polystyrene foam


221 f

9. Installation of insulation layerThe mechanical installation of insulation panels should take place after adhesion, taking into

consideration the manufacturer’s recommended curing time (not earlier than after 24 hours).Fixings quantity and spacing should be specified in technical drawings or specified by thermal

insulation system-provider. The quantity should not be less than 4 pcs/m2, however.In concrete and solid brickwork substrates drilling should be performed perpendicular to the

surface, through pre-applied polystyrene foam or mineral wool insulation panels. Holes should possess a diameter equal to the connector’s sleeve diameter (with tolerances of +0.1 and -0.3 mm) and be drilled according to the quantity and spacing specified in point 7.

When drilling holes in concrete, a rotary percussion drilling machine should be used sintered carbide-tipped drills.

Holes in hollow brickwork and aerated concrete should be drilled using a rotary drilling machine without hammer action.

Depth of drilled holes must be 10 mm deeper than anchoring depth.To avoid damage at the reverse of the substrate, the wall thickness must be minimum 2 cm (3- 4

cm in case of concrete) greater than the drilled hole depth.In situations when repeat drilling is required due to error, the distance from the original hole loca-

tion must be at least equal to actual hole depth.Before installing the connector holes should be cleaned - debris and dust can be removed using

an air pump, round brush or vacuum.Subsequently fixings can be placed in the hole and lightly hammered.During installation proper clamping of insulation panels to the substrate must be ensured. The

expansion nail is then hammered through the connector until the head is flush with the façade. Permanent fixing in the substrate is thus achieved. Connector installation (sleeve) is disposable.

Proper fixing of the connector can be assumed when it is fastened tightly in the substrate. When using screw-in nail, further screwing will not be possible.Note: in Poland insulation fixings with a plastic pin are intended only for fastening light thermo-

insulation materials, for example polystyrene foam.Connectors with a steel pin are also suitable for fastening polystyrene foam, but are intended

for heavy insulation materials (for example mineral wool, when only this type of fixing should be applied). This is due to the requirement for high shear and bending resistance, which is guaranteed in this case by the zinc-plated steel pin component. An additional advantage of the connector with steel pin is the added safety in the case of fire where, after the plastic sleeve has melted, the con-nector nail continues to transmit shear and bending loads.

The high quality of these insulation fixings is proven by ITB technical recommendation RT ITB 1028/2005.


f 222

KI-10 – Insulation fi xing with standard expansion zone for EpS installation

PRODUCT CODEKI-120

Fixing name

Fixing length

Standard lEnGtH of fIXInGS

Product code

Fixing dimensions

Recommended fi xture thickness

Max fi xture thickness*

d x L tfi x tfi x, max

[mm]

KI-070 10 x 070 15-35 60

KI-090 10 x 090 35-55 80

KI-120 10 x 120 55-85 110

KI-140 10 x 140 85-105 130

KI-160 10 x 160 105-125 150

KI-180 10 x 180 125-145 170

KI-200 10 x 200 145-165 190

KI-220 10 x 220 165-185 210

* contact with KOELNER/RAWLPLUG consulting engineer is needed

BaSE matErIalS:- concrete min C12/15- solid brick 20 MPa

fEatUrES:PLUG SLEEvE: impact resistant copolymer (can be made of polyamide to order)NAIL PIN: polyamide PA 6.0 (Nylon) reinforced with fibre glass

applICatIonS:Installation of light insulation materials

6010

L25

KI-1

0


223 f

InStallatIon GUIdE

pErformanCE data

Substrate Concrete C12/15Concrete

C16/20-C50/60Solid brick

20 MPa


TENSION LOADS

Characteristic resistance NRk,s [kN] 0.50 0.60 0.50

Design resistance gMc = 2* NRd,s [kN] 0.25 0.30 0.25

InStallatIon data

Substrateconcrete min C12/15

solid brick 20 MPa

Fixing diameter d [mm] 10

Hole diameter d0 [mm] 10

Minimum hole depth h0 [mm] 35

Effective embedment depth hef [mm] 25



Minimum edge distance cmin [mm] 100

* gMc accommodate to national regulations. If unavailable, use gMc = 2

KI-10


f 224

KI-10m – Insulation fi xing with standard expansion zone for EpS and mineral wool installation

PRODUCT CODEKI-120M

Fixing name

Fixing length


Product code

Fixing dimensions




[mm]

KI-090M 10 x 090 35-55 80

KI-120M 10 x 120 55-85 110

KI-140M 10 x 140 85-105 130

KI-160M 10 x 160 105-125 150

KI-180M 10 x 180 125-145 170

KI-200M 10 x 200 145-165 190

KI-220M 10 x 220 165-185 210

KI-240M 10 x 240 185-205 230

KI-260M 10 x 260 185-235 250


BaSE matErIalS:- concrete min C12/15- solid brick

fEatUrES:PLUG SLEEvE: impact resistant copolymer (can be made of polyamide to order) NAILPIN:steelzincelectroplated

applICatIonS:Installation of heavy insulation materials

6010

L25

KI-1

0M


225 f

InStallatIon GUIdE

pErformanCE data


Concrete C16/20-C50/60

Solid brick 20 MPa


TENSION LOADS

Characteristic resistance NRk,p [kN] 0.50 0.75 0.50

Design resistance gMc = 2* NRd,p [kN] 0.25 0.38 0.25

Substrateconcrete min C12/15

solid brick 20 MPa








InStallatIon data


KI-10M


f 226

KI-10n – Insulation fi xing with long expansion zone for EpS and mineral wool installation

PRODUCT CODEKI-120N

Fixing name

Fixing length


Product code

Fixing dimensions




[mm]

KI-140N 10 x 140 50-70 95

KI-160N 10 x 160 70-90 115

KI-180N 10 x 180 90-110 135

KI-200N 10 x 200 110-130 155

KI-220N 10 x 220 130-150 175

KI-240N 10 x 240 150-170 195

KI-260N 10 x 260 170-190 215

KI-300N 10 x 300 190-230 255


BaSE matErIalS:- solid brick 20 MPa- honeycomb clay brick 12 MPa- lightweight concrete 10 MPa- aerated concrete 600 MR v

fEatUrES:PLUG SLEEvE: impact resistant copolymer (can be made of polyamide to order)NAILPIN:steelzincelectroplatednailwithplastichead

applICatIonS:Installation of heavy insulation materials.Increased resistance for tension and shear loads.Possibility to install fixings in lightweight or hollow substrate.Plastic head of nail pin prevents ingress of dampness, dirt and limits thermal bridge.

60

L90

10

60

KI-1

0N


227 f

InStallatIon GUIdE

pErformanCE data

SubstrateSolid brick

20 MPaHoneycomb clay

brick 12 MPaLightweight

concrete 10 MPaAerated concrete

600 MR v


TENSION LOADS


Design resistance gMc = 2* NRd,p [kN] 0.45 0.20 0.15 0.45

Substrate

solid brick 20 MPa honeycomb clay brick 12 MPa lightweight concrete 10 MPa

aerated concrete 600 MR v








InStallatIon data


KI-10N


f 228

KI-10nS – Insulation fi xing with long expansion zone for EpS and mineral wool installation

PRODUCT CODEKI-120NS

Fixing name

Fixing length


Product code

Fixing dimensions




[mm]

KI-140NS 10 x 140 50-70 95

KI-160NS 10 x 160 70-90 115

KI-180NS 10 x 180 90-110 135

KI-200NS 10 x 200 110-130 155

KI-220NS 10 x 220 130-150 175

KI-260NS 10 x 260 170-190 215

KI-300NS 10 x 300 190-230 255


BaSE matErIalS:- solid brick 20 MPa- honeycomb clay brick 12 MPa- lightweight concrete 10 MPa- aerated concrete 600 MR v

fEatUrES:PLUG SLEEvE: impact resistant copolymer (can be made of polyamide to order)NAILPIN:steelzincelectroplatednailwithplastichead


60

L90

10

60

KI-1

0NS


229 f

InStallatIon GUIdE

pErformanCE data

SubstrateSolid brick

20 MPaHoneycomb clay

brick 12 MPaLightweight

concrete 10 MPaAerated concrete

600 MR v


TENSION LOADS


Design resistance gMc = 2* NRd,p [kN] 0.60 0.20 0.15 0.38

Substrate

solid brick 20 MPa honeycomb clay brick 12 MPa lightweight concrete 10 MPa

aerated concrete 600 MR v








InStallatIon data


KI-10NS


f 230

KI-8m – Insulation fixing with standard expansion zone for EpS and mineral wool installation

BaSE matErIalS:- concrete min C12/15- brick 12 MPa (solid and hollow)- silicate brick 12 MPa (solid and hollow)- lightweight concrete block (solid and hollow) acc. to DIN 18152, DIN 18151

fEatUrES:PLUG SLEEvE: impact resistant copolymer (can be made of polyamide to order)NAIL PIN: steel zinc electroplated screw nail with plastichead


PRODUCT CODEKI-8M-130

Fixing name

Fixing length


Product code

Fixing dimensions




[mm]

KI-8M-090 8 x 90 20-40 65

KI-8M-110 8 x 110 40-60 85

KI-8M-130 8 x 130 60-80 105

KI-8M-150 8 x 150 80-100 125

KI-8M-170 8 x 170 100-120 145

KI-8M-190 8 x 190 120-140 165

KI-8M-210 8 x 210 140-160 185


60

40

8

L

KI-8

M


231 f

InStallatIon GUIdE

pErformanCE data


Concrete C20/25- C50/60

Solid brick

12 MPa

Structural hollow clay tile 12 MPa

Silicate brick

12 MPa

Silicate hollow brick

12 MPa

Solid lightweight

concrete DIN 18152

Hollow lightweight

concrete DIN 18151

Effective embedment depth hef [mm] 40 40 40 40 40 40 40 40

TENSION LOADS

Characteristic resistance NRk,s [kN] 0.75 1.20 0.90 0.40 1.20 0.50 0.30 0.30

Design resistance gMc = 2* NRd,s [kN] 0.38 0.60 0.45 0.20 0.60 0.25 0.15 0.15

SubstrateConcrete

Brick (cavity or solid brick)Silicate brick (hollow or solid brick)








InStallatIon data


KI-8M


f 232

PRODUCT CODETFIX-8M-135

Fixing name

Fixing length


Product code

Fixing dimensions



D x L tfi x tfi x, max

[mm]TFIX-8M-95 8 x 95 30 - 60 85

TFIX-8M-115 8 x 115 60 - 80 105TFIX-8M-135 8 x 135 80 - 100 125TFIX-8M-155 8 x 155 100 - 120 145TFIX-8M-175 8 x 175 120 - 140 165TFIX-8M-195 8 x 195 140 - 160 185TFIX-8M-215 8 x 215 160 - 180 205TFIX-8M-235 8 x 235 180 - 200 225TFIX-8M-255 8 x 255 200 - 220 245TFIX-8M-275 8 x 275 220 - 240 265TFIX-8M-295 8 x 295 240 - 260 285


BaSE matErIalS:- concrete min C12/15- brick 12 MPa (solid and hollow)- silicate brick 12 MPa (solid and hollow)- lightweight concrete block (solid and hollow) acc. to DIN 18152, DIN 18151

fEatUrES:PLUG SLEEvE: impact resistant copolymer (can be made of polyamide to order)NAIL PIN: steel zinc electroplated screw nail with plastichead


60

L

8

25

tfIX-8m – Insulation fi xing with standard expansion zone for EpS and mineral wool installation. BSo programme

TFIX-

8M


233 f

InStallatIon GUIdE

pErformanCE data


Solid brick 12 MPa

Cavity, honeycomb

clay brick 12 MPa

Silicate brick

12 MPa

Silicate hollow brick

12 MPa

Solid lightweight

concrete DIN 18152

Hollow lightweight

concrete DIN 18151


TENSION LOADS

Characteristic resistance NRk,p [kN] 1.50 1.50 0.60 1.50 0.90 0.50 0.50

Design resistance gM c = 2* NRd,p [kN] 0.75 0.75 0.30 0.75 0.45 0.25 0.25

SubstrateConcrete

Brick (solid or cavity brick)Silica brick (solid or hollow brick)








InStallatIon data


TFIX-8M


f 234

KWl – Insulation holding fl ange for KI, tfIX, KC fi xings

Standard HoldInG flanGE SIZE

fEatUrES:PLUG: Polyamide PA 6.0 (nylon) reinforced with fibre glass, impact resistant copolymer of polypropylene PP.

applICatIonS:Installations of lamella wool to substrate.

Due to the low lamella wool density and orthogonal arran-gement of fibers, additional holding flange must be used. This holding flange increases clamping area (Ø140 mm) and guarantees almost four times higher resistance for pulling the lamella wool out through the connector with flange than the connector without it (Ø60 mm).

Special construction of this flange enables use of facade conectors KI and TFIX type to all substrate material.

PRODUCT CODEKI… + KWL 140

Flange name

Flange diameter

Flange nameFlange diameter

[mm]

KWL-090 90

KWL-110 110

KWL-140 140

Ø 1

40 m

m

KWl-140

KWl-110

KWl-90

Ø 1

40 m

m

KWL


235 f


KIK – Single fi xing for insulation installed in zones without wind forces

fEatUrES:PLUG: impact resistant polypropylene copolymer

applICatIonSPlastic flange of fixing prevents ingress of dampness, dirt and limits thermal bridge.The KIK connector is used as a protection for insulation instal-led near: door and window frame, basement wall, foundation wall, soffit, etc.

KIK-…








InStallatIon data

Product code

Fixing dimensions

d x L

[mm]

KIK-070 8 x 70

KIK-090 8 x 90

PRODUCT CODEKIK-090

Fixing name

Fixing length

35928,5

L

KIK


f 236

mKI + mKC – fireproof connector for EpS and mineral wool installation

PRODUCT CODEMKI-110/8 + MKC-80

Fixing name

Fixing diameter

Fixing length

Washer type

Washer diameter


Product code

Fixing dimensions

Recommended fixture thickness

D x L tfix

[mm]

MKI-030/8 MKI-A2-030/8 8 x 30 0MKI-060/8 MKI-A2-060/8 8 x 60 10MKI-070/8 MKI-A2-070/8 8 x 70 20MKI-090/8 MKI-A2-090/8 8 x 90 40MKI-110/8 MKI-A2-110/8 8 x 110 60MKI-130/8 MKI-A2-130/8 8 x 130 80MKI-140/8 MKI-A2-140/8 8 x 140 90MKI-150/8 MKI-A2-150/8 8 x 150 100MKI-170/8 MKI-A2-170/8 8 x 170 120MKI-190/8 MKI-A2-190/8 8 x 190 140MKI-200/8 MKI-A2-200/8 8 x 200 150

MKI-210/8* MKI-A2-210/8* 8 x 210 160MKI-230/8* MKI-A2-230/8* 8 x 230 180MKI-250/8* MKI-A2-250/8* 8 x 250 200MKI-270/8* MKI-A2-270/8* 8 x 270 220MKI-300/8* MKI-A2-300/8* 8 x 300 250

mKC

BaSE matErIalS: - concrete min C20/25- solid brick 15 MPa- silicate brick 15 MPa- aerated concrete 600 MR v

fEatUrES:CarbonsteelS235JRG2gradezincelectroplated8µmStainless steel A2, 1.4301 gradeOn the basis of European Commission Decision No. 96/603/EC, 2000/605/EC and 2003/424/EC KOELNER MKI steel connectors are classified in Class A1 of reaction to fire, and on the basis of instructions ITB No 401/2004 have been classified as non-combustible.

9,8

80

2,44,4

42

40

L50

mKI

MKI

+ M

KC


237 f

SubstrateConcrete

min C20/25Solid brick

15 MPaSilicate brick

15 MPaAerated concrete

600 MR v

Fixing diameter d [mm] 8 8 8 8

Hole diameter d0 [mm] 8 8 8 N / A

Minimum hole depth h0 [mm] 60 60 60 N / A



Minimum spacing smin [mm] 100 100 100 100

Minimum edge distance cmin [mm] 100 100 100 100

pErformanCE data

SubstrateConcrete

min C20/25Solid brick

15 MPaSilicate brick

15 MPaAerated concrete

600 MR v


TENSION LOADSCARBON STEEL FAILURE


Design resistance* NRd,p [kN] 0.34 0.22 0.32 0.26

STAINLESS STEEL A2 FAILURE


Design resistance* NRd,p [kN] 0.37 0.26 0.30 0.29

InStallatIon data

* With partial safety factor: - concrete – 2.5;- other substrates – 3.0. unless other national safety factors are applicable.

MKI +

MKC


f 238

KC + UC – Holding fl ange with screw for insulation installed to wooden constructions

PRODUCT CODEKC + UC05070

Flange type

Screw diameter

Screw length

Screw name


Fixing dimensions Recommended fi xture thickness

D x L tfi x

[mm]

KC + UC-5050 5.0 x 50 30

KC + UC-5060 5.0 x 60 40

KC + UC-5070 5.0 x 70 50

KC + UC-5080 5.0 x 80 60

fEatUrES:FLANGE: Ø60 mm, impact resistant polypropylene PP copolymer (can be made of polyamide PA to order)SCREW: surface hardened (450HV) zinc electroplatedsteel

applICatIonSInsulation installation to timber or similar substrate with holding flange and hardened screw.

60

15

60

D

LD

8 L

KC +

UC


239 f

Fixing type UC Ø5 UC Ø6

Substrate Timber ChipboardChipboard OSB type

Timber ChipboardChipboard OSB type

Screw diameter D [mm] 5.0 5.0 5.0 6.0 6.0 6.0





InStallatIon data

pErformanCE data

Fixing type KC + UC Ø5 KC + UC Ø6

Substrate Timber ChipboardChipboard OSB type

Timber ChipboardChipboard OSB type


TENSION LOADS

Characteristic resistance NRk [kN] 0.70 0.70 0.70 0.80 0.80 0.80

Design resistance* NSd [kN] 0.35 0.35 0.35 0.40 0.40 0.40

Fixing dimensions Recommended fixture thickness

D x L tfix

[mm]

KC + UC-5090 5.0 x 90 70

KC + UC-50100 5.0 x 100 80

KC + UC-60100 6.0 x 100 80

KC + UC-60120 6.0 x 120 100

KC + UC-60140 6.0 x 140 120

KC + UC-60160 6.0 x 160 140

KC + UC-60200 6.0 x 200 180

Standard lEnGtH of fIXInGS cont.


KC + UC


f 240

PRODUCT CODEKC + WB48100

Flange type

Screw diameter

Screw length

Screw name

fEatUrES:FLANGE: Ø60 mm, impact resistant polypropylene PP copolymer (can be made of polyamide PA to order)SCREW: self drilling, surface hardened (450HV) zincelectroplated steel

applICatIonS:Insulation installation to steel substrate with holding flange and self drilling screw.

60

15

KC + WB – Holding fl ange with screw for insulation installed to steel construction


Fixing dimensions Recommended fi xture thickness

D x L tfi x

[mm]

KC + WB-48100 4.8 x 100 90

KC + WB-48120 4.8 x 120 110

KC + WB-48140 4.8 x 140 130

KC +

WB

8,0

11

3,2

4

13,5

4,8

4,8

100-

220

5,3


241 f

Substrate Steel sheet

Screw diameter D [mm] 4.8

Minimum substrate thickness hmin [mm] 0.75



InStallatIon data

Standard lEnGtH of fIXInGS (cont.)

pErformanCE data

Substrate Steel sheet

TENSION LOADS

Characteristic resistance NRk,p [kN] 0.90

Design resistance* NRd,p [kN] 0.45

Fixing dimensions Recommended fixture thickness

D x L tfix

[mm]

KC + WB-48160 4.8 x 160 150

KC + WB-48170 4.8 x 170 160

KC + WB-48180 4.8 x 180 170

KC + WB-48200 4.8 x 200 190

KC + WB-48220 4.8 x 220 210


KC + W

B

243 f

CavItY Wall tIES

General information for correct cavity wall ties projecting 244

KLTie applied during bricklaying 246

MULTITie applied during brick laying 247

KWKAnchor for wooden construction 248

KWBAnchor for post installation 249

CavItY Wall tIES

f 244

External walls of buildings have three basic functions: load bearing, insulation and architectural detail.

A modern wall solution which satisfies these requirements comprises three layers, including an external brick facing layer. This solution requires that the facing layer is properly supported and fixed to the load-bearing layer, in a way that eliminates thermal bridge formation and guarantees structural durability and stability. The KOELNER cavity wall tie system can fulfil these requirements.

Elements of this system: anchors for the tying of cavity walls, joint vents, fixing brackets.

Cavity wall ties facilitate the reliable and long-lasting tying of building layers. Due to the possible occurrence of condensation within this type of wall, known also as ‘cavity walls’, the ties must be manufactured using stainless steel. The number of ties per 1m2 should not be fewer than 5, whilst in areas near the edge and corner the minimum is 8 ties per 1m2. The spacing between the two walls (between the load-bearing wall and internal face of facing layer) should not exceed 150mm. vertical spacing between individual ties must not exceed500mm,whilsthorizontalspacingmustnotexceed750mm.Theventilationgapbetweenthefacinglayerandinsulatedbearingwall should be in the range of 40- 60mm.

Theclampingclips,inadditiontotheirstabilizingfunction,aredesignedtoreducetheappearanceofdampbycausinganymoisturecollected externally to drop off without penetrating the insulation layer. Due to the importance of their function, it is very important to install this component correctly on the anchor. Correct placement of the clamping clip is achieved when the smooth surface clamps the insulation layer to the inner wall, with the ‘W’-shaped cuts orientated vertically.

Advantages of the KOELNER cavity wall tie system:– maximum, unbroken thermal insulation- external facing wall supported by HK 4 brackets (as opposed to extended floor structure or other construction elements) elimi-

nates thermal bridging effect and enables optimal building insulation- A4 stainless steel components - system elements can be situated in different locations, allowing easy installation and correction of any building inaccuracies- solution for all complex construction aspects of three-layer cavity walls

CavItY Wall tIES – applICatIon and dESIGn GUIdElInES

CavItY Wall tIES

245 f

Tie arrangement :•distancebetweentiesinverticaldirection:max500mm,•distancebetweentiesinhorizontaldirection:max750mm,•distancebetweentiesnearedge:max300mm,•distancefromedge:max150mm.Distance between walls (between bearing wall and facing wall) should not exceed 150 mm. The ventilation gap between the facing

wall and insulation layer should be in the range of 40- 60 mm wide.

Joint thicknessDistance between

wallsWall height Tie diameter

Recommended number per 1m2 Product code

G S H F Z / m2

> 6 < 70 mm < 12 m 3 mm 5 KWB> 6 < 120 mm < 12 m 4 mm 5 KL, KWB, KWK> 6 120 - 150 mm < 12 m < 4 mm 7 KL, KWB, KWK> 2 < 120 mm <12 m 4 mm 5 MULTI> 2 120 – 150 mm < 12 m < 4 mm 7 MULTI

JoInt vEntS

These products are for use in the vertical joints between bricks, in place of mortar.The design of these vents allows air circulation to reduce any build up of moisture, whilst intake of precipitation or large insects is

also prevented. Application of vents guarantees drying of the wall, removal of external condensation and conservation of a minimum moisture content in the insulation layer.

Correctly applied, the vents can also prevent unwanted salt efflorescence and moistness, which damage the appearance and durabil-ity of the facing wall.

vents in the plinth area should either be installed after every second brick in the first layer, or after every fourth brick in the first and second layer. It is also important to place vents around windows, doors, balconies and in gables.

The correct selection and application of ties depends on joint thickness, wall height and ventilation gap width.

CavItY Wall tIES

f 246

Kl – tie applied during bricklaying

KL-4/25/-…

Anchor diameter D [mm] 4Effective embedment depth hnom, min [mm] 50Minimum spacing smin [mm] 300Minimum edge distance cmin [mm] 150

InStallatIon data


Product code

Anchor dimensionsSpacing between the walls

Max fixture thickness*

D x L tfix

[mm]KL-4/25/225 4.0 x 25 x 200 100 60KL-4/25/250 4.0 x 25 x 225 125 85KL-4/25/275 4.0 x 25 x 250 150 110KL-4/25/300 4.0 x 25 x 275 175 135KL-4/25/340 4.0 x 25 x 315 215 175

applICatIonS:The anchor is designed to integrate traditional brick load-bearing walls with insulation material and facing brick. Anchor at one end is bent at right angles to the length of 25 mm, the other end has a 50 mm long wavy form. Bent side is placed 50 mm between bricklaying layers of the load bearing wall then insulation material is put on the tie end clamped by ISO clip. Wavy formed end is placed between bricklaying layers of the facing wall.

matErIal:Stainless steel A4.

Kl

PRODUCT CODEKL-4/25/250

Anchor name

Anchor diameter

Anchor length

Product code

Dimensions

D x L

[mm]ISO-CLIP 60 / 3 - 6

ISo ClIp

* with 4 cm ventilation void (recommended)

50 mm

L

25 m

m

KL

CavItY Wall tIES

247 f

mUltI – tie applied during bricklaying

MULTI-…

Anchor diameter D [mm] -Effective embedment depth hnom [mm] 90Minimum substrate thickness hmin [mm] 120Minimum spacing smin [mm] 300Minimum edge distance cmin [mm] 150

InStallatIon data


Product code

Anchor dimensionsSpacing between the walls

Max fixture thickness*

D x L tfix

[mm]MULTI-220 220 80 40MULTI-250 250 110 70MULTI-280 280 140 100MULTI-300 300 160 120MULTI-320 320 180 140

applICatIonS:General anchor for bricking up in thin adhesi-ve-bonded joints and also in standard joints. The flat side of anchor is bricked up to the bearing wall on 90mm length, and the serrated zone isbricked up to face wall on 50mm length.


mUltI

PRODUCT CODEMULTI 250

Anchor name

Anchor length

Product code

Dimensions

D x L

[mm]ISO-CLIP 60 / 3 - 6


L

ISo ClIp

MULTI

CavItY Wall tIES

f 248

KWK – anchor for wooden construction

KWK-…

Anchor diameter D [mm] 4Effective embedment depth hnom [mm] 18Minimum substrate thickness hmin [mm] 18Minimum spacing smin [mm] 300Minimum edge distance cmin [mm] 150

InStallatIon data


Product code

Anchor dimensions Fixture thickness*

D x L tfix tfix, max

[mm]KWK-4/180 4.0 x 180 40** 70***KWK-4/210 4.0 x 210 70** 100***KWK-4/235 4.0 x 235 95** 125***KWK-4/260 4.0 x 260 120** 150***

ISo ClIp

applICatIonS:The anchor is designed to integrate traditional wooden load-bearing walls with insulation material and the facing brick. Theaded zone is screwed into the wood substrateusing an adapter NDK and the wavy formed side of the anchor is bricked up to the facing brick.


adapter ndK

KWK

PRODUCT CODEKWK-4/260

Anchor name Anchor diameter Anchor length

* with 4 cm ventilation void (recommended)** embedment depth 50 mm*** embedment depth 18 mm

L

50 mm 50 mm

Product code

Dimensions

D x L

[mm]ISO-CLIP 60 / 3 - 6

KWK

CavItY Wall tIES

249 f

KrK

nKrK

KWB – anchor for post installation

Anchor type KWB-04/… + KRK-04 KWB-04/… + NKRK

Substrate Concrete, solid brick, silicate brick Aerated concrete, structural clay tile

Anchor diameter d [mm] 4 4Hole diameter d0 [mm] 6 8Minimum hole depth h0 [mm] 45 65Effective embedment depth hnom [mm] 38 60Minimum substrate thickness hmin [mm] 60 80Minimum spacing smin [mm] 300 300Minimum edge distance cmin [mm] 150 150

InStallatIon data

applICatIonS:KWB anchor is used when face wall is installed to existing load bearing wall with expansion plug (KRK or NKRK).

In solid substrate use blue plug (6×38 mm) with 4 mm diameter.

In hollow or lightweight substrate use gray plug (8×60).

Adapter NDW prevents anchor deflection during installation.


KWB

ISo ClIp

Setting tool ndW

PRODUCT CODEKWB-4/250

Anchor name Anchor diameter Anchor length

Product code

Dimensions

D x L

[mm]ISO-CLIP 60 / 3 - 6

L35 mm 50 mm

KWB

CavItY Wall tIES

f 250


SubstrateConcrete

Solid brickAerated concrete

Structural clay tile

Product code

Anchor dimensions Fixture thickness*

D x L tfix

[mm]

KWB-4/160 4.0 x 135 5 -

KWB-4/180 4.0 x 155 15 5

KWB-4/210 4.0 x 185 55 35

KWB-4/250 4.0 x 225 95 75

KWB-4/275 4.0 x 250 120 100

KWB-4/300 4.0 x 275 145 125

KWB-4/350 4.0 x 325 195 175

KWB-4/400 4.0 x 375 245 225


KWB

251 G

roofInG InSUlatIon fIXInGS

Basic information for proper design-ing, realisation and use of roofi ng insulation fi xings

252

GoK + Wo telescopic fi xing for fl at roof fasten-ing. max steel thickness 0.90 mm

256

GoK + WX telescopic fi xing for fl at roof fasten-ing. Steel thickness 0.90 mm to 2×1.25 mm

258

GoK + WBttelescopic fi xing for fl at roof fasten-ing. anchorage in concrete

260

GoK + Wo + K08l040telescopic fi xing for fl at roof fasten-ing. anchorage in concrete

262

GoK + WW telescopic fi xing for fl at roof fasten-ing. anchoring in wooden construc-tions.

264

poK, poW + Wo, WX, WB aluminium washers for fl at roof fas-tening in trapezoid steel sheet

266

poK, poW + WBt, WCS, Wo + K08l040aluminium washers for fl at roof. anchorage in concrete

268

poK, poW + WW aluminium washers for fl at roof fastening. Wooden construction

270


G 252

HYdro- and tHErmo- InSUlatIon fIXInGS for flat roofSKoelner fixing system is the most economical method to ensure a secure and long-term roofing usage.Roofing surfaces, especially on flat roofs, are constantly exposed to wind suction and shear forces, caused by the functioning of

roof elements.various destructive influences can exist on roofing, including:a) wind – so called ‘wind roll’ (suction and shear load)b) sun – alternate heating and cooling of roofing materials (causing tensile load)c) precipitation – influence of water and snow deposits (compressive and shear load)Consequently, it is important to utilise verified, safe fixings for hydro- and thermo- insulation layers.Koelner company has extensive experience in ensuring safe fixing of hydro- and thermo- insulation in many projects domestically

and abroad. High product quality is confirmed by technical approvals and certificates, permitting Koelner products to be used in civil engineering and roofing systems, in which the following parameters were tested:

• staticvaluesobtainedfrompullouttestresults• anticorrosionprotectioninKesternichcyclesaccordingtoDIN50018KFW2,0S• batchidentificationthroughmarkingonproductandpackageingTheguaranteeprovidedbyAllianzinsurancecompanyforallKoelnerroofinginsulationfixingsactsasanindicationoftrustinthe

products produced by our fixing company and approval for their use in professional and responsible activity.Proper roofing insulation fixings installation is a base for safe and durable roof function. Proper roofing realisation can be ensured by the following actions:a) calculation of the optimum quantity of fixingsToo few fixings can be dangerous because of wind suction forces as well as the work experienced by roofing in changeable weather

conditions. Too many fixings can cause excessive perforation and in case of POK and POW fixings causes extensive thermal bridging. The optimum quantity of fixings should be calculated according to wind standard EN 1991-1-4 (Eurocode 1). When the calculation is not pos-sible, quantity can - after consultation with our technical department – be assumed as:

• incornerarea–9pcs/m2

• inedgearea–6pcs/m2

• inmiddlearea–3pcs/m2

according to wind standard DIN 1055.b) seeking recommendations for selection of installation equipment:Please always contact our technical advisors regarding:• screwdrivercouplingsettings• selectionofappropriateinstallationbits

e/10

e/10

e/4e/

2

e/2

e/4

d

b

Według PN-EN 1991-1-4:2005

mniejszy z dwóch:e = b lub 2h

b – wymiar poprzeczny do kierunku wiatruh – wysokość budynku

Rozmieszczenie stref dachu:

środkowa

środkowa

brzegowa

narożna

Strefy dachu

e/10

e/10e/4

e/2

e/2

e/4

d

b

Wed

ług PN

-EN 1991-1-4:2005

mniejszy z dw

óch:e =

b lub 2h

b – wym

iar poprzeczny do kierunku w

iatruh – w

ysokość budynku

Rozmieszczenie stref dachu:

środkowa

środkowa

brzegowa

narożna

Strefy dach

u

roofInG ZonES

ACCORDING TO EN 1991-1-4

Lesser from both: e = min (b or 2h)

b – width in direction facing windh – height of the building

Roofing zones:

Middle area

Internal edge area

External edge area

Corner area


253 G

In general waterproof layers are connected by the overlap method. The examples of the overlap connections are presented on the drawing (according to ETAG 006) but do not show all the possible solutions.

Overlapping connection of the bituminous products is held by sealing with fire burners, while in cases where plastic products are used, the proper method is sealing by hot air or gluing by solvent..

a) Fastenings at seams: Linear individual fastening in area of overlapping at edge of roofing.

b) Non self-sealing fastening in the plane of the roof. Individual fastening, independent of seams, penetrating the roofing and covered with plates or strips of roofing material welded ther-eon

c) Covered fastenings at seams. Linear individual fastening of overlapping edges of roofing with welded-on strips of roofing

d) Fastening at underside. Plates or strips of roofing material or composite sheet metal fixed by means of individual fasten-ings and covered with roof waterproofing bonded or welded thereon

e) Linear fastening bars. Linear fastenings using profiles cov-ered with strips of roofing welded thereon

f) Covered fastenings at seams. Join realized by end to endposition of the membranes fixed on both sides and covered with a welded overlap strip.


G 254

Our long term experience acts as the basis for the design of our computer program, which calculates in detail the minimum quantity as well as type of roofing insulation fixings.

This program takes into account not only the geographical object location (building altitude above sea level, wind velocity at consid-ered area) according to EN 1991-1-4:2005, but also dimensions and shape of roof surface, substrate type and detailed height spacing of insulation layer (roof slope influenced by thermal-insulation layer).

To determine these calculations it is necessary to fill in the design form below:

Example of form::

255

FORM FOR DETERMINATION OF ROOFING INSULATION FIxINGSName of customer:Address:Contact person:Contact telephone:Project name:1. Building location (place or region):2. Terrain characteristic:- sea, coastal area exposed to the open sea- lakes or area with negligible vegetation and without obstacles - area with low vegetation such as grass and isolated obstacles (trees, buildings) with separations of at least 20 obstacle heights- area with regular cover of vegetation or buildings or with isolated obstacles with separations of maximum 20 obstacle heights (such as villages, suburban terrain, permanent forest)- area in which at least 15% of the surface is covered with buildings and their average height exceeds 15 m- height above sea level3. Building characteristics- building’s height:- roof’s length:- roof’s width:- roof’s slope:- general view of the roof (drawing)4. Neighbouring buildings:- is this relevant?- distance from neighbouring building:- height of neighbouring building:- length of neighbouring building:5. Type and thickness of insulation layer, type and thick-ness of old insulation layers, slope (slope, its value and direction insert at drawing):6. Type of substrate:- sheet metal plate, thickness: ≤0.9 mm:- sheet metal plate, thickness: >0.9 mm:- concrete:- thin concrete slab: hollow-core slab, tray slab:- aerated concrete:- wood (or similar):7. Additional remarks:


G 256

GOK +

WO

GoK+Wo – telescopic fixing for flat roof fastening.

PRODUCT CODEGOK-125 + WO-48060

GOK-PLUS-125 + WO-48060

Fixing name

Fixing length

Screw dimensions

Screw name

max steel sheet thickness (0.90 mm)

GoK

GoK-plUS

Wo

BaSE matErIal:steel,trapezoidalsheetsteelmin.0.9mm•

fEatUrES:TELESCOPE: polypropylene or poliamyde impact-resistant and high-strength, heat-resistant to ageingSCREW: carbon steel surface-hardened, micro-thin and leakpoof coating system for corrosion resistance

Possibility of installing fixings for sheet metal to a thickness •of 0.9 mmEliminating the thermal bridge effect •Telescopic fixings prevent damage from the point loads•


257 G

InStallatIon data


Product code Fixing lengthMax fixture

thickness

GOK (GOK-N)

GOK-PLUS-N L tfix

[mm]

GOK-015 (-N) GOK-PLUS-015-N 15 30-280GOK-035 (-N) GOK-PLUS-035-N 35 50-300GOK-065 (-N) GOK-PLUS-065-N 65 80-330GOK-075 (-N) GOK-PLUS-075-N 75 90-340GOK-085 (-N) GOK-PLUS-085-N 85 100-350GOK-095 (-N) GOK-PLUS-095-N 95 110-360GOK-105 (-N) GOK-PLUS-105-N 105 120-370GOK-125 (-N) GOK-PLUS-125-N 125 140-390GOK-135 (-N) GOK-PLUS-135-N 135 150-400GOK-165 (-N) GOK-PLUS-165-N 165 180-430GOK-185 (-N) GOK-PLUS-185-N 185 200-450GOK-225 (-N) GOK-PLUS-225-N 225 240-490GOK-235 (-N) GOK-PLUS-235-N 235 250-500GOK-285 (-N) GOK-PLUS-285-N 285 300-550GOK-325 (-N) GOK-PLUS-325-N 325 340-590GOK-385 (-N) GOK-PLUS-385-N 385 400-650GOK-425 (-N) GOK-PLUS-425-N 425 440-690

Product code

Screw dimensions

D x L

[mm]

W0-48050 4.8x50W0-48060 4.8x60W0-48080 4.8x80W0-48100 4.8x100W0-48120 4.8x120W0-48140 4.8x140W0-48160 4.8x160W0-48180 4.8x180W0-48200 4.8x200W0-48240 4.8x240W0-48300 4.8x300

Substrate Steel sheet min 0.75 mm

Screw diameter d [mm] 4.8Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AEffective embedment depth hef [mm] N / AMinimum substrate thickness hmin [mm] 0.75Minimum spacing smin [mm] 120Minimum edge distance cmin [mm] 30

pErformanCE data


TENSION LOADS

Characteristic resistance NRk,p [kN] 0.97Design resistance γMc = 2* NRd,p [kN] 0.49

* γMc accommodate to national regulations. If unavailable, use γMc = 2

GOK + W

O


G 258

PRODUCT CODEGOK-125 + WX-48060

GOK-PLUS-125 + WX-48060

Fixing name

Fixing length

Screw dimensions

Screw name

50-5

5L

9,5

d

3,2

5

GoK+WX – telescopic fixing for flat roof fastening. Steel sheet thickness (0.75-2.50 mm)

WX

BaSE matErIal:Steel,trapezoidalsheetsteel0.75-2.50mm•


Possibility of installing fixings for sheet metal to a thickness •of 0.9 mmEliminating the thermal bridge effect •Telescopic fixings prevent damage from the point loads•

GoK

GoK-plUS

GOK +

WX

50-5

5L

9,5

d

3,2

5

50-5

5L9,5

d

3,2

5


259 G


Product code

Screw dimensions

d x L

[mm]

WX-48050 4.8x50WX-48060 4.8x60WX-48070 4.8x70WX-48080 4.8x80WX-48100 4.8x100WX-48120 4.8x120WX-48140 4.8x140WX-48160 4.8x160WX-48180 4.8x180WX-48200 4.8x200WX-48240 4.8x240WX-48300 4.8x300

InStallatIon data



pErformanCE data


TENSION LOADS




thickness

GOK (GOK-N)

GOK-PLUS-N L tfix

[mm]


GOK + W

X


G 260

GoK+WBt – telescopic fixing for flat roof fastening. anchorage in concrete

PRODUCT CODEGOK-125 + WBT-61050

GOK-PLUS-125 + WBT-61050

Fixing name

Fixing length

Screw dimensions

Screw name

WBt

BaSE matErIal:Concrete•


Possibility of installing fixings in thin-walled slab.•Eliminating the thermal bridge effect •Telescopic fixings prevent damage from the point loads•

GoK

GoK-plUS

GOK +

WBT


261 G


Product code

Screw dimensions

d x L

[mm]

WBT-61050 6.1 x 50WBT-61075 6.1 x 75WBT-61090 6.1 x 90WBT-61100 6.1 x 100WBT-61120 6.1 x 120WBT-61140 6.1 x 140WBT-61160 6.1 x 160WBT-61180 6.1 x 180WBT-61200 6.1 x 200WBT-61220 6.1 x 220WBT-61240 6.1 x 240WBT-61260 6.1 x 260WBT-61300 6.1 x 300

InStallatIon data

Substrate Concrete

Screw diameter d [mm] 6.1Hole diameter d0 [mm] 5.0Minimum hole depth h0 [mm] 35Min. effective embedment depth hef [mm] 30Minimum substrate thickness hmin [mm] 35Minimum spacing smin [mm] 120Minimum edge distance cmin [mm] 30

pErformanCE data

Substrate Concrete


TENSION LOADS




thickness

GOK (GOK-N)

GOK-PLUS-N L tfix

[mm]


GOK + W

BT


G 262

PRODUCT CODEGOK-105 + K08L040 + WO-48060

GOK-PLUS-105 + K08L040 + WO-48060

Plug name

Plug dimensions

Screw dimensions

Screw name

Fixing name

Fixing length

GoK+Wo+K08l040 – telescopic fi xing for fl at roof fastening. anchorage in concrete.

Wo K08l040


fEatUrES:TELESCOPE: polypropylene or poliamyde impact-resistant and high-strength, heat-resistant to ageingSCREW: carbon steel surface-hardened, micro-thin and leakpoof coating system for corrosion resistancePLUG: polypropylene

Anchoring with expansion plug•Eliminating the thermal bridge eff ect •Telescopic fi xings prevent damage from the point loads•

GoK

GoK-plUS

GOK +

WO

+ K0

8L04

0


263 G

Standard lEnGtH of fIXInGSStandard lEnGtH of fIXInGS

Product code

Screw dimensions

d x L

[mm]

W0-48060 4.8x60W0-48080 4.8x80W0-48100 4.8x100W0-48120 4.8x120W0-48140 4.8x140W0-48160 4.8x160W0-48180 4.8x180W0-48200 4.8x200W0-48240 4.8x240W0-48300 4.8x300

Product code

Plug dimensions

D x L

[mm]

K08L040 8x40

InStallatIon data

Substrate Concrete

Screw diameter d [mm] 4.8Hole diameter d0 [mm] 8.0Minimum hole depth h0 [mm] 50Min. effective embedment depth hef [mm] 40Minimum substrate thickness hmin [mm] 60Minimum spacing smin [mm] 120Minimum edge distance cmin [mm] 30

pErformanCE data

Substrate Concrete


TENSION LOADS




thickness

GOK (GOK-N)

GOK-PLUS-N L tfix

[mm]


anchorage in concrete.

GOK + W

O + K08L040


G 264

PRODUCT CODEGOK-125 + WW-5090

GOK-PLUS-125 + WW-5090

Fixing name

Fixing length

Screw dimensions

Screw name

GoK+WW – telescopic fixing for flat roof fastening. anchoring in wooden constructions.

BaSE matErIal:Timber, plywood, OSB chipboard•


Eliminating the thermal bridge effect •Telescopic fixings prevent damage from the point loads•

WW

GoK

GoK-plUS

GOK +

WW


265 G


Substrate Timber Plywood OSB chipboard


TENSION LOADS*

Characteristic resistance NRk,p [kN] 1.66 1.66 1.52Design resistance γMc = 2* NRd,p [kN] 0.83 0.83 0.76

Product code

Screw dimensions

d x L

[mm]

WW-5055 50 x 55WW-5075 50 x 75WW-5090 50 x 90

WW-50120 50 x 120

InStallatIon data


Screw diameter d [mm] 5.0 5.0 5.0Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AMin. effective embedment depth hef [mm] 24 20 18Minimum substrate thickness hmin [mm] 24 20 18Minimum spacing smin [mm] 120 120 120Minimum edge distance cmin [mm] 30 30 30

pErformanCE data



thickness

GOK (GOK-N)

GOK-PLUS-N L tfix

[mm]


GOK + W

W


G 266

PRODUCT CODEPOW-05-ALZN + WB-48140POK-041-ALZN + WO-48050POW-07-ALZN + WX-48050

Washer name

Washer size

Washer size

Screw name

BaSE matErIal:Steel,trapezoidalsheetsteelmin0.75mm•

fEatUrES:WASHER: POK-041-AlZn – 1.0 mm thickness POW-05-AlZn – 1.0 mm thickness POW-07-AlZn – 0.8 mm thickness SCREW: carbon steel surface-hardened, micro-thin and leakpoof coating system for corrosion resistanceWO - screw with point endWX-screwwithselfdrillingzoneWB-screwwithselfdrillingzoneandsecondthreadunderhead

Possibility of installing fixings for sheet metal to a thickness of •0.9 mm (WO) and 2.5 mm (WX, WB)

poK, poW + Wo, WX, WB – aluminium washers for flat roof fastening in trapezoid steel sheet

poW-07 Wo

WX

WB

poK-041

POK,

POW

+ W

O, W

X, W

B

50-5

5L

9,5

d

3,2

5

50-5

5L

9,5

d

3,2

5

50-5

5L

9,5

d

3,2

5

8,0

11

3,2

4

13,5

4,8

4,8

80-2

20

5,3 8,0

11

3,2

4

13,5

4,8

4,8

80-2

20

5,3


267 G

InStallatIon data


Product codeFixing length

L

WO WX WB [mm]

WO-48050 WX-48050 - 4,8 x 50WO-48060 WX-48060 - 4,8 x 60

- WX-48070 - 4.8 x 70WO-48080 WX-48080 - 4,8 x 80WO-48100 WX-48100 WB-48100 4,8 x 100WO-48120 WX-48120 WB-48120 4,8 x 120WO-48140 WX-48140 WB-48140 4,8 x 140WO-48160 WX-48160 WB-48160 4,8 x 160

- - WB-48170 4,8 x 170WO-48180 WX-48180 WB-48180 4,8 x 180WO-48200 WX-48200 WB-48200 4,8 x 200

- - WB-48220 4,8 x 220WO-48240 WX-48240 - 4,8 x 240WO-48300 WX-48300 - 4,8 x 300

Product codeWashersize Washer hole diameter

[mm]

POK-041 Φ40 6.5POW-05 40 x 82 5.0POW-07 40 x 82 6.5



pErformanCE data


Fixing type

POW-05-AlZnPOW-07-AlZnPOK-041-AlZn

POK-041-AlZnPOW-…

WO WX WB

TENSION LOADS

Characteristic resistance NRk,p [kN] 0.97 0.89 0.88Design resistance γMc = 2* NRd,p [kN] 0.49 0.45 0.44

POK, POW +

WO, W

X, WB


G 268

POK,

POW

+ W

BT, W

CS,

WO

+ K0

8L04

0


fEatUrES:WASHER: POK-041-AlZn – 1.0 mm thickness POW-05-AlZn – 1.0 mm thickness POW-07-AlZn – 0.8 mm thickness SCREW: carbon steel surface-hardened, micro-thin and leakpoof coating system for corrosion resistance

WBT – screw for concrete•WCS – screw for concrete•WO – screw with end point•Anchoring with expansion plug (WO)•

PRODUCT CODEPOK-041-ALZN + WBT-61120POW-07-ALZN + WCS-63028

POW-05-ALZN + K08L040 + WO-48060

Plug name

Plug dimensions

Screw dimensions

Screw name

Washer name

Washer size

poK, poW + WBt, WCS, Wo + K08l040 – aluminium washers for flat roof. anchorage in concrete

poW-07

Wo

WCS

K08l040

poK-041

WBt


269 G

InStallatIon data



[mm]

POK-041 Φ40 6.5POW-05 40 x 82 5.0POW-07 40 x 82 6.5

pErformanCE data


Fixing typePOK-041 POW-07 POK-041 POW-07

POK-041 POW-…

WBT WCS WO + K08L040Effective embedment depth hef [mm] 30 30 40

TENSION LOADS

Characteristic resistance NRk,p [kN] 3.84 4.09 3.84 4.71 1.97Design resistance γMc = 2* NRd,p [kN] 1.92 2.05 1.92 2.36 0.99

Product code

Screwsize

d x L

[mm]

WCS-63028 6.3 x 028WCS-63035 6.3 x 035WCS-63045 6.3 x 045WCS-63080 6.3 x 080WCS-63100 6.3 x 100WCS-63130 6.3 x 130WCS-63150 6.3 x 150WCS-63180 6.3 x 180WCS-63230 6.3 x 230WBT-61050 6.1 x 50WBT-61075 6.1 x 75WBT-61090 6.1 x 90WBT-61100 6.1 x 100WBT-61120 6.1 x 120WBT-61140 6.1 x 140WBT-61160 6.1 x 160WBT-61180 6.1 x 180WBT-61200 6.1 x 200WBT-61220 6.1 x 220WBT-61240 6.1 x 240WBT-61260 6.1 x 260WBT-61300 6.1 x 300

Product code

Screwsize

d x L

[mm]

W0-48050 4.8x50W0-48060 4.8x60W0-48080 4.8x80W0-48100 4.8x100W0-48120 4.8x120W0-48140 4.8x140W0-48160 4.8x160W0-48180 4.8x180W0-48200 4.8x200W0-48240 4.8x240W0-48300 4.8x300K08L040 8 x 40

Fixing type WBT WCS WO + K08L040

Screw diameter d [mm] 6.1 6.3 4.8Hole diameter d0 [mm] 5.0 5.0 8.0Minimum hole depth h0 [mm] 35 35 50Min. effective embedment depth hef [mm] 30 30 40Minimum substrate thickness hmin [mm] 35 35 60Minimum spacing smin [mm] 120 120 120Minimum edge distance cmin [mm] 30 30 30

POK, POW +

WBT, W

CS, W

O + K08L040


G 270

BaSE matErIal:Timber, plywood, OSB chipboard•

fEatUrES:WASHER: POK-041-AlZn – 1.0 mm thickness POW-05-AlZn – 1.0 mm thickness POW-07-AlZn – 0.8 mm thickness SCREW: carbon steel surface-hardened, micro-thin and leakpoof coating system for corrosion resistance

PRODUCT CODEPOK-041-ALZN + WW-5045POW-07-ALZN + WW-5045POW-05-ALZN + WW-5045

Washer name

Washer size

Screw dimensions

Screw name

poK, poW + WW – aluminium washers for flat roof fastening. Wooden construction

poW-07

WW

poK-041

POK,

POW

+ W

W


271 G

InStallatIon data


Product code

Screwsize

d x L

[mm]

WW-5055 50 x 55WW-5075 50 x 75WW-5090 50 x 90

WW-50120 50 x 120


Screw diameter d [mm] 5.0 5.0 5.0Hole diameter d0 [mm] N / AMinimum hole depth h0 [mm] N / AMin. effective embedment depth hef [mm] 24 20 18Minimum substrate thickness hmin [mm] 24 20 18Minimum spacing smin [mm] 120 120 120Minimum edge distance cmin [mm] 30 30 30

pErformanCE data

SubstratePOK-041, POW-…

Timber Plywood OSB chipboard

Effective embedment depth hef [mm] 24 20 18TENSION LOADSCharacteristic resistance NRk,p [kN] 2.30 2.12 1.52Design resistance γMc = 2* NRd,p [kN] 1.15 1.06 0.76



[mm]

POK-041-ALZN Φ40 6.5POW-05-ALZN 40 x 82 5.0POW-07-ALZN 40 x 82 6.5

POK, POW +

WW

272

notES

The RAWLPLUG Company has made available calculation and design software EasyFix for any interested designer.This computer program includes heavy duty mechanical and bonded anchors that are in our offer.

EASYFIX

Technical h

andbook

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RAWLPLUG, 11.2010

SWEDENRawl Scandinavia ABBaumansgatan 4S-593 32 VÄSTERVIKTfn: +46 (0) 490-306 60Fax: +46 (0) 490-306 70 e-mail: [email protected]

HUNGARYKoelner Hungária Kft. (Ltd.)Jedlik Ányos u. 342330 Dunaharasztitel.: +36 24 520 400fax: +36 24 520 401fax: +36 24 520 402e-mail: [email protected]

ROMANIAKoelner Romania SRLStr. Drumul intre Tarlale nr 160-174, sector 3,Complex Logistic Apollo Center032992 Bucurestitel.: +40/ 31 22 52 094fax: +40/ 31 22 52 095e-mail: [email protected]

IRELANDRawlplug Ireland Ltd34 Lavery Avenue, Park WestDublin 12tel.: +353(0) 1 625 19 50fax: +353(0) 1 625 19 48e-mail: [email protected]

UNITED KINGDOMRawlplug LtdSkibo DriveThornliebank Industrial EstateGlasgow G46 8JRtel.: +44(0) 141 638 79 61fax: +44(0) 141 638 73 97e-mail: [email protected]

FRANCERAWL FranceZI Mitry-Compans12-14 Rue Marc Seguin77295 Mitry-Mory cedextel.: +33(0)1 60 21 50 20fax: +33(0)1 64 67 19 84e-mail: [email protected]

LITHUANIAKoelner VilniusŽariju g. 202300 Vilniustel.: +37(0) 5 232 48 62fax: +37(0) 698 51342e-mail: [email protected]

UKRAINE79060 Lvivvul. Naukova 3atel./fax: +380 32 244 07 44e-mail: [email protected]

KAZAKHSTANKoelner Kazakhstan LtdAlmaty, KazakhstanAbaya 115tel.: +73 272 731 323

CZECH REPUBLICKoelner CZ s.r.oNad Porubkou 319/24721 00 Ostrava-Svinovtel.: +420 596 636 397fax: +420 596 636 398e-mail: [email protected]

GERMANYKoelner Deutschland GmbHLutherstr. 5473614 SchorndorfTel.: +49(0)7181-977720Fax: +49(0)7181-9777222

RUSSIAKoelner LTD188640 Leningradskaya obl.Vsevolozhsk Gogola st.komunalno-skladskaya zona, kvartal 4tel.: +7(0) 813 706 34 67fax. +7(0) 813 706 34 68e-mail: [email protected]

UNITED ARAB EMIRATESKoelner-Rawlplug Middle East FZEP.O. Box 261024Jebel Ali Free Zone, Dubaitel.: +971 4 8839501fax: +971 4 8839502e-mail: [email protected]

BULGARIAKoelner Bulgaria EOODSofiaPoruchik Nedelcho Boncheu 10tel.: +35(0) 92 973 21 72fax. +35(0) 92 973 29 63e-mail: [email protected]

Republic of South AfricaRawlplug South Africa (Pty) LtdAnderbolt, Boksburg North 146141 Francis Roadtel.:+27 11 894 7147Tel local: 086100RAWLe-mail: [email protected]

POLANDKoelner SAul. Kwidzyńska 6, 51-416 Wrocławtel. + 48(0) 71 32 60 100fax + 48(0) 71 37 26 111e-mail: [email protected]

SWEDEN

UNITED KINGDOM

IRELAND

FRANCE

GERMANY

CZECH REPUBLIC

HUNGARY

REPUBLIC OF SOUTH AFRICA

POLAND

RUSSIA

LITHUANIA

UKRAINE

KAZAKHSTAN

ROMANIA

BULGARIA

UNITED ARAB EMIRATES

©

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