halfen anchor bolt systems - halfen-moment.com · 1 injection system hb-vmz gv 5 zz z zzz 2...

HALFEN ANCHOR BOLT SYSTEMS

CONCRETE

HB 10-E

2

Chemical Anchor Bolt Systems

Injection System - chemicalfor cracked and non-cracked concrete

1. Injection System HB -VMZ GV Zinc plated 5 - 8

2. Injection System HB -VMZ A4/HCR Stainless steel A4 / HCR 9 - 13

Chemical Anchor Boltfor non-cracked concrete

3. Chemical Anchor Bolt HB -V GV/FV Zinc plated / hot-dip galvanized 14 - 16

4. Chemical Anchor Bolt HB -V A4/HCR Stainless steel A4 / HCR 17 - 19

Injection System - chemicalfor non-cracked concrete + masonry

5. Injection System HB -VMU GV/A4 Zinc plated/stainless steel A4 20 - 28

Mechanical Heavy Duty Anchors

Wedge Anchorsfor cracked and non-cracked concrete

6. Wedge Anchor HB -BZ GV Zinc plated 30 - 32

7. Wedge Anchor HB -BZ A4/HCR Stainless steel A4 /HCR 33 - 36

Wedge Anchorsfor non-cracked concrete

8. Wedge Anchor HB -B GV/FV Zinc plated / hot-dip galvanized 37 - 40

9. Wedge Anchor HB -B A4/HCR Stainless steel A4 / HCR 40 - 42

Highload Anchorfor cracked and non-cracked concrete

10. Highload Anchor HB -SZ GV Zinc plated

43 - 45

Drop-in Anchorfor non-cracked concrete

11. Drop-in Anchor HB -E GV/A4/HCR Zinc plated / stainless steel A4 / HCR 46 - 50

Service

12. Fire Resistance Tables52 - 53

13. Load tables, for individual anchors and groups of anchors 54 - 71

Page

Table of contents


All statements in this product range overview are subject to technical change without notice.

© 2010 HALFEN · HB 10 - E ⋅ www.halfen.com

3

European Technical Approval -Option 7

European Technical Approval

(ETA) with CE mark

National approval of the German

Institut für Bautechnik

DIN EN ISO 9001 certification

Factory Mutual (FM), U.S. appro-

val for installations of sprinkler

systems

Equates to VDS regulations for

pipeline fastenings of sprinkler

systems

Material sign for stainless steel

(A4 or HCR quality 1.4529)

Fire resistance tested in accor-

dance with DIN 4102-2, fire

resistance classes F30, F60, F90

and F120

Page

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Non

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Cal

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Chemical Anchor Bolt Systems

1 Injection System HB-VMZ GV 5

2 Injection System HB-VMZ A4 / HCR 9

3 Chemical Anchor Bolt HB-V GV/FV 14

4 Chemical Anchor Bolt HB-V A4 / HCR 17

5 Injection System HB-VMU GV/A4 20

Mechanical Heavy Duty Anchors

6 Wedge Anchor HB-BZ GV 30

7 Wedge Anchor HB-BZ A4 / HCR 33

8 Wedge Anchor HB-B GV/FV 37

9 Wedge Anchor HB-B A4 / HCR 40

10 Highload Anchor HB-SZ GV 43

11 Drop-in Anchor HB-E A4 /GV 46

Europäische Technische Zulassung -Option 7

Overview


© 2010 HALFEN · HB 10 - E · www.halfen.com

4

Fire testetFire testet

Chemical Anchor Bolt SystemsHALFEN ANCHOR BOLTS

Chemical Anchor Bolt HB -VThe classic chemical anchor combines an economic solution with ease of fi tting, thus off ering simple fastenings for non-cracked concrete.→ Page 14 - 19

I f you opt for HALFEN Anchor Bolt Systems, you have a well-

balanced range of products of the highest quality and state-of-the-art technology at your disposal as well as competent advice.

Injection System HB -VMZThe strongest and most versatile anchor can be used at diff erent depths and can therefore carry heavy loads even where the edge distances are small. Can be used for cracked and non-cracked concrete.→ Page 5 - 13

Injection System HB -VMUCan be used in non-cracked concrete, in solid brickwork and in perforated brickwork. This versatile and safe system is easy to fi t – a threaded stud or internally threaded sleeve is injected as anchoring element. → Page 20 - 28

ServiceOur Technical Application department or our Technical Field Service will advise you from the smallest detail to solutions for complete construction projects.

Design software → Page 51

Fire resistance tables → Page 52 - 53

Design aids→ Page 54 - 71


5

Anchor Stud HB -VMZ-A GV Table 1/2

Steel zinc plated; M 8 - M 12

Approved for cracked and non-cracked concrete

Designation Article number Drill holeØ x depth

mm

Setting depth

mm

Max.fixture thickness

tfixmm

Anchor length

mm

Thread

mm

Unit

pieces

Weight per package

kg

HB -VMZ-A 40 M8-15/65 GV 0432.380-00080 10 x 42 41 15 65 M8x22 10 0.30

HB -VMZ-A 50 M8-15/80 GV 0432.380-00027 10 x 55 52 15 80 M8x22 10 0.36

HB -VMZ-A 50 M8-30/95 GV 0432.380-00028 10 x 55 52 30 95 M8x31 10 0.41

HB -VMZ-A 50 M8-45/110 GV 0432.380-00029 10 x 55 52 45 110 M8x31 10 0.47

HB -VMZ-A 60 M10-10/85 GV 0432.380-00030 12 x 65 63 10 85 M10x18 10 0.61

HB -VMZ-A 60 M10-20/95 GV 0432.380-00031 12 x 65 63 20 95 M10x27 10 0.66

HB -VMZ-A 60 M10-30/105 GV 0432.380-00032 12 x 65 63 30 105 M10x27 10 0.72

HB -VMZ-A 60 M10-60/135 GV 0432.380-00033 12 x 65 63 60 135 M10x47 10 0.87

HB -VMZ-A 60 M10-100/175 GV 0432.380-00034 12 x 65 63 100 175 M10x57 10 1.10

HB -VMZ-A 75 M10-20/110 GV 0432.380-00081 12 x 80 78 20 110 M10x27 10 0.75

HB -VMZ-A 70 M12-25/115 GV 0432.380-00082 14 x 75 74 25 115 M12x36 10 1.20

HB -VMZ-A 80 M12-10/110 GV 0432.380-00035 14 x 85 84 10 110 M12x21 10 1.17

HB -VMZ-A 80 M12-25/125 GV 0432.380-00036 14 x 85 84 25 125 M12x36 10 1.28

HB -VMZ-A 80 M12-50/150 GV 0432.380-00037 14 x 85 84 50 150 M12x46 10 1.49

HB -VMZ-A 80 M12-100/200 GV 0432.380-00038 14 x 85 84 100 200 M12x71 10 1.93

HB -VMZ-A 80 M12-125/225 GV 0432.380-00039 14 x 85 84 125 225 M12x71 10 2.17

HB -VMZ-A 80 M12-165/265 GV 0432.380-00040 14 x 85 84 165 265 M12x71 10 2.57

HB -VMZ-A 95 M12-25/140 GV 0432.380-00083 14 x 100 99 25 140 M12x36 10 1.40

HB -VMZ-A 100 M12-25/145 GV 0432.380-00041 14 x 105 104 25 145 M12x36 10 1.46

HB -VMZ-A 100 M12-60/180 GV 0432.380-00042 14 x 105 104 60 180 M12x56 10 1.75

HB -VMZ-A 100 M12-100/220 GV 0432.380-00043 14 x 105 104 100 220 M12x61 10 2.12

HB -VMZ-A 110 M12-25/155 GV 0432.380-00084 14 x 115 114 25 155 M12x36 10 1.55

HB -VMZ-A 125 M12-25/170 GV 0432.380-00085 14 x 130 129 25 170 M12x36 10 1.75

Fire testet

ETA-07/02461

Injection System HB-VMZ zinc plated - for cracked and non-cracked concrete

CHEMICAL ANCHOR BOLT SYSTEMS

Description

The HB -VMZ Injection System consists of an anchor stud with conical expansion elements and a 2-component injection adhesive. This combination makes it possible to transfer heavy loads into the backing structure while maintaining small spacing and edge distances and sealing the drill hole. It thus combines the advantages of chemical anchors and wedge anchors in a fastening system for cracked and non-cracked concrete with technical approval for Europe.Where up to now fasteners were not permitted because the concrete component was not thick enough, it is now possible to use the HB -VMZ Injection System.

Cartridge HB -VMZ 345

Anchor Stud HB -VMZ-A zinc plated steel

Even in wet drill holes it is possible to fit all sizes of anchors without any reduction of load-bearing capacity, from anchor size 100 M12 even in drill holes filled with water. New is also the approval of the HALFEN HB -VMZ Injection System for installation at temperatures down to -5 °C. This system can be installed in nearly all weathers and at any time of year. This very comprehensive product range, which as from now comprises all sizes from M8 to M24, combines optimum size and fixture thickness resulting in considerable cost advantages, parti-cularly in larger projects.

Applications

Anchoring heavy loads in cracked and non-cra-cked concrete inside buildings in dry situations: steel constructions, brackets, railings, frame constructions, cable trays.

Load range: 4,3 kN - 105,7 kNConcrete grade: C20/25 - C50/60


6

Cleaning Brush HB -RB

Accessory for cleaning drill hole

Attachment for power drill

Designation Article number Drill-Ø

mm

Suitable for Unit

piece

Weight per piecekg

HB -RB 10 0433.040-00104 10 HB -VMZ M8 1 0.02

HB -RB 12 0433.040-00105 12 HB -VMZ M10 1 0.02

HB -RB 14 0433.040-00106 14 HB -VMZ M12 1 0.03

HB -RB 18 0433.040-00107 18 HB -VMZ M16 1 0.04

HB -RB 22 0433.040-00108 22 HB -VMZ 115 M20 1 0.05

HB -RB 24 0433.040-00113 24 HB -VMZ M20 1 0.05

HB -RB 26 0433.040-00109 26 HB -VMZ M24 1 0.06

Anchor Stud HB -VMZ-A GV Table 2/2

Steel zinc plated; M 16 - M 24


Designation Article number

Drill holeØ x depth

mm

Setting depth

mm

Max.fixture thickness

tfixmm

Anchor length

mm

Thread

mm

Unit

pieces

Weight per package

kg

HB -VMZ-A 90 M16-30/145 GV 0432.380-00086 18 x 98 94 30 145 M16x44 10 2.20

HB -VMZ-A 105 M16-30/160 GV 0432.380-00087 18 x 113 109 30 160 M16x44 10 2.45

HB -VMZ-A 125 M16-30/180 GV 0432.380-00044 18 x 133 130 30 180 M16x44 10 2.78

HB -VMZ-A 125 M16-60/210 GV 0432.380-00045 18 x 133 130 60 210 M16x55 10 3.60

HB -VMZ-A 125 M16-100/250 GV 0432.380-00046 18 x 133 130 100 250 M16x65 10 4.23

HB -VMZ-A 125 M16-165/315 GV 0432.380-00047 18 x 133 130 165 315 M16x90 10 5.25

HB -VMZ-A 145 M16-30/200 GV 0432.380-00088 18 x 153 150 30 200 M16x44 10 3.70

HB -VMZ-A 115 M20-30/175 GV 0432.380-00089 22 x 120 120 30 175 M20x46 5 2.40

HB -VMZ-A 170 M20-20/225 LG GV 0432.380-00090 24 x 180 180 20 225 M20x41 5 3.40

HB -VMZ-A 170 M20-25/230 GV 0432.380-00049 24 x 180 180 25 230 M20x33 5 3.52

HB -VMZ-A 170 M20-50/255 GV 0432.380-00050 24 x 180 180 50 255 M20x46 5 3.83

HB -VMZ-A 170 M20-100/305 GV 0432.380-00051 24 x 180 180 100 305 M20x71 5 4.46

HB -VMZ-A 190 M20-50/275 GV 0432.380-00091 24 x 200 200 50 275 M20x46 5 4.20

HB -VMZ-A 200 M24-50/290 LG GV 0432.380-00092 26 x 215 212 50 290 M24x75 5 5.11

HB -VMZ-A 200 M24-50/290 GV 0432.380-00052 26 x 215 212 50 290 M24x50 5 5.11

HB -VMZ-A 200 M24-100/340 GV 0432.380-00053 26 x 215 212 100 340 M24x75 5 6.01

HB -VMZ-A 225 M24-50/315 GV 0432.380-00093 26 x 240 237 50 315 M24x50 5 6.50

Injection System HB -VMZ / Mixing Nozzle

Designation Article number Content

ml

Content of master

box cartridges

Weight per master box

kg

Weight per piecekg

Cartridge HB -VMZ 345 0433.040-00102 345 12 4.20 0.34

Mixing Nozzle HB -VM-X 0433.040-00039 - 12 0.12 0.01

Mixer Extension HB -VM-XE 0433.040-00076 - - - 0.01

Brush Gauge HB -VM-BL 0433.040-00103 - - - 0.02

Installation Wedge HB -VMZ-MK 0433.040-00116 - - - 0.01

Air gun / Blow-out Pump


0433.040-

Suitable for drill hole Ø

mm

Unit

piece

Weight per

piecekg

HB-VM-AP 360 -00110 10-35 1 0.27

HB-VM-ABP -00111 22-26 1 1.00

HB-VM-ABP HB-VM-AP


Dispenser HB -VM-P


0433.040-

Weight per piece kg

Dispenser HB-VM-P 345 -00077 0.87

Dispenser HB-VM-P 345 Profi -00078 1.20

The dispenser is also suitable for conventional silicone cartridges.

HB-VM-P

2-component adhesive, styrene free



One mixing nozzle is included with each cartridge Possible number of drill holes per cartridge , → p. 7 and 8 Single cartridges can also be supplied.

Version LG with thread to the surface of the concrete Further dimensions and thread lengths on request.


7

Extract from Admissible Service Conditions of ETA-07/0246 (M 8 - M 12) Table 1/2

Loads and performance data Injection System HB -VMZ

40 M

8

50 M

8

60 M

10

75 M

10

70 M

12

80 M

12

95 M

12

100

M 1

2

110

M 1

2

125

M 1

2

cracked concreteC20/25 App. N [kN] 4.3 6.1 8.0 11.1 10.0 12.3 15.9 17.1 19.8 24.0

C25/30 App. N [kN] 4.8 6.7 8.8 11.9 11.0 13.5 17.5 18.9 21.8 26.4

Approved loads, tension C30/37 App. N [kN] 5.3 7.4 9.7 11.9 12.2 15.0 19.4 20.9 24.1 27.1

C40/50 App. N [kN] 6.1 8.5 11.2 11.9 14.2 17.3 22.4 24.2 27.1 27.1

C50/60 App. N [kN] 6.7 8.6 11.9 11.9 15.6 19.0 24.6 26.6 27.1 27.1

non-cracked concrete


C25/30 App. N [kN] 4.7 8.6 11.9 11.9 15.5 18.9 21.0 26.4 26.2 26.2


C40/50 App. N [kN] 6.0 8.6 11.9 11.9 19.8 24.2 25.7 27.1 27.1 27.1

C50/60 App. N [kN] 6.6 8.6 11.9 11.9 21.8 25.7 25.7 27.1 27.1 27.1

cracked and non-cracked concreteApproved loads, shear C20/25 App. V [kN] 8.0 8.0 12.0 12.0 19.4 19.4 19.4 19.4 19.4 19.4

Approved loads, shear Version LG C20/25 App. V [kN] 8.0 8.0 12.0 12.0 19.4 19.4 19.4 19.4 19.4 19.4

Approved bending moment App. M [Nm] 17.1 17.1 34.3 34.3 60.0 60.0 60.0 60.0 60.0 60.0

Spacing and edge distancesEffective anchorage depth hef [mm] 40 50 60 75 70 80 95 100 110 125

Characteristic spacing scr,N [mm] 120 150 180 225 210 240 285 300 330 375

Characteristic edge distance ccr,N [mm] 60 75 90 112.5 105 120 142.5 150 165 187.5

Standard thickness of building component - cracked concreteMinimum thickness of building component hmin [mm] 100 100 120 150 140 160 190 200 220 250

Minimum spacing/for egde distance c smin / c [mm] 40/40 40/40 50/55 50/55 55/90 55/80 55/80 55/80 55/80 55/80

Minimum edge distance/for spacing s cmin / s [mm] 40/40 40/40 50/55 50/55 55/90 55/80 55/80 55/80 55/80 55/80

Reduced thickness of building component - cracked concreteMinimum thickness of building component hmin, red [mm] 80 80 100 100 100 110 130 130 140 160



Installation parametersDrill hole diameter do [mm] 10 10 12 12 14 14 14 14 14 14

Diameter of clearance hole in the fixture df [mm] 9 9 12 12 14 14 14 14 14 14

Depth of drill hole ho [mm] 42 55 65 80 75 85 100 105 115 130

Installation torque Tinst [Nm] 10 10 20 20 40 40 40 40 40 40

Width across nut SW [mm] 13 13 17 17 19 19 19 19 19 19

Drill hole fill quantity, scale on cartridge [mm] 2 3 4 4 4 5 6 6 6 6Adhesive required per drill hole [ml] 3.4 4.1 6.1 7.0 6.8 8.6 9.0 9.2 9.4 9.6

Drill holes per cartridges VMZ 345 [piece] 88 73 49 43 44 34 33 32 32 31

Processing and curing timesTemperature (°C)in the drill hole

Processing time Curing time

dry concrete damp concrete

Minutes Minutes Minutes≥ +40 °C 1.4 15 30≥ +35 °C 2 20 40≥ +30 °C 4 25 50≥ +20 °C 6 45 90≥ +10 °C 12 80 160≥ +5 °C 20 120 240≥ 0 °C 45 180 360≥ -5 °C 90 330 660

M

h0

Tinst

d0

hef

≥ hmin

tfi x

ETA-07/02461


Ask for our easy to operate design software on CD-ROM or download from www.halfen.com

Extract from Admissible Service Conditions of ETA-07/0246 (M 8 - M 12)Approved loads for anchors without influence of spacing and edge distance.Total safety factor as per ETAG included (γM and γF)



8


Loads and performance data Injection System HB -VMZ

90 M

16

105

M16

125

M 1

6

145

M 1

6

115

M 2

0

170

M 2

017

0 M

20

LG

190

M 2

019

0 M

20

LG

200

M 2

420

0 M

24

LG

225

M 2

422

5 M

24

LG

cracked concrete

Approved loads, tension C20/25 App. N [kN] 14.6 18.4 24.0 29.9 21.1 38.0 44.9 48.5 57.9

C25/30 App. N [kN] 16.1 20.3 26.4 32.9 23.3 41.8 49.4 53.3 63.6

C30/37 App. N [kN] 17.9 22.5 29.2 36.5 25.8 46.4 54.8 59.2 70.6

C40/50 App. N [kN] 20.6 26.0 33.8 42.2 29.8 53.6 63.3 68.4 81.6

C50/60 App. N [kN] 22.7 28.8 37.1 46.4 32.8 58.9 69.6 75.2 89.7


Approved loads, tension C20/25 App. N [kN] 20.5 25.8 33.5 35.7 29.6 53.2 62.9 67.9 81.0

C25/30 App. N [kN] 22.5 28.4 36.9 39.3 32.6 58.5 69.1 74.7 89.1

C30/37 App. N [kN] 25.0 31.5 40.9 43.6 36.1 64.9 76.7 82.8 98.8

C40/50 App. N [kN] 28.9 36.4 47.3 50.4 41.7 75.0 88.6 95.7 105.7

C50/60 App. N [kN] 31.8 40.0 52.0 52.9 45.9 82.5 89.5 105.2 105.7

cracked and non-cracked concreteApproved loads, shear C20/25 App. V [kN] 29.3 36.0 36.0 36.0 35.7 76.0 85.1 97.0 101.7

Approved loads, shear Version LG C20/25 App. V [kN] 29.3 36.0 36.0 36.0 35.7 56.0 56.0 80.6 80.6

Approved bending moment App. M [Nm] 152.0 152.0 152.0 152.0 200.0 296.6 296.6 512.0 512.0

Spacing and edge distancesEffective anchorage depth hef [mm] 90 105 125 145 115 170 190 200 225

Characteristic spacing scr.N [mm] 270 315 375 435 345 510 570 600 675

Characteristic edge distance ccr.N [mm] 135 157.5 187.5 217.5 172.5 255 285 300 337.5

Standard thickness of building component - cracked concreteMinimum thickness of building component hmin [mm] 180 200 250 290 230 340 380 400 450

Minimum spacing/for egde distance c smin / c [mm] 70/120 70/120 70/90 70/90 80/80 90/90 90/90 100/100 100/100

Minimum edge distance/for spacing s cmin / s [mm] 70/130 70/130 70/110 70/110 80/80 90/90 90/90 100/100 100/100

Reduced thickness of building component - cracked concreteMinimum thickness of building component hmin. red [mm] 130 150 160 180 160 220 240 260 290



Installation parametersDrill hole diameter do [mm] 18 18 18 18 22 24 24 26 26

Diameter of clearance hole in the fixture df [mm] 18 18 18 18 22 24 (22) 24 (22) 26 26

Depth of drill hole ho [mm] 98 113 133 153 120 180 200 215 240

Installation torque Tinst [Nm] 60 60 60 60 80 80 80 120 120

Width across nut SW [mm] 24 24 24 24 30 30 30 36 36

Drill hole fill quantity, scale on cartridge [mm] 7 8 9 9 12 17 19 21 23Adhesive required per drill hole [ml] 11.1 12.6 14.5 15.8 20.8 30.1 32.2 36.6 41.3

Drill holes per cartridges VMZ 345 [piece] 27 23 20 19 14 10 9 8 7

s

cc

h

s

45min

+20 °C

Nm

90°

ETA-07/02461


Values in brackets apply to version LG. Approved values for the temperature range -40°C to +120°C see ETA 07/0246.Ask for our easy to operate design software on CD-ROM or download from www.halfen.com.

Extract from Admissible Service Conditions of ETA-07/0246 (M 16 - M 24)Approved loads for anchors without influence of spacing and edge distance in the temperature range -40°C to +80°C .Total safety factor as per ETAG included (γM and γF)


Installation

Spacing and edge distance:


9

Anchor stud HB -VMZ-A A4 Table 1/2

Stainless steel A4; M 8 - M 12



mm

Setting depthmm

Max.fixture thickness tfix

mm

Anchor lengthmm

Thread

mm

Unit

piece

Weight per package

kg

HB -VMZ-A 40 M8-15/65 A4 0432.380-00060 10 x 42 41 15 65 M8x22 10 0.30HB -VMZ-A 50 M8-15/80 A4 0432.380-00001 10 x 55 52 15 80 M8x22 10 0.36HB -VMZ-A 50 M8-30/95 A4 0432.380-00002 10 x 55 52 30 95 M8x31 10 0.41HB -VMZ-A 50 M8-45/110 A4 0432.380-00003 10 x 55 52 45 110 M8x31 10 0.47HB -VMZ-A 60 M10-10/85 A4 0432.380-00004 12 x 65 63 10 85 M10x18 10 0.61HB -VMZ-A 60 M10-20/95 A4 0432.380-00005 12 x 65 63 20 95 M10x27 10 0.66HB -VMZ-A 60 M10-30/105 A4 0432.380-00006 12 x 65 63 30 105 M10x27 10 0.72HB -VMZ-A 60 M10-60/135 A4 0432.380-00007 12 x 65 63 60 135 M10x47 10 0.87HB -VMZ-A 60 M10-100/175 A4 0432.380-00008 12 x 65 63 100 175 M10x57 10 1.10HB -VMZ-A 75 M10-20/110 A4 0432.380-00061 12 x 80 78 20 110 M10x27 10 0.75HB -VMZ-A 75 M10-40/130 A4 0432.380-00094 12 x 80 78 40 130 M10x47 10 0.86HB -VMZ-A 70 M12-25/115 A4 0432.380-00062 14 x 75 74 25 115 M12x36 10 1.20HB -VMZ-A 70 M12-40/130 A4 0432.380-00095 14 x 75 74 40 130 M12x36 10 1.33HB -VMZ-A 80 M12-10/110 A4 0432.380-00009 14 x 85 84 10 110 M12x21 10 1.17HB -VMZ-A 80 M12-25/125 A4 0432.380-00010 14 x 85 84 25 125 M12x36 10 1.28HB -VMZ-A 80 M12-50/150 A4 0432.380-00011 14 x 85 84 50 150 M12x46 10 1.49HB -VMZ-A 80 M12-60/160 A4 0432.380-00096 14 x 85 84 60 160 M12x56 10 1.56HB -VMZ-A 80 M12-100/200 A4 0432.380-00012 14 x 85 84 100 200 M12x71 10 1.93HB -VMZ-A 80 M12-125/225 A4 0432.380-00013 14 x 85 84 125 225 M12x71 10 2.17HB -VMZ-A 80 M12-165/265 A4 0432.380-00014 14 x 85 84 165 265 M12x71 10 2.57HB -VMZ-A 95 M12-25/140 A4 0432.380-00063 14 x 100 99 25 140 M12x36 10 1.40HB -VMZ-A 100 M12-25/145 A4 0432.380-00015 14 x 105 104 25 145 M12x36 10 1.46HB -VMZ-A 100 M12-60/180 A4 0432.380-00016 14 x 105 104 60 180 M12x56 10 1.75HB -VMZ-A 100 M12-100/220 A4 0432.380-00017 14 x 105 104 100 220 M12x61 10 2.12HB -VMZ-A 110 M12-25/155 A4 0432.380-00064 14 x 115 114 25 155 M12x36 10 1.55HB -VMZ-A 125 M12-25/170 A4 0432.380-00065 14 x 130 129 25 170 M12x36 10 1.75HB -VMZ-A 125 M12-60/205 A4 0432.380-00097 14 x 130 129 60 205 M12x56 10 2.11

Suitable for fixing HALFEN Support Brackets.=

Preference anchor, HALFEN applications=

Fire testetETA-07/02561

Injection System HB-VMZ A4 - for cracked and non-cracked concrete



Anchor Stud HB -VMZ-A A4

Description

The HB -VMZ Injection System consists of an anchor stud with conical expansion elements and a 2-component injection adhesive. This combination makes it possible to transfer heavy loads into the backing structure while maintaining small spacing and edge distances and sealing the drill hole. It thus combines the advantages of chemical anchors and wedge anchors in a fastening system for cracked and non-cracked concrete with technical approval for Europe. Where up to now fasteners were not permitted because the concrete component was not thick enough, it is now possible to use the HB -VMZ Injection System. Even in wet drill holes it is possible to fit all sizes of anchors without any reduction of load bearing capacity, from anchor size 100 M12 even in drill holes filled with water. New is also the approval of the HALFEN HB -VMZ Injection System for

installation at temperatures down to -5 °C.Consequently, this system can be installed innearly all weathers and at any time of year.This very comprehensive product range, whichas from now comprises twelve new sizes fromM8 to M24, combines optimum size andfixture thickness, resulting in considerable costadvantages, particularly in larger projects.

Applications

Anchoring heavy loads in cracked and non-cracked concrete inside buildings and in theopen or in damp rooms without aggressiveconditions. Steel constructions, brackets,railings, façade constructions, bracket anchors,cable trays, fastenings for bridge railings inaccordance with specification drawingGEL 14 (HB -VMZ 70 M12-40/130 A4)and GEL 33 (HB -VMZ 90 M16-60/175 A4).



10

Anchor stud HB -VMZ-A A4 Table 2/2

Stainless steel A4; M 16 - M 24



mm

Setting depth

mm

Max.fixture thickness tfix

mm

Anchorlength

mm

Thread

mm

Unit

piece

Weight per package

kg

HB -VMZ-A 90 M16-30/145 A4 0432.380-00066 18 x 98 94 30 145 M16x44 10 2.20

HB -VMZ-A 90 M16-45/160 A4 0432.380-00067 18 x 98 94 45 160 M16x44 10 2.78

HB -VMZ-A 90 M16-60/175 A4 0432.380-00098 18 x 98 94 60 190 M16x50 10 3.08

HB -VMZ-A 105 M16-30/160 A4 0432.380-00068 18 x 113 109 30 160 M16x44 10 2.45

HB -VMZ-A 105 M16-60/190 A4 0432.380-00099 18 x 113 109 60 190 M16x50 10 2.90

HB -VMZ-A 125 M16-30/180 A4 0432.380-00018 18 x 133 130 30 180 M16x44 10 2.78

HB -VMZ-A 125 M16-60/210 A4 0432.380-00019 18 x 133 130 60 210 M16x55 10 3.60

HB -VMZ-A 125 M16-100/250 A4 0432.380-00020 18 x 133 130 100 250 M16x65 10 4.23

HB -VMZ-A 125 M16-165/315 A4 0432.380-00021 18 x 133 130 165 315 M16x90 10 5.25

HB -VMZ-A 145 M16-30/200 A4 0432.380-00069 18 x 153 150 30 200 M16x44 10 3.70

HB -VMZ-A 115 M20-30/175 A4 0432.380-00070 22 x 120 120 30 175 M20x46 5 2.40

HB -VMZ-A 170 M20-20/225 LG A4 0432.380-00071 24 x 180 180 20 225 M20x41 5 3.40

HB -VMZ-A 170 M20-25/230 A4 0432.380-00022 24 x 180 180 25 230 M20x33 5 3.52

HB -VMZ-A 170 M20-50/255 A4 0432.380-00023 24 x 180 180 50 255 M20x46 5 3.83

HB -VMZ-A 170 M20-100/305 A4 0432.380-00024 24 x 180 180 100 305 M20x71 5 4.46

HB -VMZ-A 190 M20-50/275 A4 0432.380-00072 24 x 200 200 50 275 M20x46 5 4.20

HB -VMZ-A 200 M24-50/290 LG A4 0432.380-00073 26 x 215 212 50 290 M24x75 5 5.11

HB -VMZ-A 200 M24-50/290 A4 0432.380-00025 26 x 215 212 50 290 M24x50 5 5.11

HB -VMZ-A 200 M24-100/340 A4 0432.380-00026 26 x 215 212 100 340 M24x75 5 6.01

HB -VMZ-A 225 M24-50/315 A4 0432.380-00074 26 x 240 237 50 315 M24x50 5 6.50





0433.040-

Drill-Ø

mm

Suitable for Unit

piece

Weight per piecekg

HB -RB 10 -00104 10 HB -VMZ M8 1 0.02

HB -RB 12 -00105 12 HB -VMZ M10 1 0.02

HB -RB 14 -00106 14 HB -VMZ M12 1 0.03

HB -RB 18 -00107 18 HB -VMZ M16 1 0.04

HB -RB 22 -00108 22 HB -VMZ 115 M20 1 0.05

HB -RB 24 -00113 24 HB -VMZ M20 1 0.05

HB -RB 26 -00109 26 HB -VMZ M24 1 0.06

Dispenser HB -VM-P


0433.040-

Weight per piece kg



Dispenser is also suitable for conventional silicone cartridges.

Air gun / Blow-out Pump


0433.040-

Suitable for holes

Ømm

Unit

piece

Weight per

piecekg

HB-VM-AP 360 -00110 10-35 1 0.27

HB-VM-ABP -00111 22 - 26 1 1.00

HB-VM-ABP HB-VM-AP


Injection System HB -VMZ / Mixing Nozzle

Designation Article number Content

ml

Content of master

box cartridges


kg

Weight per piecekg

Cartridge HB -VMZ 345 0433.040-00102 345 12 4.20 0.34

Mixing Nozzle HB -VM-X 0433.040-00039 - 12 0.12 0.01

Mixer Extension HB -VM-XE 0433.040.00076 - - - 0.01

Brush gauge HB -VM-BL 0433.040.00103 - - - 0.02

Installation Wedge HB -VMZ-MK 0433.040-00116 - - - 0.01

2-component adhesive, styrene free

Suitable for fixing HALFEN Support Brackets.=




Version LG with thread to the surface of the concrete. Further dimensions and thread lengths on request.

One mixing nozzle is included with each cartridge Possible number of drill holes per cartridge, → p. 11 and 12

Single cartridges can also be supplied.

HB-VM-P


11


Loads and performance data Injection System HB -VMZ A4

40 M

8

50 M

8

60 M

10

75 M

10

70 M

12

80 M

12

95 M

12

100

M 1

2

110

M 1

2

125

M 1

2

cracked concrete

Approved loads, tension

C20/25 App. N [kN] 4.3 6.1 8.0 11.1 10.0 12.3 15.9 17.1 19.8 24.0

C25/30 App. N [kN] 4.8 6.7 8.8 11.9 11.0 13.5 17.5 18.9 21.8 26.4

C30/37 App. N [kN] 5.3 7.4 9.7 11.9 12.2 15.0 19.4 20.9 24.1 27.1

C40/50 App. N [kN] 6.1 8.5 11.2 11.9 14.2 17.3 22.4 24.2 27.1 27.1

C50/60 App. N [kN] 6.7 8.6 11.9 11.9 15.6 19.0 24.6 26.6 27.1 27.1



C20/25 App. N [kN] 4.3 8.5 11.2 11.9 14.1 17.2 19.0 24.0 23.8 23.8

C25/30 App. N [kN] 4.7 8.6 11.9 11.9 15.5 18.9 21.0 26.4 26.2 26.2

C30/37 App. N [kN] 5.2 8.6 11.9 11.9 17.1 21.0 23.2 27.1 27.1 27.1

C40/50 App. N [kN] 6.0 8.6 11.9 11.9 19.8 24.2 25.7 27.1 27.1 27.1

C50/60 App. N [kN] 6.6 8.6 11.9 11.9 21.8 25.7 25.7 27.1 27.1 27.1

cracked and non-cracked concreteApproved loads, shear C20/25 App. V [kN] 8.6 8.6 13.1 13.1 19.4 19.4 19.4 19.4 19.4 19.4

Approved loads, shear Version LG C20/25 App. V [kN] 8.6 8.6 13.1 13.1 19.4 19.4 19.4 19.4 19.4 19.4

Approved bending moment App. M [Nm] 17.1 17.1 34.3 34.3 60.0 60.0 60.0 60.0 60.0 60.0

Spacing and edge distancesEffective anchorage depth hef [mm] 40 50 60 75 70 80 95 100 110 125

Characteristic spacing scr,N [mm] 120 150 180 225 210 240 285 300 330 375

Characteristic edge distance ccr,N [mm] 60 75 90 112.5 105 120 142.5 150 165 187.5

Standard thickness of building component - cracked concreteMinimum thickness of building component hmin [mm] 100 100 120 150 140 160 190 200 220 250



Reduced thickness of building component - cracked concreteMinimum thickness of building component hmin, red [mm] 80 80 100 100 100 110 130 130 140 160



Installation parametersDrill hole diameter do [mm] 10 10 12 12 14 14 14 14 14 14

Diameter of clearance hole in the fixture df [mm] 9 9 12 12 14 14 14 14 14 14

Depth of drill hole ho [mm] 42 55 65 80 75 85 100 105 115 130


Width across nut SW [mm] 13 13 17 17 19 19 19 19 19 19

Drill hole fill quantity, scale on cartridge [mm] 2 3 4 4 4 5 6 6 6 6Adhesive required per drill hole [ml] 3.4 4.1 6.1 7.0 6.8 8.6 9.0 9.2 9.4 9.6

Drill holes per cartridges VMZ 345 [piece] 88 73 49 43 44 34 33 32 32 31

45min

+20 °C

Nm

90°

ETA-07/02561



Extract from Admissible Service Conditions of ETA-07/0256 (M 8 - M 12)Approved loads for anchors without influence of spacing and edge distance.Total safety factor as per ETAG included (γM and γF)

Installation



12


Loads and performance data Injection System HB -VMZ A4

90 M

16

105

M16

125

M 1

6

145

M 1

6

115

M 2

0

170

M 2

017

0 M

20

LG

190

M 2

019

0 M

20

LG

200

M 2

420

0 M

24

LG

225

M 2

422

5 M

24

LG

cracked concrete


C20/25 App. N [kN] 14.6 18.4 24.0 29.9 21.1 38.0 44.9 48.5 57.9

C25/30 App. N [kN] 16.1 20.3 26.4 32.9 23.3 41.8 49.4 53.3 63.6

C30/37 App. N [kN] 17.9 22.5 29.2 36.5 25.8 46.4 54.8 59.2 70.6

C40/50 App. N [kN] 20.6 26.0 33.8 42.2 29.8 53.6 63.3 68.4 81.6

C50/60 App. N [kN] 22.7 28.6 37.1 46.4 32.8 58.9 69.6 75.2 89.7



C20/25 App. N [kN] 20.5 25.8 33.5 35.7 29.6 53.2 62.9 67.9 81.0

C25/30 App. N [kN] 22.5 28.4 36.9 39.3 32.6 58.5 69.1 74.7 89.1

C30/37 App. N [kN] 25.0 31.5 40.9 43.6 36.1 64.9 76.7 82.8 92.4

C40/50 App. N [kN] 28.9 36.4 47.3 50.4 41.7 75.0 78.6 92.4 92.4

C50/60 App. N [kN] 31.8 40.0 52.0 52.9 45.9 78.6 78.6 92.4 92.4

cracked and non-cracked concreteApproved loads, shear C20/25 App. V [kN] 29.3 36.0 36.0 36.0 42.3 74.9 74.9 89.1 89.1

Approved loads, shear Version LG C20/25 App. V [kN] 29.3 36.0 36.0 36.0 42.3 49.1 49.1 70.3 70.3

Approved bending moment App. M [Nm] 152.0 152.0 152.0 152.0 231.6 259.4 259.4 448.0 448.0

Spacing and edge distancesEffective anchorage depth hef [mm] 90 105 125 145 115 170 190 200 225

Characteristic spacing scr,N [mm] 270 315 375 435 345 510 570 600 675

Characteristic edge distance ccr,N [mm] 135 157.5 187.5 217.5 172.5 255 285 300 337.5

Standard thickness of building component - cracked concreteMinimum thickness of building component hmin [mm] 180 200 250 290 230 340 380 400 450



Reduced thickness of building component - cracked concreteMinimum thickness of building component hmin, red [mm] 130 150 160 180 160 220 240 260 290



Installation parametersDrill hole diameter do [mm] 18 18 18 18 22 24 24 26 26

Diameter of clearance hole in the fixture df [mm] 18 18 18 18 22 24 (22) 24 (22) 26 26

Depth of drill hole ho [mm] 98 113 133 153 120 180 200 215 240

Installation torque Tinst [Nm] 60 60 60 60 80 80 80 120 120

Width across nut SW [mm] 24 24 24 24 30 30 30 36 36

Drill hole fill quantity, scale on cartridge [mm] 7 8 9 9 12 17 19 21 23Adhesive required per drill hole [ml] 11.1 12.6 14.5 15.8 20.8 30.1 32.2 36.6 41.3

Drill holes per cartridges VMZ 345 [piece] 27 23 20 19 14 10 9 8 7




Minutes Minutes Minutes≥ +40 °C 1,4 15 30≥ +35 °C 2 20 40≥ +30 °C 4 25 50≥ +20 °C 6 45 90≥ +10 °C 12 80 160≥ +5 °C 20 120 240≥ 0 °C 45 180 360≥ -5 °C 90 330 660

Md0

h0

≥ hmin

heftfi x

Tinst

ETA-07/02561


Values in brackets apply to version LG. For approved values for the temperature range -40°C to +120°C see ETA 07/0256.Ask for our easy to operate design software on CD-ROM or download from www.halfen.com

Extract from Admissible Service Conditions of ETA-07/0256 (M 16 - M 24)Approved loads for anchors without influence of spacing and edge distance in the temperature range -40°C to +80° .Total safety factor as per ETAG included (γM and γF)



13

Anchor Stud HB -VMZ-A HCR

High corrosion resistant stainless steel, grade 1.4529


Injection System HB -VMZ

2-component adhesive, styrene-free


Fire testet

45min

+20 °C

Nm

90°

Injection System HB-VMZ HCR - for cracked and non-cracked concrete (on request)



Anchor Stud HB -VMZ-A HCR (on request)

Description

The HB -VMZ Injection System consists of ananchor stud with conical expansion elementsand a 2-component injection adhesive. Thiscombination makes it possible to transferheavy loads into the backing structure whilemaintaining small spacing and edge distancesand sealing the drill hole. It thus combines theadvantages of chemical anchors and wedgeanchors in a fastening system for cracked andnon-cracked concrete with technical approvalfor Europe.Where up to now fasteners were not permittedbecause the concrete component was not thickenough, it is now possible to use the HB -VMZInjection System.

Installation

Applications

For anchoring heavy loads in cracked andnon-cracked concrete in damp rooms orparticularly aggressive conditions (continuousimmersion in seawater, exposed to seawaterspray, atmosphere with chlorine content inswimmingpool halls or with extreme chemicalcross-linking, or in road tunnels which areexposed to deicing substances): steel construc-tions, brackets, railings, façade constructions,cable trays, technical tunnel constructionequipment, swimmingpools.


On req

uest

On req

uest

Even in wet drill holes it is possible to fit allsizes of anchors without any reduction of load bearing capacity, from anchor size 100 M12even in drill holes filled with water. New is alsothe approval of the HALFEN HB -VMZ InjectionSystem for installation at temperatures downto -5 °C. Consequently, this system can beinstalled in nearly all weathers and at any timeof year. HCR systems are available on request.


14

Anchor Stud HB -V-A GV

with nut and washer, steel zinc plated

Approved for non-cracked concrete

Designation Articlenumber


mm

Anchorlength

mm

Maximum fixture thickness

tfixmm

Unit

piece

Weight per package

kg

HB -V-A 8-20/110 GV 0430.100-00027 10 x 80 110 20 10 0.43

HB -V-A 8-60/150 GV 0430.100-00028 10 x 80 150 60 10 0.53

HB -V-A 10-15/115 GV 0430.100-00065 12 x 90 115 15 10 0.73

HB -V-A 10-30/130 GV 0430.100-00029 12 x 90 130 30 10 0.81

HB -V-A 10-65/165 GV 0430.100-00030 12 x 90 165 65 10 0.98

HB -V-A 10-90/190 GV 0430.100-00031 12 x 90 190 90 10 1.11

HB -V-A 10-150/250 GV 0430.100-00066 12 x 90 250 150 10 1.42

HB -V-A 10-200/300 GV 0430.100-00067 12 x 90 300 200 10 1.71

HB -V-A 12-10/135 GV 0430.100-00032 14 x 110 135 10 10 1.19

HB -V-A 12-35/160 GV 0430.100-00033 14 x 110 160 35 10 1.37

HB -V-A 12-85/210 GV 0430.100-00034 14 x 110 210 85 10 1.73

HB -V-A 12-95/220 GV 0430.100-00035 14 x 110 220 95 10 1.82

HB -V-A 12-125/250 GV 0430.100-00036 14 x 110 250 125 10 2.02

HB -V-A 12-175/300 GV 0430.100-00037 14 x 110 300 175 10 2.83

HB -V-A 14-35/170 GV 0430.100-00038 16 x 120 170 35 10 1.91

HB -V-A 16-20/165 GV 0430.100-00017 18 x 125 165 20 10 2.77

HB -V-A 16-45/190 GV 0430.100-00018 18 x 125 190 45 10 2.96

HB -V-A 16-85/230 GV 0430.100-00039 18 x 125 230 85 10 3.65

HB -V-A 16-105/250 GV 0430.100-00040 18 x 125 250 105 10 3.91

HB -V-A 16-155/300 GV 0430.100-00019 18 x 125 300 155 10 4.58

HB -V-A 20-20/220 GV 0430.100-00041 25 x 170 220 20 10 5.56

HB -V-A 20-60/260 GV 0430.100-00020 25 x 170 260 60 10 6.39

HB -V-A 20-100/300 GV 0430.100-00042 25 x 170 300 100 10 7.23

HB -V-A 24-15/260 GV 0430.100-00043 28 x 210 260 15 5 4.89

HB -V-A 24-55/300 GV 0430.100-00021 28 x 210 300 55 5 5.54

HB -V-A 30-70/380 GV 0430.100-00044 35 x 280 380 70 6 12.00

Fire testet

M 8 - M 16M8 - M12M16 - M24

ETA-07/0257

Chemical Anchor Bolt HB-V zinc plated - for non-cracked concrete


Please order setting tool art.-No. 0433.040-00037 separatly, see page 18. Not part of approval.Anchor studs M8-M24 with external hexagon. Other lengths on request. Each package contains one setting tool.

Adhesive Capsule HB -V-P

Description

The HB -V Chemical Anchor Bolt (with ETAapproval) consists of a glass capsule filled withsynthetic resin, hardener and additives, andthe HB -V-A Anchor Stud. The components inthe capsule are mixed while the anchor stud isdriven in, forming a fast-setting synthetic resinadhesive. This time-proven anchoring systemdoes not apply expansion forces and thereforeis able to support heavy loads even when theavailable spacing and edge distances are quitesmall. The drill hole is sealed by the syntheticresin adhesive.

Anchor Stud HB -V-A zinc plated

Anchor Stud HB -V-A hot-dip galvanized steel

Applications

Anchoring heavy loads in non-cracked concrete inside buildings in dry situations: steel supports, base and head plates, frame structures and high-level storage racking.




15


2-component synthetic resin in glass capsule


Designation Article number Content of master box

piece


kg

Unit

piece

Weight per package

kg

HB -V-P 8 0433.050-00001 500 7.02 10 0.13

HB -V-P 10 0433.050-00002 500 8.50 10 0.16

HB -V-P 12 0433.050-00003 500 12.30 10 0.25

HB -V-P 14 0433.050-00004 500 15.82 10 0.27

HB -V-P 16 0433.050-00005 500 19.36 10 0.36

HB -V-P 20 0433.050-00006 - - 10 1.20

HB -V-P 24 0433.050-00007 - - 5 0.87

HB -V-P 30 0433.050-00008 - - 6 2.64

Anchor Stud HB -V-A FV

with nut and washer, steel hot-dip galvanized



mm

Anchor length

mm

Max. fixture thickness tfix

mm

Unit

piece

Weigth per package

kg

HB -V-A 8-20/110 FV 0430.100.00022 10 x 80 110 20 10 0.43

HB -V-A 10-30/130 FV 0430.100.00023 12 x 90 130 30 10 0.81

HB -V-A 10-90/190 FV 0430.100.00045 12 x 90 190 90 10 1.11

HB -V-A 12-35/160 FV 0430.100.00024 14 x 110 160 35 10 1.37

HB -V-A 12-95/220 FV 0430.100.00046 14 x 110 220 95 10 1.82

HB -V-A 16-20/165 FV 0430.100.00047 18 x 125 165 20 10 2.77

HB -V-A 16-45/190 FV 0430.100.00025 18 x 125 190 45 10 2.96

HB -V-A 16-65/210 FV 0430.100.00048 18 x 125 210 65 10 3.20

HB -V-A 20-20/220 FV 0430.100.00049 25 x 170 220 20 10 5.56

HB -V-A 20-60/260 FV 0430.100.00026 25 x 170 260 60 10 6.39

HB -V-A 24-15/260 FV 0430.100.00050 28 x 210 260 15 5 4.89

HB -V-A 24-55/300 FV 0430.100.00051 28 x 210 300 55 5 5.54





0433.040-

Drill-Ø

mm

Suitable for Unit

piece

Weight per piecekg

HB -RB 10 -00104 10 HB -V M8 1 0,02

HB -RB 12 -00105 12 HB -V M10 1 0,02

HB -RB 14 -00106 14 HB -V M12 1 0,03

HB -RB 18 -00107 18 HB -V M16 1 0,04

HB -RB 26 -00109 26 HB -V M20 1 0,06

HB -RB 28 -00114 28 HB -V M24 1 0,08

HB -RB 35 -00115 35 HB -V M30 1 0,10

Blow-out Pump HB-VM-AP


For drill hole diameter 12/10 - 35 mm

Designa-tion

Article number

0433.040-

Suitable for drill holes Ø

mm

Unit

piece

Weight per

piecekg

HB-VM-AP 270 -00110 12-35 1 0,27

HB-VM-AP 360 -00069 10-35 1 0,22


Not part of approval.

Other lengths on request. Each package contains one setting tool



16

Extract from Admissible Service Conditions of ETA-07/0257 Loads and performance data Chemical Anchor Bolt HB -V M 8 M 10 M 12 M 14 M 16 M 20 M 24 M 30


Approved loads, tension C12/15 appr. N [kN] 3.0 5.0 7.0 8.0 10.0 19.0 26.0 42.0

C20/25 appr. N [kN] 7.9 11.9 15.9 12.0 19.8 29.8 35.7 60.0

Approved loads, shear (steel, quality 5.8) C12/15 appr. V [kN] 3.0 5.0 7.0 8.0 10.0 19.0 26.0 42.0

C20/25 appr. V [kN] 5.1 8.0 12.0 12.0 22.3 34.9 50.3 60.0

Approved loads, shear (steel, quality 8.8) C20/25 appr. V [kN] 8.6 13.1 18.9 - 36.0 56.0 80.6 -

Approved bending moment (steel, quality 5.8) appr. M [Nm] 10.9 21.1 37.1 59.4 94.9 185.7 320.6 642.0

Approved bending moment (steel, quality 8.8) appr. M [Nm] 17.1 34.3 60.0 - 152.0 296.6 513.1 -

Spacing and edge distance

Effective anchorage depth hef [mm] 80 90 110 120 125 170 210 280

Characteristic spacing scr,N [mm] 200 180 220 300 250 340 420 700

Characteristic edge distance ccr,N [mm] 100 90 110 150 125 170 210 350

Minimum spacing smin [mm] 40 45 55 120 65 85 105 280

Minimum edge distance cmin [mm] 40 45 55 60 65 85 105 140

Minimum thickness of building component hmin [mm] 110 120 140 170 160 220 260 330

Installation parameters

Drill hole diameter do [mm] 10 12 14 16 18 25 28 35

Diameter of clearence hole in the fixture df [mm] 9 12 14 16 18 22 26 33

Depth of drill hole ho [mm] 80 90 110 120 125 170 210 280

Installation torque Tinst [Nm] 10 20 40 60 80 120 180 400

Width across nut SW [mm] 13 17 19 22 24 30 36 46

Width across hexagon nut SWHex [mm] 5 6 8 10 12 14 17 -

Curing timeTemperature (°C) in the drill hole

Curing times (minutes)


≥ +35 °C 10 20

≥ +30 °C 10 20

≥ +20 °C 20 40

≥ +10 °C 60 120

≥ +5 °C 60 120

≥ 0 °C 300 600

≥ -5 °C 300 600

VERBUND ANKER VA

90°

s

cc

h

s

M

≥ hmin

hef = h0 tfi x

Tinst

d0

ETA-07/0257


Extract from Admissible Service Conditions of ETA-07/0257 Approved loads for anchors without influence of spacing and edge distance.Total safety factor as per ETAG included (γM and γF)

Recommended loads for sizes M 14 and M 30 and in concrete C12/15.


Installation


Anchor length



17

Anchor Stud HB -V-A A4

with nut and washer, stainless steel A4



mm

Anchor lengthmm

Maximum fixture thicknesstfix mm

Unit

piece

Weight per package

kg

HB -V-A 8-20/110 A4 0430.100-00001 10 x 80 110 20 10 0.43

HB -V-A 8-60/150 A4 0430.100-00052 10 x 80 150 60 10 0.53

HB -V-A 10-15/115 A4 0430.100-00002 12 x 90 115 15 10 0.73

HB -V-A 10-30/130 A4 0430.100-00003 12 x 90 130 30 10 0.81

HB -V-A 10-65/165 A4 0430.100-00004 12 x 90 165 65 10 0.98

HB -V-A 10-90/190 A4 0430.100-00053 12 x 90 190 90 10 1.11

HB -V-A 10-150/250 A4 0430.100-00068 12 x 90 250 150 10 1.42

HB -V-A 10-200/300 A4 0430.100-00069 12 x 90 300 200 10 1.71

HB -V-A 12-10/135 A4 0430.100-00005 14 x 110 135 10 10 1.19

HB -V-A 12-35/160 A4 0430.100-00006 14 x 110 160 35 10 1.37

HB -V-A 12-55/180 A4 0430.100-00007 14 x 110 180 55 10 1.51

HB -V-A 12-65/190 A4 0430.100-00064 14 x 110 190 65 10 1.58

HB -V-A 12-85/210 A4 0430.100-00054 14 x 110 210 85 10 1.73

HB -V-A 12-95/220 A4 0430.100-00055 14 x 110 220 95 10 1.82

HB -V-A 12-125/250 A4 0430.100-00056 14 x 110 250 125 10 2.02

HB -V-A 12-175/300 A4 0430.100-00008 14 x 110 300 175 10 2.83

HB -V-A 14-35/170 A4 0430.100-00057 16 x 120 170 35 10 1.91

HB -V-A 16-5/150 A4 0430.100-00009 18 x 125 150 5 10 2.38

HB -V-A 16-20/165 A4 0430.100-00010 18 x 125 165 20 10 2.77

HB -V-A 16-45/190 A4 0430.100-00011 18 x 125 190 45 10 2.96

HB -V-A 16-65/210 A4 0430.100-00012 18 x 125 210 65 10 3.20

HB -V-A 16-85/230 A4 0430.100-00058 18 x 125 130 85 10 3.65

HB -V-A 16-105/250 A4 0430.100-00013 18 x 125 250 105 10 3.91

HB -V-A 16-155/300 A4 0430.100-00059 18 x 125 300 155 10 4.58

HB -V-A 20-20/220 A4 0430.100-00014 25 x 170 220 20 10 5.56

HB -V-A 20-60/260 A4 0430.100-00015 25 x 170 260 60 10 6.39

HB -V-A 20-100/300 A4 0430.100-00060 25 x 170 300 100 10 7.23

HB -V-A 24-15/260 A4 0430.100-00061 28 x 210 260 15 5 4.89

HB -V-A 24-55/300 A4 0430.100-00016 28 x 210 300 55 5 5.54

HB -V-A 30-70/380 A4 0430.100-00062 35 x 280 380 70 6 12.00

M 8 - M 16M8 - M12M16 - M24

Chemical Anchor Bolt HB-V A4 - for non-cracked concrete


Anchor Studs M 8 - M 24 with external hexagon head. Other lengths on request. Please order setting tool art.-No. 0433.040-00037 separately. See → p. 18 Not part of approval. Each package contains one setting tool.


Description

The HB -V A4 Chemical Anchor Bolt (with ETAapproval) consists of a glass capsule filled withsynthetic resin, hardener and quartz additives,as well as the HB -V-A Anchor Stud. The components in the capsule are mixed while the anchor stud is driven in, forming a fast setting synthetic resin adhesive. This time proven an-choring system does not apply expansion forces and therefore is able to support heavy loads even when the available spacing and edge distances are quite small. The drill hole is sealed by the synthetic resin adhesive.

Anchor Stud HB -V-A A4

Applications

Anchoring heavy loads in non-crackedconcrete inside buildings, outside buildingsand in damp rooms without aggressiveconditions: supports, base and head plates,brackets, façades, crash barriers, railings,noise protection walls.


suitable for fixing HALFEN Support Brackets.=

ETA-07/0257



18

Anchor Stud HB -V-A HCR on request

High corrosion resistance stainless steel, quality 1.4529

For non-cracked concrete


mm

Maximum fixture thick-

ness tfixmm

Unit

piece

Weight per package

kg

HB -V-A 8-20/110 HCR on request 10 x 80 20 10 0.43




Setting tool HB-V-M

for Anchor Studs without external hexagon

Designation Unit Article number

HB -V-M 8 1 0433.040-00030

HB -V-M 10 1 0433.040-00031

HB -V-M 12 1 0433.040-00032

HB -V-M 14 1 0433.040-00033

HB -V-M 16 1 0433.040-00034

HB -V-M 20 1 0433.040-00035

HB -V-M 24 1 0433.040-00036

HB -V-M 30 1 0433.040-00037Cleaning Brush HB -RB



Designation Article number Drill-Ø

mm

Suitable for Unit

piece

Weight per package

kg

HB -RB 10 0433.040-00104 10 HB -V M8 1 0.02

HB -RB 12 0433.040-00105 12 HB -V M10 1 0.02

HB -RB 14 0433.040-00106 14 HB -V M12 1 0.03

HB -RB 18 0433.040-00107 18 HB -V M16 1 0.04

HB -RB 26 0433.040-00109 25 HB -V M20 1 0.06

HB -RB 28 0433.040-00114 28 HB -V M24 1 0.08

HB -RB 32 0433.040-00115 32 HB -V M30 1 0.10


2-component synthetic resin in glass capsule



Content of master box

piece

Weigth per master box

kg

Unit

piece

Weight per package

kg

HB -V-P 8 0433.050-00001 500 7.02 10 0.13

HB -V-P 10 0433.050-00002 500 8.50 10 0.16

HB -V-P 12 0433.050-00003 500 12.30 10 0.25

HB -V-P 14 0433.050-00004 500 15.82 10 0.27

HB -V-P 16 0433.050-00005 500 19.36 10 0.36

HB -V-P 20 0433.050-00006 - - 10 1.20

HB -V-P 24 0433.050-00007 - - 5 0.87

HB -V-P 30 0433.050-00008 - - 6 2.64

Blow-out pump HB -VM-AP


For drill hole diameter 10/12 - 35 mm

Designa-tion

Article number

0433.040-


mm

Unit

piece

Weight per

packagekg

HB-VM-AP 270 -00069 12-35 1 0,22

HB-VM-AP 360 -00110 10-35 1 0,27

VERBUND ANKER VA

90°



Installation

Other lengths on request.


On req

uest


19

Extract from Admissible Service Conditions of ETA-07/0257 Loads and performance data Chemical Anchor Bolt HB -V A4 M 8 M 10 M 12 M 14 M 16 M 20 M 24 M 30


Approved loads, tension C12/15 appr. N [kN] 3.0 5.0 7.0 8.0 10.0 19.0 26.0 42.0

C20/25 appr. N [kN] 7.9 11.9 15.9 12.0 19.8 29.8 35.7 60.0

Approved loads, shear C12/15 appr. V [kN] 3.0 5.0 7.0 8.0 10.0 19.0 26.0 42.0

C20/25 appr. V [kN] 6.0 9.2 13.3 12.0 25.2 39.4 56.8 60.0

Approved bending moment appr. M [Nm] 11.9 23.8 42.1 66.9 106.7 207.9 359.4 402.0


Effective anchorage depth hef [mm] 80 90 110 120 125 170 210 280Characteristic spacing scr,N [mm] 200 180 220 300 250 340 420 700Characteristic edge distance ccr,N [mm] 100 90 110 150 125 170 210 350Minimum spacing smin [mm] 40 45 55 120 65 85 105 280Minimum edge distance cmin [mm] 40 45 55 60 65 85 105 140Min.thickness of building component hmin [mm] 110 120 140 170 160 220 260 330


Drill hole diameter do [mm] 10 12 14 16 18 25 28 35Diameter of clearing hole in the fixture df [mm] 9 12 14 16 18 22 26 33Depth of drill hole ho [mm] 80 90 110 120 125 170 210 280Installation torque Tinst [Nm] 10 20 40 60 80 120 180 400Width across nut SW [mm] 13 17 19 22 24 30 36 46Width across hexagon nut SWHex [mm] 5 6 8 10 12 14 17 -

Curing timeTemperature (°C) in the drill hole

Curing time (minutes)


≥ +35 °C 10 20

≥ +30 °C 10 20

≥ +20 °C 20 40

≥ +10 °C 60 120

≥ +5 °C 60 120

≥ 0 °C 300 600

≥ -5 °C 300 600

s

cc

h

sM

≥ hmin

hef = h0 tfi x

Tinst

d0



Recommended loads for sizes M 14 and M 30 and in concrete C12/15.



ETA-07/0257

Anchor length



20

Anchor Stud HB -VMU-A GV

Steel zinc plated



mm

Anchor length

mm

Max. fixture thickness

tfixmm

Unit

piece

Weight per package

kg

HB -VMU-A 8-10/100 GV 0430.190-00024 10 x 80 100 10 10 0.42

HB -VMU-A 8-20/110 GV 0430.190-00025 10 x 80 110 20 10 0.46

HB -VMU-A 8-40/130 GV 0430.190-00026 10 x 80 130 40 10 0.52

HB -VMU-A 8-55/145 GV 0430.190-00047 10 x 80 110 50 10 0.55

HB -VMU-A 8-70/160 GV 0430.190-00048 10 x 80 110 70 10 0.60

HB -VMU-A 8-115/205 GV 0430.190-00049 10 x 80 130 115 10 0.74

HB -VMU-A 10-10/110 GV 0430.190-00027 12 x 90 110 10 10 0.75

HB -VMU-A 10-30/130 GV 0430.190-00028 12 x 90 130 30 10 0.85

HB -VMU-A 10-50/150 GV 0430.190-00029 12 x 90 150 50 10 0.95

HB -VMU-A 10-65/165 GV 0430.190-00030 12 x 90 165 65 10 1.02

HB -VMU-A 10-90/190 GV 0430.190-00031 12 x 90 190 90 10 1.15

HB -VMU-A 10-160/260 GV 0430.190-00032 12 x 90 260 160 10 1.50

HB -VMU-A 12-10/135 GV 0430.190-00033 14 x 110 135 10 10 1.25

HB -VMU-A 12-30/155 GV 0430.190-00036 14 x 110 155 30 10 1.42

HB -VMU-A 12-50/175 GV 0430.190-00038 14 x 110 175 50 10 1.54

HB -VMU-A 12-85/210 GV 0430.190-00039 14 x 110 210 85 10 1.82

HB -VMU-A 12-125/250 GV 0430.190-00040 14 x 110 250 125 10 2.13

HB -VMU-A 12-175/300 GV 0430.190-00041 14 x 110 300 175 10 2.5

HB -VMU-A 16-15/160 GV 0430.190-00042 18 x 125 160 15 10 2.65

HB -VMU-A 16-30/175 GV 0430.190-00043 18 x 125 175 30 10 2.85

HB -VMU-A 16-60/205 GV 0430.190-00044 18 x 125 205 60 10 3.25

HB -VMU-A 16-90/235 GV 0430.190-00045 18 x 125 235 90 10 3.65

HB -VMU-A 16-155/300 GV 0430.190-00046 18 x 125 300 155 10 4.53

Fire testetETA-07/02557

Injection System HB-VMU zinc plated - for non-cracked concrete


Description

The HB-VMU Injection System is an anchorsystem without expansion pressure for non-cracked concrete. It consists of a styrene-free vinylester resin and a hardener component in a plastic cartridge. The anchoring element can be a threaded stud, a sleeve with internalthread or an HB-V-A Anchor Stud (see page 5).

Cartridge HB -VMU 345



Internal Thread Sleeve HB -VMU-IG Steel, zinc plated


Anchor Stud HB -VMU-A Steel, zinc plated

Using the HB-VM-P Dispenser, the compon-ents are injected through the HB-VM-X Static Mixer into the drill hole. The threaded stud or sleeve with internal thread are manually inserted into the drill hole. The injection adhesive will cure and bond theanchored element securely to the backingstructure.

Also approved for use with HALFEN HB-V-A Anchor Stud (→ page 14).Hot-dip galvanized steel on request. Further dimensions on request.

Applications

For anchoring any of the following in noncra-cked concrete in dry internal rooms: floorslabs, brackets, pipe supports, cable ducts,frame constructions.



21

Internally Threaded Sleeve HB -VMU-IG

Steel, zinc plated



mm

Outer-Ø x Anchor length

mm

Screwing depthmin s / max s

mm

Unit

piece

Weight per package

kg

HB -VMU-IG M6 GV 0430.230-00003 12 x 98 10 x 93 8 / 20 10 0.65

HB -VMU-IG M8 GV 0430.230-00004 14 x 98 12 x 93 8 / 20 10 0.95

Dispenser HB -VM-P


0433.040-

Weight per piece kg


DispenserHB-VM-P 345 Profi -00078 1.20



also appropriate to 345ml cartridge



For drill hole diameter 10 - 35 mm


0433.040-

for drill holes

Ømm

Unit

piece

Weight per

packagekg

HB-VM-AP 360 -00110 10 - 35 1 0.27

Injection System HB -VMU / Mixing Nozzle


0433.040-

Content

ml


piece


kg

Weight per piecekg

Cartridge HB-VMU 150 -00129 150 12 4.20 0.34

Cartridge HB-VMU 300 -00130 300 12 6.40 0.53

Cartridge HB-VMU 345 -00131 345 12 8.00 0.65

Cartridge HB-VMU 420 -00134 420 12 10.1 0.83

Mixing Nozzle HB-VM-X -00039 - 12 0.12 0.01

Mixing Nozzle HB-VMU-X -00135 - 10 0.10 0.01

Mixer Extension HB-VM-XE (200mm) -00076 - - - 0.01

HB-VMU 150 and HB -VMU 300 can also be dispensed with a standard silicone dispenser. Single cartridges can also be supplied. Only cartridge HB-VMU 420

One mixing nozzle is included with each cartridge.




Designation Article number0433.040-

Drill-Ø

mm

Suitable for Unit

piece

Weight per piecekg

HB -RB 10 -00104 10 HB -VMU M8 1 0.02

HB -RB 12 -00105 12 HB -VMU M10 1 0.02

HB -RB 14 -00106 14 HB -VMU M12 1 0.03

HB -RB 18 -00107 18 HB -VMU M16 1 0.04

2-component cartridge, styrene free

90° 45min

+20 °C



Installation

HB-VMU-IG is not part of approval.

HB-VM-P


22

Extract from Admissible Service Conditions of ETA-07/0255.Loads and performance data Injection System HB -VMU M8 M 10 M 12 M 16 M20 M24 M30


Approved loads, tension (steel 5.8) C20/25 appr. N [kN] 7.6 11.9 16.7 23.8 45.2 54.8 81.0

C25/30 appr. N [kN] 8.1 12.6 17.7 25.2 48.0 58.0 85.8

C30/37 appr. N [kN] 8.5 13.3 18.7 26.7 50.7 61.3 90.7

C40/50 appr. N [kN] 8.6 13.8 20.0 29.3 55.6 67.4 99.6

C50/60 appr. N [kN] 8.6 13.8 20.0 31.0 58.6 71.2 105.2

Approved loads, shear (steel 5.8) C20/25 appr. V [kN] 5.1 8.6 12.0 22.3 34.9 50.3 80.0

Approved bending moment (steel 5.8) appr. M [Nm] 10.9 21.1 37.1 94.3 185.7 320.6 642.3

Spacing and edge distanceEffective anchorage depth hef [mm] 80 90 110 125 170 210 270

Characteristic spacing scr,N [mm] 160 180 220 250 340 420 540

Characteristic edge distance ccr,N [mm] 80 90 110 125 170 210 270

Minimum spacing hmin [mm] 100 130 160 200 220 280 350

Minimum edge distance hmin,red [mm] - 120 140 160 - - -

Minimum thickness of building component smin [mm] 40 45 55 65 85 105 135

Minimum thickness of building cmin [mm] 40 45 55 65 85 105 135

Installation parametersDrill hole diameter do [mm] 10 12 14 18 22 26 32

Diameter of clearing hole in the fixture df [mm] 9 12 14 18 22 26 33

Depth of drill hole ho [mm] 80 90 110 125 170 210 270

Installation torque Tinst [Nm] 10 20 40 60 120 150 300

Width across nut SW [mm] 13 17 19 24 30 36 46

Drill hole fill quantity, scaling on 300/345 Cartridge [mm] 4/3 5/4 7/6 11/10 21/17 35/27 57/49

Adhesive required per drill hole [ml] 5.2 7.3 10.8 17.1 30.4 51.0 82.0

Drill holes per VMU 300 / VMU 345 Cartridge [piece] 50/58 35/41 24/28 15/17 8/10 5/6 3/3.5




Minutes Minutes Minutes≥ +40 °C 1.4 15 30≥ +35 °C 2 20 40≥ +30 °C 4 25 50≥ +20 °C 6 45 90≥ +10 °C 12 80 160≥ +5 °C 20 120 240≥ 0 °C 45 180 360≥ -5 °C 90 330 660

M

≥ hmin

hef = h0 tfi x

Tinst

d0

s

cc

h

s

ETA-07/02557



Extract from Admissible Service Conditions of ETA-07/0255.Approved loads for anchors without influence of spacing and edge distance. Total safety factor as per ETAG included (γM and γF)

For technical data for solid and perforated brickwork see page 28.


Anchor lenght


23

Anchor Stud HB -VMU-A A4

Stainless steel A4




mm

Anchor length

mm

Max. fixturethickness

tfixmm

Unit

piece

Weight per package

kg

HB -VMU-A 8-10/100 A4 0430.190-00001 10 x 80 100 10 10 0.42

HB -VMU-A 8-20/110 A4 0430.190-00002 10 x 80 110 20 10 0.46

HB -VMU-A 8-40/130 A4 0430.190-00003 10 x 80 130 40 10 0.52

HB -VMU-A 8-55/145 A4 0430.190-00050 10 x 80 145 55 10 0.55

HB -VMU-A 8-70/160 A4 0430.190-00051 10 x 80 160 70 10 0.60

HB -VMU-A 8-115/205 A4 0430.190-00052 10 x 80 205 115 10 0.74

HB -VMU-A 10-10/110 A4 0430.190-00004 12 x 90 110 10 10 0.75

HB -VMU-A 10-30/130 A4 0430.190-00005 12 x 90 130 30 10 0.85

HB -VMU-A 10-50/150 A4 0430.190-00006 12 x 90 150 50 10 0.95

HB -VMU-A 10-65/165 A4 0430.190-00007 12 x 90 165 65 10 1.02

HB -VMU-A 10-90/190 A4 0430.190-00008 12 x 90 190 90 10 1.15

HB -VMU-A 10-160/260 A4 0430.190-00009 12 x 90 260 160 10 1.50

HB -VMU-A 12-10/135 A4 0430.190-00010 14 x 110 135 10 10 1.25

HB -VMU-A 12-30/155 A4 0430.190-00013 14 x 110 155 30 10 1.42

HB -VMU-A 12-50/175 A4 0430.190-00015 14 x 110 175 50 10 1.54

HB -VMU-A 12-85/210 A4 0430.190-00016 14 x 110 210 85 10 1.82

HB -VMU-A 12-125/250 A4 0430.190-00017 14 x 110 250 125 10 2.13

HB -VMU-A 12-175/300 A4 0430.190-00018 14 x 110 300 175 10 2.50

HB -VMU-A 16-15/160 A4 0430.190-00019 18 x 125 160 15 10 2.65

HB -VMU-A 16-30/175 A4 0430.190-00020 18 x 125 175 30 10 2.85

HB -VMU-A 16-60/205 A4 0430.190-00021 18 x 125 205 60 10 3.25

HB -VMU-A 16-90/235 A4 0430.190-00022 18 x 125 235 90 10 3.65

HB -VMU-A 16-155/300 A4 0430.190-00023 18 x 125 300 155 10 4.53

Also approved for use with HALFEN HB-V-A A4 Anchor Stud (→ page 17). HCR stainless steel on request.

Fire testet

ETA-07/02557

Injection System HB-VMU A4 - for non-cracked concrete


Description

The HB -VMU A4 Injection System is ananchor system without expansion pressurefor non-cracked concrete. It consists of astyrene-free vinylester resin and a hardenercomponent in a plastic cartridge. The ancho-ring element can be a threaded stud oran internally threaded sleeve. Using the HB -VM-P Dispenser, the components are injectedthrough the HB -VM-X Static Mixer into thedrill hole. The threaded stud or sleeve withinternal thread are manually inserted into thedrill hole.




Internally Threaded Sleeve HB -VMU-IG A4


Anchor Stud HB -VMU-A A4

The injection adhesive will cure and bond theanchored element securely to the backingstructure.

Applications

For anchoring in non-cracked concrete in dryrooms inside as well as in the open if no aggressive conditions are present: floor slabs, fixings on walls and pillars, fixing expansion strips.



24

Internally Threaded Sleeve HB -VMU-IG A4

Stainless steel A4


Designation Article0430.230-


mm

Outer-Ø x Anchor lengthmm

Screwing depthmin s / max s

mm

Unit

piece

Weight per package

kg

HB -VMU-IG M6 A4 -00001 12 x 98 10 x 93 8 / 20 10 0,65

HB -VMU-IG M8 A4 -00002 14 x 98 12 x 93 8 / 20 10 0,95




Designa-tion

Article number

0433.040-


mm

Unit

piece

Weight per

piecekg

HB-VM-AP 360 -00110 10 - 35 1 0,27

Dispenser HB -VM-P


0433.040-

Weight per piece kg

Dispenser HB-VM-P 345 -00077 0,87

Dispenser HB-VM-P 345 Profi -00078 1,20







0433.040-

Content

ml


piece

Weight master box

kg

Weight per piecekg

Cartridge HB-VMU 150 -00129 150 12 4,20 0,34

Cartridge HB-VMU 300 -00130 300 12 6,40 0,53

Cartridge HB-VMU 345 -00131 345 12 8,00 0,65

Cartridge HB-VMU 420 -00134 420 12 10.1 0.83

Mixing Nozzle HB-VM-X -00039 - 12 0,12 0,01

Mixing Nozzle HB-VMU-X -00135 - 10 0.10 0.01

Mixer Extension HB-VM-XE (200mm) -00076 - - - 0,01

Brush Gauge HB-VM-BL -00103




Designation Article number0433.040-

Drill-Ø

mm

Suitable for Unit

piece

Weight per piecekg

HB -RB 10 -00104 10 HB -VMU M8 1 0,02

HB -RB 12 -00105 12 HB -VMU M10 1 0,02

HB -RB 14 -00106 14 HB -VMU M12 1 0,03

HB -RB 18 -00107 18 HB -VMU M16 1 0,04

45min

+20 °C

90°

HB-VM-P



HB -VMU-IG is not part of approval.

HB-VMU 150 and HB -VMU 300 can also be dispensed with a standard silicone dispenser. Single cartridges can also be supplied. Only cartridge HB-VMU 420.

One mixing nozzle is included with each cartridge.

Installation


25

Extract from Admissible Service Conditions of ETA-07/0255.

Loads and performance data Injection System HB -VMU A4/HCR M 8 M 10 M 12 M 16 M20 M24 M30

Approved loads, tension C20/25 appr. N [kN] 7.6 11.9 16.7 23.8 45.2 54.8 81.0

C25/30 appr. N [kN] 8.1 12.6 17.7 25.2 48.0 58.0 83.3

C30/37 appr. N [kN] 8.5 13.3 18.7 26.7 50.7 61.3 83.3

C40/50 appr. N [kN] 9.4 14.6 20.5 29.3 55.6 67.4 83.3

C50/60 appr. N [kN] 9.9 15.5 21.7 31.0 58.8 71.2 83.3

Approved loads, shear C20/25 appr. V [kN] 7.4 11.4 17.1 31.4 49.1 70.3 50.0

Approved bending moment appr. M [Nm] 14.9 29.7 52.6 133.1 259.4 448.0 401.1


Effective anchorage depth hef [mm] 80 90 110 125 170 210 270

Characteristic spacing scr,N [mm] 160 180 220 250 340 420 540

Characteristic edge distance ccr,N [mm] 80 90 110 125 170 210 270

Minimum thickness of building comp. hmin [mm] 100 130 160 200 220 280 350

Reduced minimum thickness of building comp. hmin,red [mm] - 120 140 160 - - -

Minimum spacing smin [mm] 40 45 55 65 85 105 135

Minimum edge distance cmin [mm] 40 45 55 65 85 105 135


Drill hole diameter do [mm] 10 12 14 18 22 26 32

Diameter of clearance hole in fixture df [mm] 9 12 14 18 22 26 33

Depth of drill hole ho [mm] 80 90 110 125 170 210 270

Installation torque Tinst [Nm] 10 20 40 60 120 150 300

Width across nut SW [mm] 13 17 19 24 30 36 46

Drill hole fill quantity, scaling on Cartridge 300/345 [mm] 4/3 5/4 7/6 11/10 21/17 35/27 57/49

Adhesive required per drill hole [ml] 5.2 7.3 10.8 17.1 30.4 51.0 82.0

Drill holes per Cartridge 300 / 345 [piece] 50/58 35/41 24/28 15/17 8/10 5/6 3/3.5




Minutes Minutes Minutes≥ +40 °C 1,4 15 30≥ +35 °C 2 20 40≥ +30 °C 4 25 50≥ +20 °C 6 45 90≥ +10 °C 12 80 160≥ +5 °C 20 120 240≥ 0 °C 45 180 360≥ -5 °C 90 330 660

M

≥ hmin

hef = h0 tfi x

Tinst

d0

s

cc

h

s

ETA-07/02557


Extract from Admissible Service Conditions of ETA-07/0255. AApproved loads for anchors without influence of spacing and edge distance.Total safety factor as per ETAG included (γM and γF)

For technical data for solid and perforated brickwork see page 28.



Anchor length


26

Anchor Stud HB -VMU-A / HB -VMU-AH GV / A4

Steel zinc plated / stainless steel A4

Approved for solid and perforated brickwork

Designation Zinc plated

Article number

Stainless steel A4

Article number

Anchor length

mm

Fixture thickness

tfixmm

Unit

piece

Weight per package

kg

HB -VMU-A 8-10/100 ... 0430.190-00024 0430.190-00001 100 10 10 0.42

HB -VMU-A 8-20/110 ... 0430.190-00025 0430.190-00002 110 20 10 0.46

HB -VMU-A 8-40/130 ... 0430.190-00026 0430.190-00003 130 40 10 0.52

HB -VMU-A 8-55/145 ... 0430.190-00047 0430.190-00050 145 55 10 0.55

HB -VMU-A 8-70/160 ... 0430.190-00048 0430.190-00051 160 70 10 0.60

HB -VMU-A 8-115/205 ... 0430.190-00049 0430.190-00052 205 115 10 0.74

HB -VMU-A 10-10/110 ... 0430.190-00027 0430.190-00004 110 10 10 0.75

HB -VMU-A 10-30/130 ... 0430.190-00028 0430.190-00005 130 30 10 0.85

HB -VMU-A 10-50/150 ... 0430.190-00029 0430.190-00006 150 50 10 0.95

HB -VMU-A 10-65/165 ... 0430.190-00030 0430.190-00007 165 65 10 1.02

HB -VMU-A 10-90/190 ... 0430.190-00031 0430.190-00008 190 90 10 1.15

HB -VMU-A 10-160/260 ... 0430.190-00032 0430.190-00009 260 160 10 1.50

HB -VMU-A 12-15/120 ... 0430.190-00034 0430.190-00011 120 15 10 1.14

HB -VMU-A 12-25/130 ... 0430.190-00035 0430.190-00012 130 25 10 1.21

HB -VMU-A 12-50/155 ... 0430.190-00037 0430.190-00014 155 50 10 1.42

HB -VMU-A 12-80/185 ... 0430.190-00053 0430.190-00056 185 80 10 1.63

HB -VMU-A 12-120/225 ... 0430.190-00054 0430.190-00057 225 120 10 1.89

HB -VMU-A 12-160/265 ... 0430.190-00055 0430.190-00058 265 160 10 2.18

HB -VMU-AH 12-15/120 ... 0430.250-00004 0430.250-00001 120 15 10 0.92

HB -VMU-AH 12-25/130 ... 0430.250-00005 0430.250-00002 130 25 10 0.99

HB -VMU-AH 12-50/155 ... 0430.250-00006 0430.250-00003 155 50 10 1.18

HB -VMU-AH 12-80/185 ... 0430.250-00010 0430.250-00007 185 80 10 1.38

HB -VMU-AH 12-120/225 ... 0430.250-00011 0430.250-00008 225 120 10 1.68

HB -VMU-AH 12-160/265 ... 0430.250-00012 0430.250-00009 265 160 10 1.97 HB -VMU-A 12 for use in solid brick without Perfo Sleeve. HB -VMU-AH 12 for use in solid and perforated brickwork with Perfo Sleeve.

HCR stainless steel or hot-dip galvanized steel on request.

+ Please state GV or A4

Fire testet

Z-21.3-1853

Injection System HB-VMU zinc plated and A4 - for solid and per forated brickwork


Description

The HB-VMU Injection System is an anchorbolt system without expansion pressure forsolid and perforated brickwork. It consists ofa styrene-free vinylester resin and a hardenercomponent in a plastic cartridge. The ancho-ring element can be a threaded stud or an internally threaded sleeve. Using the HB-VM-P

Perfo Sleeve HB -VMU-SH





Anchor Stud HB -VMU-A GV or A4

Anchor Stud HB -VMU-AH GV or A4

Internal Threaded Sleeve HB -VMU-IG GV or A4

Internal Threaded Sleeve HB -VMU-IGH GV or A4

Dispenser, the components are injected through the HB-VM-X Static Mixer intothe drill hole (solid bricks) or the Perfo Sleeve(perforated bricks). The threaded stud or slee-ve with internal thread are manually inserted into the drill hole. The injection adhesive will cure and bond the anchored element securely to the backing structure.

Applications

For anchoring in perforated brickwork in dryinternal walls, with A4 also in the open or indamp rooms without aggressive conditions:canopies, door and window frames, façadesubstructures, battening.

Load range: 0,3 kN - 1,7 kN


27

Internally Threaded Sleeve HB -VMU-IGH GV/A4


Approved for solid brick without Perfo Sleeve

Designation zinc platedArticle number

0430.240-

stainless steel A4

Article number0430.240-


mm


Screwing lengthmin s / max s

mm

Unit

piece

Weight per pack.

kg

HB -VMU-IGH M 6 -00003 -00001 16 x 105 12 x 93 8 / 20 10 0.39

HB -VMU-IGH M 8 -00004 -00002 16 x 105 12 x 93 8 / 20 10 0.39

Perfo Sleeve HB -VMU-SH

Polypropylene

Approved for perforated brickwork


mmsuitable for

Unit

piece

Weight per pack.

kg

HB -VMU-SH 14x100 0433.040-00120 14 x 105 M8 10 0.03

HB -VMU-SH 16x100 0433.040-00121 16 x 105 M10 - M12; IGH M6 - M8 10 0.04

Cleaning Brush HB -RB-H

Cleaning brush with wooden handle

For brickwork

Designation Article number ØBrushmm

suitable for drill hole Ø

mm

Weight per piece

kg

HB -RB-H 18 0433.040-00067 18 10-16 0.04




0433.040-

Content

ml


piece

Weight per package

kg

Weight per piecekg

Cartridge HB -VMU 150 -00129 150 12 4.20 0.34

Cartridge HB -VMU 300 -00130 300 12 6.40 0.53

Cartridge HB -VMU 345 -00131 345 12 8.00 0.65

Cartridge HB -VMU 420 -00134 420 12 10.1 0.83

Mixing Nozzle HB -VM-X -00039 - 12 0.12 0.01

Mixing Nozzle HB -VMU-X -00135 - 10 0.10 0.01

Mixer Extension HB -VM-XE (200mm) -00076 - - - 0.01

Brush Gauge HB -VM-BL -00103 - - - 0.02

Blow-out Pump HB -VM-AP



Designa-tion

Article number

0433.040-


mm

Unit

piece

Weight per

piecekg

HB-VM-AP 360 -00110 10 - 35 1 0.27

Internally Threaded Sleeve HB -VMU-IG GV/A4


Approved for solid brick without Perfo Sleeve

Designation zinc platedArticle number

0430.230-

stainless steel A4

Article number0430.230-


mm


Screwing lengthmin s / max s

mm

Unit

piece

Weight per pack.

kg

HB -VMU-IG M6 -00003 -00001 12 x 98 10 x 93 8 / 20 10 0.65

HB -VMU-IG M8 -00004 -00002 14 x 98 12 x 93 8 / 20 10 0.95

+ please stateGV or A4

+ please stateGV or A4

Processing and curing timesTemperature

(°C)in the drill hole


dry concrete

Minutes Minutes≥ +40 °C 1,4 15≥ +35 °C 2 20≥ +30 °C 4 25≥ +20 °C 6 45≥ +10 °C 12 80≥ +5 °C 20 120≥ 0 °C 45 180≥ -5 °C 90 330

Dispenser HB -VM-P


0433.040-

Weight per piece kg





45min

+20 °C

Nm

TINST



One mixing nozzle is included with each cartridge. HB -VMU 150 and HB -VMU 300 can also be dispensed with a standard silicone dispenser. Single cartridges can also be supplied. Only cartridge HB-VMU 420


HB-VM-P 345


28

Approved loads for tension, shear anddiagonal tension for all angles(HB -VMU-AM8-M12; HB -VMU-IG M6-M8)

Solid brick

Solid sand/lime

Vertical perforated brick Perforated sand/lime brick

Hollow core ae-rated concrete

Hollow core concrete

Mz 12 KS 12 HLz 4 HLz 6 HLz 12 KSL 4 KSL 6 KSL 12 Hbl 2 Hbl 4 Hbn 4Drilling with rotation only [kN] 1.7 1.7 0.6 0.8 1.0 0.6 0.8 1.4 0.5 0.8 0.8

Drilling with hammer action [kN] 1.7 1.7 0.3 0.4 0.8 0.4 0.6 0.8 0.3 0.6 0.6

Extract from Admissible Service Conditions of Z-21.3-1853

Loads and performance data Injection System HB -VMU

HB -VMU-A HB -VMU-AH HB -VMU-IG/VMU-IGHM 8 M 10 M 12 M 12 M 6 M8

Approved bending moment (steel zinc plated) appr. M [Nm] 11.0 21.0 37.0 37.0 4.4 11.0

Approved bending moment (stainless steel A4) appr. M [Nm] 12.0 24.0 42.0 42.0 4.9 12.0

Approved bending moment (stainless steel HCR 1.4529) appr. M [Nm] 9.4 19.0 33.0 33.0 4.9 9.4

Spacing and edge distanceEffective anchorage depth hef [mm] 80 90 93 93 93 93

Spacing (anchor group) a ≥ [mm] 100 (200)

Minimum spacing min a [mm] 50

Minimum distance between anchors (individual anchors) az [mm] 250

Edge distance ar ≥ [mm] 200 (250)

Edge distance under special conditions ar [mm] 50 (60)

Minimum thickness of building component (brickwork) hmin [mm] 110


Screwing depth of screw/threaded stud min s [mm] - - - - 8 8

max s [mm] - - - - 20 20

Drill hole diameter with Perfo Sleeve do [mm] 14 16 - 16 16 16

Drill hole diameter with Perfo Sleeve (solid brick) do [mm] 10 12 14 - 12 14

Diameter of clearance hole in the fixture df [mm] 9 12 14 14 7 9

Depth of drill hole with Perfo Sleeve h0 [mm] 105 105 - 105 105 105

Depth of drill hole without Perfo Sleeve (solid brick) h0 [mm] 85 95 98 - 98 98

Installation torque Tinst [Nm] 8 8 8 8 8 8

Diameter of Cleaning Brush dB [mm] 18 18 18 18 18 18

Adhesive required per drill hole with (scaling) VMU 300 / VMU 345 Perfo Sleeve [mm] 10/9 13/12 - 13/12 13/12 13/12

Adhesive required per drill hole with Perfo Sleeve [ml] 15.0 21.0 - 21.0 21.0 21.0

Adhesive required per drill hole without (scaling) VMU 300 / VMU 345 Perfo Sleeve [mm] 4/3 5/4 7/6 - 5/4 6/5

Adhesive required per drill hole without Perfo Sleeve [ml] 5.2 7.3 9.8 - 7.3 9.8

Drill holes per Cartridge with VMU 300 / VMU 345 Perfo Sleeve [piece] 17/20 12/14 - 12/14 12/14 12/14

Drill holes per Cartridge without VMU 300 / VMU 345 Perfo Sleeve [piece] 50/58 35/41 26/31 - 35/41 26/31

Maximum loads for each block ≤ 3 DF 4 to 10 DF ≥ 10 DF

without imposed load max. F [kN] 1.0 1.4 2.0

with imposed load max. F [kN] 1.4 1.7 2.5

ho

hef

≥ hmin

tfi x

M

≥ hmin

ho

hef tfi x

d0

Z-21.3-1853



The spacings of pairs of anchors and groups of 4 anchors can be reduced to the minimumvalue, if the permitted loads are reduced. This does not apply to Hbl and Hbn brickwork. Themaximum loads for each individual block must not be exceeded (see approval Z-21.3-1853).

Value in brackets for Hbl (Hollow block concrete, according to DIN 18151) and Hbn (Hollow

Extract from Admissible Service Conditions of Z-21.3-1853Approved loads for anchors without influence of spacing and edge distance.

Outer web ≥ 30mm

Installation in perforated bricks: with Perfo Sleeve

Installation in solid bricks:without Perfo Sleeve

HB-VMU-Perfo Sleeve

to fit

- A M8 SH 14

- A M10 SH 16

- AH M12 SH 16

- IGH M6 SH 16

- IGH M8 SH 16

HB-VMU-

- A M8

- A M10

- A M12

- IG M6

- IG M8

block concrete, DIN 18153) min a does not apply to Hbl and Hbn brickwork Value in brackets applies to use in solid brick. 2 Nm if anchor plate is not seated solidly on surface of base material.


29

Mechanical Heavy Duty AnchorsHALFEN ANCHOR BOLTS

Wedge Anchor HB -BThe HB-B Wedge Anchor is a veryeconomical anchor for simple and fastinstallation in non-cracked concrete.→ Page 37 - 42

The HALFEN range of Mechanical Heavy Duty

Anchors only contains those systems that represent the state of the art and meet all requirements for safety, quality and economy. No other anchors are required.

Wedge Anchor HB -BZThe HB-BZ Wedge Anchor has manyapplications, both in non-crackedas well as cracked concrete. Theexpansion cone has the right frictionwith the clip and ensures fi rmanchoring, also in cracked concrete.→ Page 30 - 36

Highload Anchor HB -SZThe HB-SZ Highload Anchor is designed for medium to heavy duty anchorings in cracked and non-cracked concrete. The high-capacity expansion anchor system combines very high ultimate loads with small anchor spacings and edge distances.→ Page 43 - 45

Drop-in Anchor HB -EThe Drop-in Anchor with internalthread for throughbolt installationcompletes the range. It is used in non-cracked oncrete, primarily for fi xing light-weight ceiling claddings and suspended ceilings. The HB-E anchor in stainless steel or with a galvanized fi nish is available for a wide range of applications. → Page 46 - 50

ServiceOur Technical Applicationdepartment or our Technical FieldService will advise you from thesmallest detail to solutions forcomplete construction projects.

Design software → Page 51

Fire resistance tables → Page 52 - 53

Design aids→ Page 54 - 71

Fire testet


30

Wedge Anchor HB -BZ-U GV

With large washer EN ISO 7093 (DIN 9021)




mm

Setting depth

mm

Fixture thickness

tfixmm

Anchor length

mm

Ø washer

mm

Thread

mm

Unit

piece

Weight per pack.

kg

HB-BZ-U 8-10/75 GV 0432.270-00001 8x60 52 10 75 24 M8x20 100 3.49

HB-BZ-U 8-15/80 GV 0432.270-00002 8x60 52 15 80 24 M8x25 100 3.64

HB-BZ-U 8-30/95 GV 0432.270-00003 8x60 52 30 95 24 M8x40 100 4.13

HB-BZ-U 8-50/115 GV 0432.270-00004 8x60 52 50 115 24 M8x60 100 4.45

HB-BZ-U 10-10/90 GV 0432.270-00005 10x75 67 10 90 30 M10x20 50 3.45

HB-BZ-U 10-15/95 GV 0432.270-00006 10x75 67 15 95 30 M10x25 50 3.57

HB-BZ-U 10-20/100 GV 0432.270-00007 10x75 67 20 100 30 M10x30 50 3.70

HB-BZ-U 10-30/110 GV 0432.270-00008 10x75 67 30 110 30 M10x40 50 3.95

HB-BZ-U 10-50/130 GV 0432.270-00009 10x75 67 50 130 30 M10x60 50 4.45

HB-BZ-U 10-100/180 GV 0432.270-00026 10x75 67 100 180 30 M10x80 50 6.33

HB-BZ-U 10-150/230 GV 0432.270-00027 10x75 67 150 230 30 M10x80 50 7.63

HB-BZ-U 12-15/110 GV 0432.270-00010 12x90 80 15 110 37 M12x30 25 2.96

HB-BZ-U 12-30/125 GV 0432.270-00011 12x90 80 30 125 37 M12x45 25 3.22

HB-BZ-U 12-50/145 GV 0432.270-00012 12x90 80 50 145 37 M12x65 25 3.59

HB-BZ-U 12-125/220 GV 0432.270-00013 12x90 80 125 220 37 M12x80 25 5.42

HB-BZ-U 12-160/255 GV 0432.270-00014 12x90 80 160 255 37 M12x80 20 4.77

HB-BZ-U 16-25/145 GV 0432.270-00015 16x110 100 25 145 50 M16x45 20 5.27

HB-BZ-U 16-100/220 GV 0432.270-00016 16x110 100 100 220 50 M16x80 10 4.01

HB-BZ-U 16-140/260 GV 0432.270-00017 16x110 100 140 260 50 M16x80 10 4.71

HB-BZ-U 16-180/300 GV 0432.270-00018 16x110 100 180 300 50 M16x80 10 6.08

HB-BZ-U 20-30/165 GV 0432.270-00019 20x125 114 30 165 60 M20x50 10 5.43

HB-BZ-U 20-60/195 GV 0432.270-00020 20x125 114 60 195 60 M20x70 10 6.05

HB-BZ-U 20-100/235 GV 0432.270-00021 20x125 114 100 235 60 M20x80 5 4.13

HB-BZ-U 20-130/265 GV 0432.270-00022 20x125 114 130 265 60 M20x80 5 4.22

HB-BZ-U 20-150/285 GV 0432.270-00023 20x125 114 150 285 60 M20x80 5 4.35

HB-BZ-U 24-30/190 GV 0432.270-00024 24x145 133 30 190 72 M24x55 10 7.95

HB-BZ-U 24-60/220 GV 0432.270-00025 24x145 133 60 220 72 M24x85 5 5.05


ETA-07/02501

Wedge Anchor HB-BZ zinc plated - for cracked and non-cracked concrete

MECHANICAL HEAVY DUTY ANCHORS

Wedge Anchor HB -BZ

Wedge Anchor HB -BZ-U

Description

The HB -BZ Wedge Anchor (ETA, Option 1)combines heavy approved loads with smallspacings and edge distances. The expansioncone has been covered with a durable, heatre-sistant anti-friction coating that prevents any direct contact between the cone and spreader sleeve and makes sure that the anchor will keep expanding in the event of cracks forming in the concrete.

Applications

Anchoring medium to heavy loads in crackedand non-cracked concrete inside buildings indry situations: supports, steel beams, railings,cable trays, timber constructions, brackets.


M 8 - M 24

approvedBZ M 10 - BZ M 16

Preference anchor, HALFEN applications

=

Fire testet


31

Wedge Anchor HB -BZ GV

Steel zinc plated


Designation Article numberDrill holeØ x depth

mm

Setting depthmm

Fixture thickness tfix

mm

Anchor length mm

Thread

mm

Unit

piece

Weight per package

kg

HB-BZ 8-10/75 GV 0432.260-00001 8x60 52 10 75 M8x20 100 3.05

HB-BZ 8-15/80 GV 0432.260-00002 8x60 52 15 80 M8x25 100 3.20

HB-BZ 8-30/95 GV 0432.260-00003 8x60 52 30 95 M8x40 100 3.69

HB-BZ 8-50/115 GV 0432.260-00004 8x60 52 50 115 M8x60 100 4.01

HB-BZ 8-100/165 GV 0432.260-00005 8x60 52 100 165 M8x80 50 2.81

HB-BZ 10-10/90 GV 0432.260-00006 10x75 67 10 90 M10x20 50 3.02

HB-BZ 10-15/95 GV 0432.260-00007 10x75 67 15 95 M10x25 50 3.14

HB-BZ 10-20/100 GV 0432.260-00008 10x75 67 20 100 M10x30 50 3.26

HB-BZ 10-30/110 GV 0432.260-00009 10x75 67 30 110 M10x40 50 3.52

HB-BZ 10-50/130 GV 0432.260-00010 10x75 67 50 130 M10x60 50 4.02

HB-BZ 10-75/155 GV 0432.260-00011 10x75 67 75 155 M10x80 50 4.65

HB-BZ 10-100/180 GV 0432.260-00039 10x75 67 100 180 M10x80 50 5.90

HB-BZ 10-150/230 GV 0432.260-00040 10x75 67 150 230 M10x80 50 7.20

HB-BZ 12-15/110 GV 0432.260-00012 12x90 80 15 110 M12x30 25 2.57

HB-BZ 12-20/115 GV 0432.260-00013 12x90 80 20 115 M12x35 25 2.65

HB-BZ 12-30/125 GV 0432.260-00014 12x90 80 30 125 M12x45 25 2.82

HB-BZ 12-50/145 GV 0432.260-00015 12x90 80 50 145 M12x65 25 3.19

HB-BZ 12-65/160 GV 0432.260-00016 12x90 80 65 160 M12x80 25 3.46

HB-BZ 12-85/180 GV 0432.260-00017 12x90 80 85 180 M12x80 25 3.81

HB-BZ 12-105/200 GV 0432.260-00018 12x90 80 105 200 M12x80 25 4.60

HB-BZ 12-125/220 GV 0432.260-00019 12x90 80 125 220 M12x80 25 5.03

HB-BZ 12-145/240 GV 0432.260-00020 12x90 80 145 240 M12x80 20 4.40

HB-BZ 12-160/255 GV 0432.260-00021 12x90 80 160 255 M12x80 20 4.46

HB-BZ 12-190/285 GV 0432.260-00037 12x90 80 190 285 M12x80 20 5.12

HB-BZ 16-15/135 GV 0432.260-00022 16x110 100 15 135 M16x35 20 4.42

HB-BZ 16-25/145 GV 0432.260-00023 16x110 100 25 145 M16x45 20 4.68

HB-BZ 16-50/170 GV 0432.260-00024 16x110 100 50 170 M16x70 20 5.33

HB-BZ 16-80/200 GV 0432.260-00025 16x110 100 80 200 M16x80 10 3.00

HB-BZ 16-100/220 GV 0432.260-00026 16x110 100 100 220 M16x80 10 3.70

HB-BZ 16-140/260 GV 0432.260-00027 16x110 100 140 260 M16x80 10 4.40

HB-BZ 16-180/300 GV 0432.260-00028 16x110 100 180 300 M16x80 10 5.77

HB-BZ 20-30/165 GV 0432.260-00029 20x125 114 30 165 M20x50 10 4.83

HB-BZ 20-60/195 GV 0432.260-00030 20x125 114 60 195 M20x70 10 5.45

HB-BZ 20-100/235 GV 0432.260-00031 20x125 114 100 235 M20x80 5 3.53

HB-BZ 20-130/265 GV 0432.260-00032 20x125 114 130 265 M20x80 5 3.65

HB-BZ 20-150/285 GV 0432.260-00033 20x125 114 150 285 M20x80 5 3.75

HB-BZ 24-30/190 GV 0432.260-00034 24x145 133 30 190 M24x55 10 6.90

HB-BZ 24-60/220 GV 0432.260-00035 24x145 133 60 220 M24x85 5 4.00

HB-BZ 24-75/235 GV 0432.260-00036 24x145 133 75 235 M24x100 5 4.15

HB-BZ 24-100/260 GV 0432.260-00038 24x145 133 100 260 M24x125 5 4.52


Nm

90°



Installation


32

Extract from Admissible Service Conditions of ETA-07/0250Loads and performance data Wedge Anchor HB -BZ M 8 M 10 M 12 M 16 M 20 M 24

cracked concrete

Approved loads, tension C20/25 appr. N [kN] 2.4 4.3 5.7 11.9 17.1 21.1

C25/30 appr. N [kN] 2.6 4.7 6.3 13.1 18.9 23.3

C30/37 appr. N [kN] 2.9 5.2 7.0 14.5 20.9 25.8

C40/50 appr. N [kN] 3.4 6.0 8.1 16.8 24.2 29.8

C50/60 appr. N [kN] 3.7 6.6 8.9 18.5 26.6 32.8


Approved loads, tension C20/25 appr. N [kN] 5.7 7.6 9.5 16.7 24.0 29.6C25/30 appr. N [kN] 6.3 8.4 10.5 18.3 26.4 32.6

C30/37 appr. N [kN] 7.0 9.3 11.6 20.3 29.3 36.1

C40/50 appr. N [kN] 7.5 10.7 13.4 23.5 33.8 41.7

C50/60 appr. N [kN] 7.5 11.8 14.8 25.8 37.2 45.9

cracked and non-cracked concrete

Approved loads, shear C20/25 appr. V [kN] 8.6 12.6 18.0/18.9 26.9/34.3 34.3/37.1 42.3/59.2

C25/30 appr. V [kN] 8.6 12.6 18.9 29.6/34.3 37.1 46.5/65.1

Approved bending moment appr. M [Nm] 13.1 26.9 46.9 119.4 195.0 513.1

Spacing and edge distanceEffective anchorage depth hef [mm] 46 60 65 85 100 115

Characteristic spacing scr, N [mm] 138 180 195 255 300 345

Characteristic edge distance ccr, N [mm] 69 90 97.5 127.5 150 172.5

cracked concreteMin. spacing / for edge distance c smin / c [mm] 40 / 70 45 / 70 60 / 100 60 / 100 95 / 150 100 / 180

Min. edge distance / for spacing s cmin / s [mm] 40 / 80 45 / 90 60 / 140 60 / 180 95 / 200 100 / 220

non-cracked concreteMin. spacing / for edge distance c smin / c [mm] 40 / 80 45 / 70 60 / 120 65 / 120 90 / 180 100 / 180

Min. edge distance / for spacing s cmin / s [mm] 50 / 100 50 / 100 75 / 150 80 / 150 130 / 240 100 / 220

Min. thickness building component hmin [mm] 100 120 130 170 200 230

Spacing and edge distance for reduced minimum thickness of building componentcracked concrete

Min. spacing / for edge distance c smin / c [mm] 40 / 70 45 / 90 60 / 100 70 / 160 - -

Min. edge distance / for spacing s cmin / s [mm] 40 / 80 50 / 115 60 / 140 80 / 180 - -

non-cracked concreteMin. spacing / for edge distance c smin / c [mm] 40 / 80 60 / 140 60 / 120 80 / 180 - -

Min. edge distance / for spacing s cmin / s [mm] 50 / 100 90 / 140 75 / 150 90 / 200 - -Min. thickness building component hmin, red [mm] 80 100 110 140 - -

Installation parametersDrill hole diameter do [mm] 8 10 12 16 20 24

Diameter clearance hole in fixture df [mm] 9 12 14 18 22 26

Depth of drill hole h1 [mm] 60 75 90 110 125 145

Installation torque Tinst [Nm] 20 25 45 90 160 200Width across nut SW [mm] 13 17 19 24 30 36


Tinst

M

≥ hmin

hef

d0

tfix

s

cc

h

s

ETA-07/02501



Extract from Admissible Service Conditions of ETA-07/0250Approved loads for anchors without influence of spacing and edge distance.Total safety factor as per ETAG included (γM and γF)

Anchor length



33

Wedge Anchor HB -BZ A4



mm

Setting depth

mm

Fixture thickness

tfixmm

Anchor length

mm

Thread

mm

Unit

piece

Weight per package

kg

HB-BZ 8-10/75 A4 0432.040-00001 8x60 52 10 75 M8x20 100 3.05

HB-BZ 8-15/80 A4 0432.040-00009 8x60 52 15 80 M8x25 100 3.20

HB-BZ 8-30/95 A4 0432.040-00010 8x60 52 30 95 M8x40 100 3.69

HB-BZ 8-50/115 A4 0432.040-00002 8x60 52 50 115 M8x60 100 4.01

HB-BZ 10-10/90 A4 0432.040-00003 10x75 67 10 90 M10x20 50 3.02

HB-BZ 10-15/95 A4 0432.040-00011 10x75 67 15 95 M10x25 50 3.14

HB-BZ 10-30/110 A4 0432.040-00012 10x75 67 30 110 M10x40 50 3.52

HB-BZ 10-50/130 A4 0432.040-00004 10x75 67 50 130 M10x60 50 4.02

HB-BZ 12-15/110 A4 0432.040-00005 12x90 80 15 110 M12x30 25 2.57

HB-BZ 12-20/115 A 0432.040-00013 12x90 80 20 115 M12x35 25 2.65

HB-BZ 12-30/125 A4 0432.040-00014 12x90 80 30 125 M12x45 25 2.82

HB-BZ 12-50/145 A4 0432.040-00006 12x90 80 50 145 M12x65 25 3.19

HB-BZ 12-85/180 A4 0432.040-00015 12x90 80 85 180 M12x80 25 3.81

HB-BZ 12-125/220 A4 0432.040-00016 12x90 80 125 220 M12x80 25 5.03

HB-BZ 12-160/255 A4 0432.040-00023 12x90 80 160 255 M12x80 20 4.67

HB-BZ 12-180/275 A4 0432.040-00024 12x90 80 180 275 M12x80 20 5.01

HB-BZ 12-190/285 A4 0432.040-00025 12x90 80 190 285 M12x80 20 5.18

HB-BZ 16-25/145 A4 0432.040-00007 16x110 100 25 145 M16x45 20 4.90

HB-BZ 16-50/170 A4 0432.040-00008 16x110 100 50 170 M16x70 20 5.80

HB-BZ 16-100/220 A4 0432.040-00017 16x110 100 100 220 M16x80 10 3.70

HB-BZ 20-30/165 A4 0432.040-00018 20x125 114 30 165 M20x50 10 4.83

HB-BZ 20-60/195 A4 0432.040-00019 20x125 114 60 195 M20x70 10 5.45

HB-BZ 20-100/235 A4 0432.040-00020 20x125 114 100 235 M20x80 5 3.53

HB-BZ 20-130/265 A4 0432.040-00021 20x125 114 130 265 M20x80 5 3.65

HB-BZ 20-150/285 A4 0432.040-00022 20x125 114 150 285 M20x80 5 3.75

Other lengths on request


Stainless steel A4

Fire testet

M 8 - M 20


ETA-07/02491

Wedge Anchor HB-BZ A4 stainless steel - for cracked and non-cracked concrete


DescriptionThe HB-BZ A4 Wedge Anchor (ETA, Option 1) combines heavy approved loads with small spacings and edge distances. The expansion cone has been covered with a durable, heat-resistant anti-friction coating that prevents any direct contact between the cone and spreader sleeve and makes sure that the anchor will keep expanding in the event of cracks forming in the concrete.

Wedge Anchor HB -BZ-U A4

Wedge Anchor HB -BZ A4

ApplicationsAnchoring A4 medium heavy loads in dry rooms or also in the open or in damp rooms without aggressive conditions. To be used in cracked and non-cracked concrete: Columns, steel beams, brackets, gates, rails, façade sub-structures.



=


34

Wedge Anchor HB-BZ-U A4



mm

Setting depth

mm

Fixture thickness

tfixmm

Anchor length

mm

Ø U-washer

mm

Thread

mm

Unit

piece

Weight per package

kg

HB -BZ-U 8-10/75 A4 0432.250-00001 8x60 52 10 75 24 M8x20 100 3.49

HB -BZ-U 8-15/80 A4 0432.250-00002 8x60 52 15 80 24 M8x25 100 3.64

HB -BZ-U 8-30/95 A4 0432.250-00004 8x60 52 30 95 24 M8x40 100 4.13

HB -BZ-U 8-50/115 A4 0432.250-00005 8x60 52 50 115 24 M8x60 100 4.45

HB -BZ-U 10-10/90 A4 0432.250-00006 10x75 67 10 90 30 M10x20 50 3.45

HB -BZ-U 10-15/95 A4 0432.250-00007 10x75 67 15 95 30 M10x25 50 3.57

HB -BZ-U 10-30/110 A4 0432.250-00008 10x75 67 30 110 30 M10x40 50 3.95

HB -BZ-U 10-50/130 A4 0432.250-00009 10x75 67 50 130 30 M10x60 50 4.45

HB -BZ-U 12-15/110 A4 0432.250-00010 12x90 80 15 110 37 M12x30 25 2.96

HB -BZ-U 12-30/125 A4 0432.250-00011 12x90 80 30 125 37 M12x45 25 3.22

HB -BZ-U 12-50/145 A4 0432.250-00012 12x90 80 50 145 37 M12x65 25 3.59

HB -BZ-U 12-125/220 A4 0432.250-00013 12x90 80 125 220 37 M12x80 25 5.42

HB -BZ-U 12-160/255 A4 0432.250-00021 12x90 80 160 255 37 M12x80 20 5.07

HB -BZ-U 12-180/275 A4 0432.250-00022 12x90 80 180 275 37 M12x80 20 5.41

HB -BZ-U 12-190/285 A4 0432.250-00023 12x90 80 190 285 37 M12x80 20 5.58

HB -BZ-U 16-25/145 A4 0432.250-00014 16x110 100 25 145 50 M16x45 20 5.27

HB -BZ-U 16-100/220 A4 0432.250-00015 16x110 100 100 220 50 M16x80 10 4.01

HB -BZ-U 20-30/165 A4 0432.250-00016 20x125 114 30 165 60 M20x50 10 5.43

HB -BZ-U 20-60/195 A4 0432.250-00017 20x125 114 60 195 60 M20x70 10 6.05

HB -BZ-U 20-100/235 A4 0432.250-00018 20x125 114 100 235 60 M20x80 5 4.13

HB -BZ-U 20-130/265 A4 0432.250-00019 20x125 114 130 265 60 M20x80 5 4.22

HB -BZ-U 20-150/285 A4 0432.250-00020 20x125 114 150 285 60 M20x80 5 4.35

Other lengths on request


With large washer EN ISO 7093 (DIN 9021)

M

s

cc

h

s

Tinst

≥ hmin

hef

d0

tfix

90°

Nm



Insta l la t ion


=

Spacing and edge distances:

Anchor length


35

Extract from Admissible Service Conditions of ETA-07/0249

Loads and performance data Wedge Anchor HB -BZ A4 M 8 M 10 M 12 M 16 M 20

cracked concrete

Approved loads, tension C20/25 app. N [kN] 2.4 4.3 5.7 11.9 17.1

C25/30 app. N [kN] 2.6 4.7 6.3 13.1 18.9

C30/37 app. N [kN] 2.9 5.2 7.0 14.5 20.9

C40/50 app. N [kN] 3.4 6.0 8.1 16.8 24.2

C50/60 app. N [kN] 3.7 6.6 8.9 18.5 26.6


Approved loads, tension C20/25 app. N [kN] 5.7 7.6 9.5 16.7 24.0

C25/30 app. N [kN] 6.3 8.4 10.5 18.3 26.4

C30/37 app. N [kN] 7.0 9.3 11.6 20.3 29.3

C40/50 app. N [kN] 7.6 10.7 13.4 23.5 33.8

C50/60 app. N [kN] 7.6 11.8 14.8 25.8 37.2

cracked and non-cracked concrete

Approved loads, shear C20/25 app. V [kN] 7.4 11.4 17.1 26.9/31.4 34.3/43.9

≥ C25/30 app. V [kN] 7.4 11.4 17.1 29.6/31.4 37.7/43.9

Approved bending moment app. M [Nm] 14.9 29.7 52.6 133.1 231.6


Effective anchorage depth hef [mm] 46 60 65 85 100

Characteristic spacing scr. N [mm] 138 180 195 255 300

Characteristic edge distance ccr. N [mm] 69 90 97.5 127.5 150

cracked concrete

Min. spacing / for edge distance c smin / c [mm] 40 / 70 50 / 75 60 / 100 60 / 100 95 / 150

Min. edge distance / for spacing s cmin / s [mm] 40 / 80 55 / 90 60 / 140 60 / 180 95 / 200


Min. spacing / for edge distance c smin / c [mm] 40 / 80 50 / 75 60 / 120 65 / 120 90 / 180

Min. edge distance / for spacing s cmin / s [mm] 50 / 100 60 / 120 75 / 150 80 / 150 130 / 240

Min. thickness building component hmin [mm] 100 120 130 160 200

Spacing and edge distance for reduced minimum thickness of building component

cracked concrete

Min. spacing / for edge distance c smin / c [mm] 40 / 70 45 / 90 60 / 100 70 / 160 -

Min. edge distance / for spacing s cmin / s [mm] 40 / 80 50 / 115 60 / 140 80 / 180 -


Min. spacing / for edge distance c smin / c [mm] 40 / 80 60 / 140 60 / 120 80 / 180 -

Min. edge distance / for spacing s cmin / s [mm] 50 / 100 90 / 140 75 / 150 90 / 200 -

Min. thickness building component hmin. red [mm] 80 100 110 140 -


Drill hole diameter do [mm] 8 10 12 16 20

Diameter clearance hole in fixture df [mm] 9 12 14 18 22

Depth of drill hole h1 [mm] 60 75 90 110 125

Installation torque Tinst [Nm] 20 35 50 110 200

Width across nut SW [mm] 13 17 19 24 30


ETA07/02491





36

Wedge Anchor HB-BZ HCR


Highly corrosion resistant stainless steel, grade 1.4529

M 8 - M 20

Nm

90°

Wedge Anchor HB-BZ HCR stainless steel – for cracked and non-cracked concrete


Description

The HB -BZ HCR Wedge Anchor combines heavy approved loads with small spacings and edge distances. The expansion cone has been covered with a durable, heat-resistant anti-friction coating that prevents any direct contact between the cone and spreader sleeve and makes sure that the anchor will keep expanding in the event of cracks forming in the concrete.

Applications

For fixing medium to heavy loads in damp rooms or particularly aggressive conditions (continuous immersion in seawater, exposed to seawater spray, atmosphere with chlo-rine content in swimmingpool halls or with extreme chemical cross-linking, or in road tun-nels which are exposed to deicing substances).


Highly corrosion resistant stainless steel, grade 1.4529 (HCR)

Wedge Anchor HB -BZ HCR

Installation

On req

uest

On req

uest


Fire testet


37

Wedge Anchor HB -B - U G V

Steel zinc plated; with large washer EN ISO 7094 (DIN 440)


Designation Article number Drill holeØ

mm

Drill holedepthmm

Setting depth

mm

Fixture thickness tfixmm

Anchor lengthmm

Thread

mm

Unit

piece

Weight per pack.

kg

h1 h1,red hnom hnom,red tfi x tfi x,red

HB-B-U 12-85-100/180 GV 0432.310-00001 12 90 75 80 65 85 100 180 M12x80 25 4,61

HB-B-U 12-105-120/200 GV 0432.310-00002 12 90 75 80 65 105 120 200 M12x80 25 5,06

HB-B-U 12-125-140/220 GV 0432.310-00003 12 90 75 80 65 125 140 220 M12x80 25 5,47

HB-B-U 12-145-160/240 GV 0432.310-00004 12 90 75 80 65 145 160 240 M12x80 20 4,80

HB-B-U 12-160-175/255 GV 0432.310-00005 12 90 75 80 65 160 175 255 M12x80 20 5,07

HB-B-U 12-190-205/285 GV 0432.310-00006 12 90 75 80 65 190 205 285 M12x80 20 5,62

HB-B-U 12-230-245/325 GV 0432.310-00007 12 90 75 80 65 230 245 325 M12x80 20 6,60

HB-B-U 12-260-275/355 GV 0432.310-00008 12 90 75 80 65 260 275 355 M12x80 10 3,48

HB-B-U 16-80-98/200 GV 0432.310-00009 16 110 95 98 65 80 98 200 M16x80 10 3,75

HB-B-U 16-100-118/220 GV 0432.310-00010 16 110 95 98 65 100 118 220 M16x80 10 4,07

HB-B-U 16-130-148/250 GV 0432.310-00011 16 110 95 98 65 130 148 250 M16x80 10 4,55

HB-B-U 16-165-183/285 GV 0432.310-00012 16 110 95 98 65 165 183 285 M16x80 10 5,21

HB-B-U 16-200-218/320 GV 0432.310-00013 16 110 95 98 65 200 218 320 M16x80 10 5,64

Ø Washer M12 EN ISO 7094 = 44 mm Ø Washer M16 EN ISO 7094 = 56 mm. Reduced effective anchorage depth (observe reduced loads).

M 8, M 10approved

M 10 - M 16

Nm

90°

ETA-07/02487

Wedge Anchor HB-B zinc plated steel - for non-cracked concrete


Installation

Description

The HB -B Wedge Anchor (ETA option 7) is a highly efficient throughbolt for fixing suspen-ded ceilings and similar fixtures in non-cracked concrete. It combines high load-bearing capa-bilities with small anchor spacings and edge distances. There are 150 different sizes and models for a wide range of uses in medium to heavy-duty applications. Approved sizes with stainless steel expansion sleeve.

Applications

For anchoring any of the following in non -cracked concrete in dry interior rooms: suspended ceilings as per DIN 18 168 and similar fastenings (M6 – M10), supports, metal constructions, steel beams, shelf feet, pipe lines.


Wedge Anchor HB -B Wedge Anchor HB -B-U

Fire tested


38

Wedge Anchor HB -B GV

Designation Article number Drill holeØ

mm

Drill holedepth

mm

Setting depth

mm

Fixture thickness tfixmm

Anchor length

mm

Thread

mm

Unit

piece

Weight per pack.

kg


HB-B 6-5/40 GV 0432.060-00059 6 - 35 - 30 - 5 40 M6x16 100 1.12HB-B 6-5-15/52 GV 0432.060-00140 6 55 45 48 38 5 15 52 M6x20 100 1.38HB-B 6-10-20/67 GV 0432.060-00060 6 55 45 48 38 10 20 67 M6x30 100 1.62HB-B 6-15-25/72 GV 0432.060-00141 6 55 45 48 38 15 25 72 M6x35 100 1.74HB-B 6-25-35/82 GV 0432.060-00061 6 55 45 48 38 25 35 82 M6x35 100 2.07HB-B 6-30-40/87 GV 0432.060-00142 6 55 45 48 38 30 40 87 M6x35 100 2.20HB-B 6-40-50/97 GV 0432.060-00062 6 55 45 48 38 40 50 97 M6x35 100 2.35

HB-B 8-5/50 GV 0432.060-00063 8 - 45 - 35 - 5 50 M8x22 100 2.32HB-B 8-10/60 GV 0432.060-00064 8 - 50 - 40 - 10 60 M8x25 100 2.74HB-B 8-10-19/75 GV 0432.060-00065 8 65 55 55 46 10 19 75 M8x40 100 3.44HB-B 8-15-24/80 GV 0432.060-00045 8 65 55 55 46 15 24 80 M8x45 100 3.55HB-B 8-20-29/85 GV 0432.060-00046 8 65 55 55 46 20 29 85 M8x50 100 3.84HB-B 8-25-34/90 GV 0432.060-00066 8 65 55 55 46 25 34 90 M8x55 100 4.00HB-B 8-30-39/95 GV 0432.060-00047 8 65 55 55 46 30 39 95 M8x60 100 4.19HB-B 8-35-44/100 GV 0432.060-00143 8 65 55 55 46 35 44 100 M8x65 100 4.35HB-B 8-45-54/110 GV 0432.060-00067 8 65 55 55 46 45 54 110 M8x75 100 4.78HB-B 8-55-64/120 GV 0432.060-00068 8 65 55 55 46 55 64 120 M8x85 100 5.09

HB-B 10-10/60 GV 0432.060-00048 10 - 50 - 40 - 10 60 M10x25 50 2.31HB-B 10-10-16/85 GV 0432.060-00069 10 70 65 60 54 10 16 85 M10x40 50 3.00HB-B 10-15-21/90 GV 0432.060-00049 10 70 65 60 54 15 21 90 M10x45 50 3.06HB-B 10-20-26/95 GV 0432.060-00070 10 70 65 60 54 20 26 95 M10x50 50 3.26HB-B 10-30-36/105 GV 0432.060-00071 10 70 65 60 54 30 36 105 M10x60 50 3.47HB-B 10-45-51/120 GV 0432.060-00072 10 70 65 60 54 45 51 120 M10x75 50 4.00HB-B 10-50-56/125 GV 0432.060-00073 10 70 65 60 54 50 59 125 M10x80 50 4.21HB-B 10-70-76/145 GV 0432.060-00074 10 70 65 60 54 70 76 145 M10x80 50 4.84HB-B 10-100-106/175 GV 0432.060-00075 10 70 65 60 54 100 106 175 M10x80 50 5.70HB-B 10-140-146/215 GV 0432.060-00076 10 70 65 60 54 140 146 215 M10x80 25 3.79

HB-B 12-5/75 GV 0432.060-00077 12 - 65 - 55 - 5 75 M12x30 25 2.10HB-B 12-10/95 GV 0432.060-00050 12 - 80 - 70 - 10 95 M12x50 25 2.50HB-B 12-10-25/105 GV 0432.060-00144 12 90 75 80 65 10 25 105 M12x60 25 2.55HB-B 12-15-30/110 GV 0432.060-00051 12 90 75 80 65 15 30 110 M12x65 25 2.62HB-B 12-20-35/115 GV 0432.060-00078 12 90 75 80 65 20 35 115 M12x70 25 2.84HB-B 12-30-45/125 GV 0432.060-00052 12 90 75 80 65 30 45 125 M12x70 25 3.11HB-B 12-50-65/145 GV 0432.060-00079 12 90 75 80 65 50 65 145 M12x100 25 3.48HB-B 12-65-80/160 GV 0432.060-00080 12 90 75 80 65 65 80 160 M12x100 25 3.82HB-B 12-85-100/180 GV 0432.060-00081 12 90 75 80 65 85 100 180 M12x100 25 4.21HB-B 12-105-120/200 GV 0432.060-00082 12 90 75 80 65 105 120 200 M12x100 25 4.64HB-B 12-125-140/220 GV 0432.060-00083 12 90 75 80 65 125 140 220 M12x80 25 5.10HB-B 12-145-160/240 GV 0432.060-00084 12 90 75 80 65 145 160 240 M12x80 20 4.48HB-B 12-160-175/255 GV 0432.060-00085 12 90 75 80 65 160 175 255 M12x80 20 4.75HB-B 12-190-205/285 GV 0432.060-00086 12 90 75 80 65 190 205 285 M12x80 20 5.30HB-B 12-230-245/325 GV 0432.060-00087 12 90 75 80 65 230 245 325 M12x80 20 6.00HB-B 12-260-275/355 GV 0432.060-00088 12 90 75 80 65 260 275 355 M12x80 20 6.30

HB-B 16-5/90 GV 0432.060-00089 16 - 75 - 65 - 5 90 M16x35 20 3.36HB-B 16-15/115 GV 0432.060-00053 16 - 90 - 80 - 15 115 M16x60 20 4.14HB-B 16-10-28/130 GV 0432.060-00145 16 110 95 98 82 10 28 130 M16x70 20 4.50HB-B 16-30-48/150 GV 0432.060-00054 16 110 95 98 82 30 48 150 M16x90 20 5.04HB-B 16-60-78/180 GV 0432.060-00055 16 110 95 98 82 60 78 180 M16x110 20 6.01HB-B 16-80-98/200 GV 0432.060-00090 16 110 95 98 82 80 98 200 M16x110 10 3.45HB-B 16-100-118/220 GV 0432.060-00056 16 110 95 98 82 100 118 220 M16x80 10 3.77HB-B 16-130-148/250 GV 0432.060-00091 16 110 95 98 82 130 148 250 M16x80 10 4.25HB-B 16-165-183/285 GV 0432.060-00092 16 110 95 98 82 165 183 285 M16x80 10 4.91HB-B 16-200-218/320 GV 0432.060-00093 16 110 95 98 82 200 218 320 M16x80 10 5.34

HB-B 20-10/120 GV 0432.060-00146 20 - 100 - 90 - 10 120 M20x50 10 3.41

HB-B 20-5-27/150 GV 0432.060-00057 20 130 110 120 98 5 27 150 M20x70 10 4.06HB-B 20-20-42/165 GV 0432.060-00147 20 130 110 120 98 20 42 165 M20x70 10 4.58HB-B 20-35-57/180 GV 0432.060-00094 20 130 110 120 98 35 57 180 M20x70 10 4.96HB-B 20-60-82/205 GV 0432.060-00058 20 130 110 120 98 60 82 205 M20x70 10 5.55HB-B 20-95-117/240 GV 0432.060-00095 20 130 110 120 98 95 117 240 M20x70 10 6.50

Not part of approval Reduced effective anchorage depth (observe reduced loads).

Approved for non-cracked concreteSteel zinc plated




39

Extract from Admissible Service Conditions of ETA-07/0248Loads and performance data Wedge Anchor HB -B GV M 6 M 8 M 10 M 12 M 16 M 20

Standard effective anchorge depth hef [mm] 40 - 44 - 48 - 65 - 82 - 100 -

Reduced effective anchorge depth hef, red [mm] - 30 - 35 - 42 - 50 - 64 - 78

cracked concrete

Approved loads, tension (any angle) app. F [kN] 0.8 0.5 0.8 - 0.8 - - - - - - -


Approved loads, tension C20/25 app. N [kN] 4.1 2.9 5.7 5.0 7.6 6.5 11.9 8.5 16.7 12.3 23.8 16.5

C25/30 app. N [kN] 4.1 3.1 6.3 5.5 8.4 7.2 13.1 9.3 18.3 13.5 26.2 18.2

C30/37 app. N [kN] 4.1 3.5 7.0 6.1 9.3 8.0 14.5 10.4 20.3 15.0 29.0 20.2

C40/50 app. N [kN] 4.1 4.0 7.3 7.0 10.7 9.2 16.7 12.0 23.5 17.3 33.6 23.3

C50/60 app. N [kN] 4.1 4.1 7.3 7.3 11.8 10.1 16.7 13.2 25.8 19.0 36.9 25.6

Approved loads, shear C20/25 app. V [kN] 2.9 2.9 6.3 5.0 8.0 6.5 14.3 8.5 23.6 23.6 37.1 33.1

≥ C25/30 app. V [kN] 2.9 2.9 6.3 5.5 8.8 7.2 14.3 9.3 23.6 23.6 37.1 36.4Approved bending moment app. M [Nm] 5.1 5.1 13.1 13.1 25.7 25.7 44.6 44.6 99.9 99.9 195.0 195.0

Spacings and edge distancesEffective anchorage depth hef [mm] 40 30 44 35 48 42 65 50 82 64 100 78

Characteristic spacing scr, N [mm] 120 90 132 105 144 126 195 150 246 192 300 234

Characteristic edge distance ccr, N [mm] 60 45 66 53 72 63 98 75 123 96 150 117

cracked concrete

Min. spacing smin [mm] 160 160 200 - 200 - - - - - - -

Min. edge distance cmin [mm] 80 80 100 - 100 - - - - - - -

Min. thickness building component hmin [mm] 100 100 150 - 200 - - - - - - --


Min. spacing smin [mm] 35 35 40 40 55 55 75 100 90 100 105 140

Min. edge distance cmin [mm] 40 40 45 45 65 65 90 100 105 100 125 140

Min. thickness building component hmin [mm] 100 80 100 80 100 100 130 100 170 130 200 160

Installation parametersDrill hole diameter do [mm] 6 6 8 8 10 10 12 12 16 16 20 20

Clearance hole diameter in fixture df [mm] 7 7 9 9 12 12 14 14 18 18 22 22

Drill hole depth h1 [mm] 55 45 65 55 70 65 90 75 110 95 130 110

Installation torque Tinst [Nm] 8 8 15 15 30 30 50 50 100 100 200 200

Width across nut SW [mm] 10 10 13 13 17 17 19 19 24 24 30 30

s

cc

h

s

M

M

hmin

hef tfi x

Tinst

h1

hmom

Tinst

hef,red tfi x

hmom,red

h1,red

hmin

ETA-07/02487




C20/25 toC50/60




40

90°

Nm

90°

Nm

Wedge Anchor HB-B HCR stainless steel - for non-cracked concrete


Wedge Anchor HB-B hot-dip galvanized steel - for non-cracked concrete


DescriptionHot-dip galvanized HB -B Wedge Anchors

offer additional corrosion protection in cases

where ordinary galvanized models are not

sufficient and stainless steel versions are not

required.

Applications

For anchoring any of the following in noncra-cked concrete in dry interior rooms: medium to heavy fastenings indoors and in the open: timber and metal constructions, supports, railings, cable trays, brackets.


Wedge Anchor HB -B hot-dip galvanized

Description

The HB-B HCR Wedge Anchor with ETA appro-val (option 7) is the HCR stainless steel version of the tried and tested HB-B Wedge Anchor.

Applications

Medium to heavy loads indoors and in the open: suspended ceilings to DIN 18 168 and compara-

ble fastenings (M6 – M10), metal constructions, brackets, suspended structures, supports.


Wedge Anchor HB -B HCR

Installation

Installation

On req

uest

On req

uest


41

Wedge Anchor HB -B A4

Stainless steel A4



0432.060-

Drill holeØ

mm

Drill holedepth

mm

Setting depth

mm

Fixture thickness

tfix mm

An-chor

lengthmm

Thread

mm

Unit

piece

Weight per

pack.

kg


HB-B 6-5/40 A4 -00001 6 - 35 - 30 - 5 40 M6x16 100 1.12

HB-B 6-5-15/52 A4 -00133 6 - 45 - 38 - 5 52 M6x20 100 1.62

HB-B 6-10-20/67 A4 -00002 6 55 45 48 38 10 20 67 M6x20 100 2.07

HB-B 6-25-35/82 A4 -00003 6 55 45 48 38 25 35 82 M6x20 100 2.35HB-B 6-40-50/97 A4 -00004 6 55 45 48 38 40 50 97 M8x22 100 2.32

HB-B 8-5/50 A4 -00005 8 - 45 - 35 - 5 50 M8x25 100 2.74

HB-B 8-10/60 A4 -00023 8 - 50 - 40 - 10 60 M8x25 100 3.44

HB-B 8-10-19/75 A4 -00024 8 65 55 55 46 10 19 75 M8x25 100 3.55

HB-B 8-15-24/80 A4 -00006 8 65 55 55 46 15 24 80 M8x25 100 3.84

HB-B 8-20-29/85 A4 -00025 8 65 55 55 46 20 29 85 M8x25 100 4.00

HB-B 8-30-39/95 A4 -00007 8 65 55 55 46 30 39 95 M8x25 100 4.19

HB-B 8-45-54/110 A4 -00008 8 65 55 55 46 45 54 110 M8x25 100 4.78HB-B 8-55-64/120 A4 -00009 8 65 55 55 46 55 64 120 M8x25 100 5.09

HB-B 10-10/60 A4 -00026 10 - 50 - 40 - 10 60 M10x25 50 2.31HB-B 10-10-16/85 A4 -00027 10 70 65 60 54 10 16 85 M10x30 50 3.00

HB-B 10-15-21/90 A4 -00010 10 70 65 60 54 15 21 90 M10x30 50 3.06

HB-B 10-20-26/95 A4 -00028 10 70 65 60 54 20 26 95 M10x30 50 3.26

HB-B 10-30-36/105 A4 -00029 10 70 65 60 54 30 36 105 M10x30 50 3.47

HB-B 10-45-51/120 A4 -00011 10 70 65 60 54 45 51 120 M10x30 50 4.00

HB-B 10-50-56/125 A4 -00030 10 70 65 60 54 50 56 125 M10x30 50 4.21

HB-B 10-70-76/145 A4 -00031 10 70 65 60 54 70 76 145 M10x30 50 4.84

HB-B 10-100-106/175 A4 -00012 10 70 65 60 54 100 106 175 M10x30 50 5.70HB-B 10-140-146/215 A4 -00032 10 70 65 60 54 140 146 215 M10x30 25 3.79

HB-B 12-5/75 A4 -00033 12 - 65 - 55 - 5 75 M12x30 25 2.10HB-B 12-10/95 A4 -00034 12 - 80 - 70 - 10 95 M12x50 25 2.50

HB-B 12-10-25/105 A4 -00135 12 90 75 80 65 10 25 105 M12x35 25 2.62

HB-B 12-15-30/110 A4 -00013 12 90 75 80 65 15 30 110 M12x35 25 2.84

HB-B 12-20-35/115 A4 -00014 12 90 75 80 65 20 35 115 M12x35 25 3.11

HB-B 12-30-45/125 A4 -00015 12 90 75 80 65 30 45 125 M12x35 25 3.48

HB-B 12-50-65/145 A4 -00016 12 90 75 80 65 50 65 145 M12x35 25 3.82

HB-B 12-65-80/160 A4 -00035 12 90 75 80 65 65 80 160 M12x80 25 4.21

HB-B 12-85-100/180 A4 -00017 12 90 75 80 65 85 100 180 M12x80 25 4.64

HB-B 12-105-120/200 A4 -00036 12 90 75 80 65 105 120 200 M12x80 25 5.10

HB-B 12-125-140/220 A4 -00037 12 90 75 80 65 125 140 220 M12x80 20 4.48HB-B 12-145-160/240 A4 -00038 12 90 75 80 65 145 160 240 M12x80 20 4.75

HB-B 16-5/90 A4 -00136 16 - 75 - 65 - 5 90 M16x35 20 3.36

HB-B 16-15/115 A4 -00018 16 - 90 - 80 - 15 115 M16x40 20 4.14

HB-B 16-10-28-/130 A4 -00137 16 110 95 98 82 10 28 150 M16x40 20 5.04

HB-B 16-30-48/150 A4 -00019 16 110 95 98 82 30 48 180 M16x40 20 6.01

HB-B 16-60-78/180 A4 -00020 16 110 95 98 82 60 78 200 M16x80 10 3.45

HB-B 16-80-98/200 A4 -00021 16 110 95 98 82 80 98 220 M16x80 10 3.77

HB-B 16-100-118/220 A4 -00039 16 110 95 98 82 100 118 250 M16x80 10 4.25

HB-B 16-130-148/250 A4 -00040 16 110 95 98 82 130 148 285 M16x80 10 4.91HB-B 16-200-218/320 A4 -00138 16 110 95 98 82 200 218 320 M16x80 10 5.34

HB-B 20-5-27/150 A4 -00041 20 130 110 120 98 5 27 150 M20x45 10 4.06HB-B 20-35-57/180 A4 -00042 20 130 110 120 98 35 57 180 M20x45 10 4.96

HB-B 20-60-82/205 A4 -00022 20 130 110 120 98 60 82 205 M20x45 10 5.55

HB-B 20-95-117/240 A4 -00043 20 130 110 120 98 95 117 240 M20x45 10 6.50

Not part of approval. Reduced effective anchorage depth (observe reduced loads).

M 8 - M 10approved

M 10 - M 16

90°

Nm

ETA-07/02477

Fire testet

Wedge Anchor HB-B A4 - for non-cracked concrete


Wedge Anchor HB-B A4

Description

The HB-B A4 Wedge Anchor with ETA approval (option 7) is the stainless steel version of the tried and tested HB-B Wedge Anchor.

Applications

Medium to heavy loads indoors and in the open: suspended ceilings as per DIN 18 168 and compa-rable fastenings (M6 - M10), metal constructions, brackets, suspended structures, supports.


Installation


=


42

Extract from Admissible Service Conditions of 07/0247

Loads and performance data Wedge Anchor HB -B A4 M 6 M 8 M 10 M 12 M 16 M 20

Standard effective anchorage depth hef [mm] 40 - 44 - 48 - 65 - 80 - 100 -Reduced effective anchorage depth hef, red [mm] - 30 - 35 - 42 - 50 - 64 - 78

cracked concrete

Approved loads, tension (any angle) app. F [kN] 2.4 1.6 0.8 - 0.8 - - - - - - -


Approved loads, tension C20/25 app. N [kN] 3.6 2.9 5.7 4.3 7.6 5.7 11.9 8.5 17.2 12.3 24.0 16.5C25/30 app. N [kN] 3.9 3.1 6.3 4.7 8.4 6.3 13.1 9.3 18.9 13.5 26.4 18.2C30/37 app. N [kN] 4.4 3.5 7.0 5.2 9.3 7.0 14.5 10.4 21.0 15.0 29.3 20.2C40/50 app. N [kN] 4.8 4.0 8.1 6.0 10.7 8.1 16.8 12.0 24.2 17.3 33.8 23.3C50/60 app. N [kN] 4.8 4.4 8.6 6.6 11.8 8.9 18.5 13.2 26.6 19.0 37.2 25.6

Approved loads, shear C20/25 app. V [kN] 4.0 3.9 6.9 5.0 8.0 6.5 15.4 8.5 28.6 24.6 43.9 33.1≥C25/30 app. V [kN] 4.0 4.0 6.9 5.5 8.8 7.2 15.4 9.3 28.6 27.0 43.9 36.4

Approved bending moment app. M [Nm] 5.7 5.7 13.7 13.7 28.0 28.0 48.6 48.6 113.7 113.7 231.6 231.6Spacing and edge distance

Effective anchorage depth hef [mm] 40 30 44 35 48 42 65 50 82 64 100 78

Characteristic spacing scr, N [mm] 120 90 132 105 144 126 195 150 246 192 300 234

Characteristic edge distance ccr, N [mm] 60 45 66 53 72 63 98 75 123 96 150 117

cracked concrete

Minimum spacing smin [mm] 50 50 200 - 200 - - - - - - -

Minimum edge distance cmin [mm] 50 50 100 - 100 - - - - - - -

Min.thickness building component hmin [mm] 80 80 150 - 200 - - - - - - --


Min. spacing / for edge distance c smin / c [mm] 35/40 35/40 35/65 60/60 45/70 55/65 60/100 100/100 80/120 110/110 100/150 140/140

Min. edge distance / for spacing s cmin / s [mm] 35/60 40/35 45/110 60/60 55/80 65/55 70/100 100/100 80/140 110/110 100/180 140/140

Min.thickness building component hmin [mm] 100 80 100 80 100 100 130 100 160 130 200 160


Drill hole diameter do [mm] 6 6 8 8 10 10 12 12 16 16 20 20Clearence hole diameter in fixture df [mm] 7 7 9 9 12 12 14 14 18 18 22 22Depth of drill hole h1/h1,red [mm] 55 45 65 55 70 65 90 75 110 95 130 110Installation torque Tinst [Nm] 6 6 15 15 25 25 50 50 100 100 160 160Width across nut SW [mm] 10 10 13 13 17 17 19 19 24 24 30 30

s

cc

h

s

M

M

hmin

hef tfi x

Tinst

h1

hmom

Tinst

hef,red tfi x

hmom,red

h1,red

hmin

ETA-07/02477

Wedge Anchor HB-B A4 - for non-cracked concrete



Z-21.1-1598 contains rules for anchoring light-weight ceiling cladding and suspended ceilings as well as structurally similar fixings (sizes M 6, M 8 und M 10).Ask for our easy to operate design software on CD-ROM or download from www.halfen.com


C20/ bisC50/60


43

Highload Anchor HB-SZ-SK

Steel zinc plated, with countersunk head

ETA approval for cracked and non-cracked concrete



mm

Anchor length L

mm

Thread Unit

piece

Weight per pack.

kgHB-SZ-SK 10- 10/ 70-M 6 GV 0432.340-00001 10 x 65 70 M 6 50 1.97HB-SZ-SK 10- 25/ 85-M 6 GV 0432.340-00002 10 x 65 85 M 6 50 2.36HB-SZ-SK 10- 45/100-M 6 GV 0432.340-00003 10 x 65 105 M 6 50 2.89HB-SZ-SK 12- 10/ 80-M 8 GV 0432.340-00004 12 x 80 80 M 8 50 3.41HB-SZ-SK 12- 25/ 95-M 8 GV 0432.340-00005 12 x 80 95 M 8 50 3.98HB-SZ-SK 12- 50/120-M 8 GV 0432.340-00006 12 x 80 120 M 8 25 2.41HB-SZ-SK 15- 10/ 95-M10 GV 0432.340-00007 15 x 95 95 M 10 25 3.16HB-SZ-SK 15- 25/110-M10 GV 0432.340-00008 15 x 95 110 M 10 25 3.71HB-SZ-SK 15- 35/120-M10 GV 0432.340-00009 15 x 95 120 M 10 25 4.08HB-SZ-SK 15- 50/135-M10 GV 0432.340-00010 15 x 95 135 M 10 25 4.53HB-SZ-SK 18- 20/115-M12 GV 0432.340-00011 18 x 105 115 M 12 20 4.49HB-SZ-SK 18- 40/135-M12 GV 0432.340-00012 18 x 105 135 M 12 20 5.2

M 8 - M 20M 6 - M 12ETA-09/04161

MECHANICAL HEAVY DUTY ANCHORSHighload Anchor HB-SZ zinc plated steel - for cracked and non-cracked concrete

Highload Anchor HB -SZ-S

DescriptionThe Highload Anchor HB-SZ is a torque controlled expansion anchor system (ETA, Option 1), designed for fast through fastening in cracked and non-cracked concrete, available in three versions. It may be used for anchorages with fi re resistance requirements. The HB-SZ is shock approved.

ApplicationsMedium to heavy duty anchorings of base plates, supports, pallet racks, railings in cracked and non-cracked concrete.


Highload Anchor HB -SZ-B

Highload Anchor HB -SZ-SK

Fire tested


44

Highload Anchor HB-SZ-S / HB-SZ-B

Steel zinc plated

ETA approval for cracked and non-cracked concrete


Type SZ-S

Articlenumber

Type SZ-B


mm

Anchor length LType S

mm

Anchor length LType B

mm

Thread Unit

piece

Weight per pack.

kgHB-SZ 10-0 0432.320-00001 0432.330-00001 10x65 65 67 M 6 100 3.3HB-SZ 10-10 0432.320-00002 0432.330-00002 10x65 75 77 M 6 50 2HB-SZ 10-30 0432.320-00003 0432.330-00003 10x65 95 97 M 6 50 2.4HB-SZ 10-50 0432.320-00004 0432.330-00004 10x65 115 117 M 6 50 3.3HB-SZ 10-100 on request 0432.330-00005 10x65 - 167 M 6 25 2.25HB-SZ 12-0 0432.320-00005 0432.330-00006 12x80 75 80 M 8 50 3HB-SZ 12-10 0432.320-00006 0432.330-00007 12x80 85 90 M 8 50 3.3HB-SZ 12-30 0432.320-00007 0432.330-00008 12x80 105 110 M 8 50 4HB-SZ 12-50 0432.320-00008 0432.330-00009 12x80 125 130 M 8 25 2.5HB-SZ 12-100 on request 0432.330-00010 12x80 - 180 M 8 25 3.45HB-SZ 15-0 0432.320-00009 0432.330-00011 15x95 91 96 M 10 25 2.8HB-SZ 15-15 0432.320-00010 0432.330-00012 15x95 106 111 M 10 25 3.2HB-SZ 15-25 0432.320-00011 0432.330-00013 15x95 116 121 M 10 25 3.5HB-SZ 15-45 0432.320-00012 0432.330-00014 15x95 136 141 M 10 25 4HB-SZ 15-95 0432.320-00013 0432.330-00015 15x95 186 191 M 10 25 5.4HB-SZ 18-0 0432.320-00014 0432.330-00016 18x105 107 112 M 12 20 3.8HB-SZ 18-10 0432.320-00015 0432.330-00017 18x105 117 122 M 12 20 4.1HB-SZ 18-20 0432.320-00016 0432.330-00018 18x105 127 132 M 12 20 4.4HB-SZ 18-40 0432.320-00017 0432.330-00019 18x105 147 152 M 12 20 5.1HB-SZ 18-70 0432.320-00018 0432.330-00020 18x105 177 182 M 12 20 6.1HB-SZ 18-100 on request 0432.330-00021 18x105 - 212 M 12 10 3.55HB-SZ 24-0 0432.320-00019 0432.330-00022 24x130 130 137 M 16 10 4.1HB-SZ 24-20 0432.320-00020 0432.330-00023 24x130 150 157 M 16 10 4.7HB-SZ 24-50 0432.320-00021 0432.330-00024 24x130 180 187 M 16 10 5.5HB-SZ 24-100 on request on request 24x130 - 237 M 16 5 3.5HB-SZ 24-0 L 0432.320-00022 0432.330-00026 24x145 150 152 M 16 10 4.7HB-SZ 24-30 L 0432.320-00023 0432.330-00027 24x145 180 182 M 16 10 5.5HB-SZ 24-50 L 0432.320-00024 0432.330-00028 24x145 200 202 M 16 10 6.2HB-SZ 28-10 0432.320-00025 0432.330-00029 28x160 172 181 M 20 10 7.5HB-SZ 28-30 0432.320-00026 0432.330-00030 28x160 192 201 M 20 10 8.5HB-SZ 28-60 0432.320-00027 0432.330-00031 28x160 222 231 M 20 5 5.1HB-SZ 28-100 0432.320-00028 0432.330-00032 28x160 262 271 M 20 5 5.75

Dimensions countersunk head for HB-SZ-SK [mm]

d1 d2 h

HB-SZ-SK 10 M6 16.5 9.5 3.9

HB-SZ-SK 12 M8 20.5 11.5 5.0

HB-SZ-SK 15 M10 24.5 14.5 5.7

HB-SZ-SK 18 M12 29.5 17.5 6.7

Nm

90°

d1

d2

h

45°

Highload Anchor HB-SZ zinc plated steel - for cracked and non-cracked concrete

Installation

Countersunk head type HB-SZ-SK:



45

Tightening torque for HB-SZ-SK (with countersunk head)Ask for our easy to operate design software on CD-ROM or download from www.halfen.com


Loads and performance data Highload Anchor SZ SZ10M 6

SZ12M 8

SZ15M 10

SZ18M 12

SZ24M 10

SZ24LM 16

SZ28M 20

Approved loads, tension cracked concreteC20/25 app. N [kN] 2.4 5.7 7.6 12.3 17.1 21.1 24.0C25/30 app. N [kN] 2.6 6.3 8.4 13.5 18.9 23.3 26.4C30/37 app. N [kN] 2.9 7.0 9.3 15.0 20.9 25.8 29.2C40/50 app. N [kN] 3.4 8.1 10.7 17.3 24.2 29.8 33.8C50/60 app. N [kN] 3.7 8.9 11.8 19.0 26.6 32.8 37.1

non-cracked concreteApproved loads, tension C20/25 app. N [kN] 7.6 9.5 14.3 17.2 24.0 29.6 33.5

C25/30 app. N [kN] 7.6 10.5 15.7 18.9 26.4 32.6 36.9C30/37 app. N [kN] 7.6 11.6 17.4 21.0 29.3 36.1 40.9C40/50 app. N [kN] 7.6 13.4 20.1 24.2 33.8 41.7 47.3C50/60 app. N [kN] 7.6 13.8 21.9 26.6 37.2 45.9 52.0

cracked concrete/non-cracked concrete

Approved loads, shear HB-SZ-S and HB-SZ-SKC20/25 app. V [kN] 10.1 15.9/17.1 20.5/27.5 24.5/34.3 34.3/48.0 42.3/59.2 47.9/67.1

≥ C25/30 app. V [kN] 10.1 17.1 22.6/27.5 27.0/37.8 37.7/52.8 46.5/65.1 52.7/73.8Approved loads, shear HB-SZ-B C20/25 app. V [kN] 9.1 14.0 20.5/20.7 24.5/34.3 34.3/48.0 42.3/52.1 47.9/67.1

≥ C25/30 app. V [kN] 9.1 14.0 20.7 27.0/36.1 37.7/52.1 46.5/52.1 52.7/69.7Approved bending moment app. M [Nm] 6.9 17.1 34.3 60.0 152.0 152.0 296.6


Effective anchorage depth hef [mm] 50 60 71 80 100 115 125Characteristic spacing scr, N [mm] 150 180 213 240 300 345 375Characteristic edge distance ccr, N [mm] 75 90 106.5 120 150 172.5 187.5Min. spacing / for edge distance c smin [mm] 50/80 60/100 70/120 80/160 100/180 100/180 125/300Min. edge distance / for spacing s cmin [mm] 50/100 60/120 70/175 80/200 100/220 100/220 180/540Min.thickness building component hmin [mm] 100 120 140 160 200 230 250


Drill hole diameter do [mm] 10 12 15 18 24 24 28Clearence hole diameter in fixture df [mm] 12 14 17 20 26 26 31Depth of drill hole h0 [mm] 65 80 95 105 130 145 160Installation torque Tinst [Nm] 15/10 30/25 50/55 80/70 160 160 280Width across nut SW [mm] 10 13 17 19 24 24 30Internal hexagon size SWHex [mm] 4 5 6 8 - - -Min.thickness building component SZ-SK tfix≥ [mm] 8 10 14 18 - - -

ETA-09/04161

h ≥ hmin

M

L

hef

Tinst

d0

tfi x

s

cc

h

s

Highload Anchor HB-SZ zinc plated steel - for cracked and non-cracked concrete





46

Wedge Anchor HB -E GV

Steel zinc plated

Approved for concrete



mm

ThreadØ x Length

mm

Unitpiece

Weight per package

kg

HB -E M 5 GV 0433.040-00001 8 x 25 M5 x 10 100 0.82

HB -E M 6 GV 0433.040-00002 8 x 30 M6 x 13 100 0.79

HB -E M 8 GV 0433.040-00003 10 x 30 M8 x 13 100 1.24

HB -E M 8 x 40 GV 0433.040-00004 10 x 40 M8 x 20 100 1.55

HB -E M 10 GV 0433.040-00005 12 x 40 M10 x 15 50 1.17

HB -E M 12 GV 0433.040-00006 15 x 50 M12 x 18 50 2.35

HB -E M 12 x 80 GV 0433.040-00007 15 x 80 M12 x 45 50 3.32

HB -E M 16 GV 0433.040-00008 20 x 65 M16 x 23 25 2.80

HB -E M 16 x 80 GV 0433.040-00009 20 x 80 M16 x 38 25 3.29

HB -E M 20 GV 0433.040-00010 25 x 80 M20 x 34 25 5.12

Wedge Anchor HB -ED GV

Steel zinc plated

For fastening of diamond drills


mm

ThreadØ x Length

mm

Unit

piece

Weight per package

kg

HB -ED M 12 GV 0433.040-00091 15 x 54 M12 x 18 50 2.35

HB -ED M 12 D GV 0433.040-00150 16 x 54 M12 x 18 50 2.82

HB -ED M 16 GV 0433.040-00092 20 x 71 M16 x 23 25 2.80

M 8 - M 12

approvedM 10 - M 20

M 6 - M 20

ETA-07/0252 ETA-07/02547 7

Wedge Anchor HB-E steel zinc plated - for non-cracked concrete


DescriptionThe HB-E Drop-in Anchor has been approved under ETA, option 7. The two-stage deform-able expansion cone, which guarantees the expansion of the anchor sleeve in diff erent strengths of concrete, ensures that the installation of the HB-E Drop-in Anchor is now safer and faster than before. The marking /setting tool makes contact with the anchor sleeve and leaves a visible marking as proof of correct installation. The controlled expansion allows for signifi cantly smaller spacings and edge distances. Advantage: when using a marking/setting tool as recommended by ETA, no load testing has to be carried out.

Wedge Anchor HB -E

ApplicationsFastening suspended parts of heating, sanitary and ventilation installations, anchoring with threaded studs and screws, fl at steel and steel profi les. We recommend the HB-ED M12 D Drop-in Anchor (outer diameter 16 mm) and HB-ED M12 and HB-ED M16 for fastening when using diamond drills. To be used in dry rooms.





=

Fire testet


47


Loads and performance data Drop-in Anchor HB -EM 5 M 6 M 8 M

8x40M 10 M 12 M

12x80M 16 M

16x80M 20


Approved loads, tension (Screw 5.6 to 8.8) C20/25 app. N [kN] 1.4 3.3 2.8 3.6 5.1 7.1 7.1 10.5 10.5 14.3

C25/30 app. N [kN] 1.5 3.6 3.1 3.9 5.6 7.8 7.8 11.5 11.5 15.7

C30/37 app. N [kN] 1.7 3.6 3.4 4.1 6.2 8.6 8.6 12.8 12.8 17.5

C40/50 app. N [kN] 1.9 3.6 4.0 4.4 7.1 10.0 10.0 14.8 14.8 20.2

C50/60 app. N [kN] 2.1 3.6 4.4 4.6 7.8 11.0 11.0 16.2 16.2 22.2

Approved loads, shear (Screw 5.6) C20/25 app. V [kN] 1.5 2.1 3.9 3.9 4.1 9.0 9.0 16.8 16.8 26.2

Approved loads, shear (Screw 5.8 to 8.8) C20/25 app. V [kN] 2.0 2.9 3.9 3.9 4.1 12.0 12.0 18.0 18.0 28.6

Approved bending moment (Screw 5.6) app. M [Nm] - 2.7 8.1 8.1 15.8 27.8 27.8 71.0 71.0 138.6




Effective anchorage depth hef [mm] 25 30 30 40 40 50 80 65 80 80

Characteristic spacing scr, N [mm] 75 90 90 120 120 150 150 195 195 240

Characteristic edge distance ccr, N [mm] 37.5 45 45 60 60 75 75 97.5 97.5 120

Minimum spacing smin [mm] 60 55 60 80 100 120 120 150 150 160

Minimum edge distance cmin [mm] 95 95 95 95 135 165 165 200 200 260

Minimum thickness of building component hmin [mm] 100 100 100 100 120 130 130 160 160 200


Drill hole diameter do [mm] 8 8 10 10 12 15 15 20 20 25

Clearance hole diameter in the fixture df [mm] 6 7 9 9 12 14 14 18 18 22

Drill hole depth h0 [mm] 25 30 30 40 40 50 80 65 80 80


Standard setting tool HB-E-SW

Designation Article Nr

HB -E-SW 5 0433.040-00020

HB -E-SW 6 0433.040-00021

HB -E-SW 8 0433.040-00022

HB -E-SW 8 x 40 0433.040-00023

HB -E-SW 10 0433.040-00024

HB -E-SW 12 0433.040-00025

HB -E-SW 12 x 80 0433.040-00026

HB -E-SW 16 0433.040-00027

HB -E-SW 16 x 80 0433.040-00028

HB -E-SW 20 0433.040-00029

Marking/setting tool HB-E-MSW / HB-E-MSH

without hand guard with hand guard



HB -E-MSW 8 0433.040-00060 HB -E-MSH 8 0433.040-00170HB -E-MSW 8 x 40 0433.040-00061 HB -E-MSH 8 x 40 0433.040-00171HB -E-MSW 10 0433.040-00062 HB -E-MSH 10 0433.040-00172HB -E-MSW 12 0433.040-00063 HB -E-MSH 12 0433.040-00173HB -E-MSW 12 x 80 0433.040-00089 HB -E-MSH 12 x 80 0433.040-00174HB -E-MSW 16 0433.040-00064 HB -E-MSH 16 0433.040-00175HB -E-MSW 16 x 80 0433.040-00090 HB -E-MSH 16 x 80 0433.040-00176HB -E-MSW 20 0433.040-00065 HB -E-MSH 20 0433.040-00177

s

cc

h

s

ETA-07/02527

Drop-in anchor HB-E zinc plated steel - for non-cracked concrete



Application only for structurally indeterminate systems. Size M 5 is not part of the approval.Ask for our easy to operate design software on CD-ROM or download from www.halfen.com

for Drop-in Anchor HB-E for Drop-in Anchors HB -E and HB -ED

Drop-in anchor HB -EDrill hole, made with new drill bit in concrete grade C20/25:→ no deformation of cone during installation

Drop-in anchor HB -EDrill hole, made with worn drill bit in high-strength concrete (e.g. C50/60): → cone deforms during installation

The HB-E -MSW marking/setting tool marks the an-chor sleeve as an indication of correct installation.



48

Extract from Admissible Service Conditions of 07/0254For use in multiple fastenings of non-loadbearing systems as per ETAG 001, part 6.Total safety factor as per ETAG included (γM and γF)


Loads and performance data Drop-in Anchor HB-E M 6 M 8 M 8x40 M 10 M 12

cracked and non-cracked concreteApproved loads (C20/25 to C50/60) app. F [kN] 1.2 1.7 2.0 2.0 2.4Approved bending moment (Steel 4.6) app. M [Nm] 2.6 6.4 6.4 12.8 22.2Approved bending moment (Steel 5.6) app. M [Nm] 3.3 8.1 8.1 15.8 27.8Approved bending moment (Steel 5.8) app. M [Nm] 4.3 10.9 10.9 21.1 37.1Approved bending moment (Steel 8.8) app. M [Nm] 6.9 17.1 17.1 34.3 60.0

Spacing and edge distanceEffective anchorage depth hef [mm] 30 30 40 40 50Characteristic spacing scr [mm] 130 180 210 170 170Characteristic edge distance ccr [mm] 65 90 105 85 85Minimum spacing smin [mm] 55 60 80 100 120Minimum edge distance cmin [mm] 95 95 95 135 165Minimum thickness of building component hmin [mm] 100 100 100 120 130


Drill hole diameter do [mm] 8 10 10 12 15Clearance hole diameter in the fixture df [mm] 7 9 9 12 14Drill hole depth h0 [mm] 30 30 40 40 50Installation torque Tinst [Nm] 4 8 8 15 35

Loads exposed to fireApproved load R30 app. F [kN] 0.8 0.9 0.9 1.5 1.5Approved load R60 app. F [kN] 0.8 0.9 0.9 1.5 1.5Approved load R90 app. F [kN] 0.4 0.9 0.9 1.5 1.5Approved load R120 app. F [kN] 0.2 0.4 0.4 1.0 1.2Characteristic spacing scr,N [mm] 130 180 210 170 200Characteristic edge distance ccr,N [mm] 65 90 105 85 100Minimum spacing smin [mm] 55 60 80 100 120Minimum edge distance cmin [mm] 95 95 95 135 165


Nm

90°

ETA-07/0254

s

cc

h

s

M

≥ hmin

hef = h0

Tinst

d0

tfi x

7


Installation

Drop-in anchor HB-E zinc plated steel - for non-cracked concrete



49

Drop-in Anchor HB -E A4

Stainless steel A4

Approved for concrete



mm

ThreadØ x Length

mm

Unit

piece

Weight per package

kgHB -E M 5 A4 0433.040-00012 8 x 25 M5 x 10 100 0.82HB -E M 6 A4 0433.040-00013 8 x 30 M6 x 13 100 0.79HB -E M 8 A4 0433.040-00014 10 x 30 M8 x 13 100 1.24HB -E M 8 x 40 A4 0433.040-00015 10 x 40 M8 x 20 100 1.55HB -E M 10 A4 0433.040-00016 12 x 40 M10 x 15 50 1.17HB -E M 12 A4 0433.040-00017 15 x 50 M12 x 18 50 2.35HB -E M 16 A4 0433.040-00018 20 x 65 M16 x 23 25 2.80HB -E M 20 A4 0433.040-00019 25 x 80 M20 x 34 25 5.12

M 8 - M 12

approvedM 10 - M 20 A4

M 6 - M 20 A4

ETA-07/0251

Nm

90°

ETA-07/02537 4

Drop-in Anchor HB-E A4/HCR stainless steel - for non-cracked concrete


DescriptionThe HB-E A4 and HB-E HCR Drop-in Anchors have been approved under ETA, option 7. The two-stage deformable expansion cone, which guarantees the expansion of the anchor sleeve in diff erent strengths of concrete, ensures that the installation of the HB–E A4 and HB–E HCR Drop-in Anchors is now safer and faster than before. The marking/setting tool makes contact with the anchor sleeve and leaves a visible marking as proof of correct installation. The controlled expansion allows for signifi cantly smaller spacings and edge distances. In order to ensure that it is possible to reverse the installation of the fi xture it is necessary to use coated screws, which will prevent any cold welding of the expansion mechanism.

Drop-in Anchor HB-E A4 Drill hole, made with new drill bit in con-crete grade C20/25:→ no deformation of cone during installation

Drop-in Anchor HB-E A4Drill hole, made with worn drill bit in high-strength concrete (e.g. C50/60):→ cone deforms during installation

The HB-E -MSW marking/setting tool marks the anchor sleeve as an indication of correct installation.

Advantage: when using a marking/setting tool as recommended by ETA, no load testing has to be carried out.

ApplicationsSuspensions of ventilations, sanitary and heating equipment in the open, in dry or damp rooms without aggressive conditions.


Drop-in anchor HB -E A4/HCR

Not part of approval. Stainless steel HCR on request. Setting tools HB-E-MSW, HB-E-MSH and HB-E-SW → see page 47.

Installation

Fire testet


50


Loads and performance data Drop-in Anchor HB-E A4/HCR M 5 M 6 M 8 M8x40

M 10 M 12 M 16 M 20

non-cracked concreteApproved loads, tension C20/25 app. N [kN] 1.6 3.3 3.3 3.6 6.1 8.5 12.6 17.2

C25/30 app. N [kN] 1.7 3.6 3.6 3.9 6.7 9.3 13.8 18.9C30/37 app. N [kN] 1.9 4.0 4.0 4.4 7.4 10.4 15.3 21.0C40/50 app. N [kN] 2.2 4.6 4.6 5.0 8.6 12.0 17.7 24.2C50/60 app. N [kN] 2.5 5.1 5.1 5.5 9.4 13.2 19.5 26.6

Approved loads, shear C20/25 app. V [kN] 2.3 3.2 4.6 4.6 6.0 11.9 19.2 30.7Approved bending moment app. M [Nm] - 5.0 11.9 11.9 23.8 42.1 106.7 207.9

Spacing and edge distanceEffective anchorage depth hef [mm] 25 30 30 40 40 50 65 80Characteristic spacing scr, N [mm] 75 90 90 120 120 150 195 240Characteristic edge distance ccr, N [mm] 37.5 45 45 60 60 75 97.5 120Minimum spacing smin [mm] 60 50 60 80 100 120 150 160Minimum edge distance cmin [mm] 95 80 95 95 135 165 200 260Min.thickness of building component hmin [mm] 100 100 100 100 130 140 160 250

Installation parametersDrill hole diameter do [mm] 8 8 10 10 12 15 20 25Clearance hole diameter in the fixture df [mm] 6 7 9 9 12 14 18 22Drill hole depth h0 [mm] 25 30 30 40 40 50 65 80Installation torque Tinst [Nm] 3 4 8 8 15 35 60 120

Extract from Admissible Service Conditions of ETA-07/0253For use in multiple fastenings of non-loadbearing systems as per ETAG 001, part 6.Total safety factor as per ETAG included (γM and γF)

Extract from Admissible Service Conditions of ETA-07/0253Loads and performance data Drop-in Anchor HB-E A4 / HCR M 6 M 8 M 8x40 M 10 M 12

cracked and non-cracked concreteApproved loads (C20/25 to C50/60) app. F [kN] 1.2 1.7 2.0 2.0 2.4Approved bending moment (A4-70) app. M [Nm] 5.0 11.9 11.9 23.8 42.1

Spacing and edge distanceEffective anchorage depth hef [mm] 30 30 40 40 50Characteristic spacing scr [mm] 130 180 210 170 170Characteristic edge distance ccr [mm] 65 90 105 85 85Minimum spacing smin [mm] 50 60 80 100 120Minimum edge distance cmin [mm] 80 95 95 135 165Min.thickness of building component hmin [mm] 100 100 100 130 140Installation parametersDrill hole diameter do [mm] 8 10 10 12 15Clearance hole diameter in the fixture df [mm] 7 9 9 12 14Drill hole depth h0 [mm] 30 30 40 40 50Installation torque Tinst [Nm] 4 8 8 15 35

Loads exposed to fireApproved load R30 app. F [kN] 0.8 0.9 0.9 1.5 1.5Approved load R60 app. F [kN] 0.8 0.9 0.9 1.5 1.5Approved load R90 app. F [kN] 0.4 0.9 0.9 1.5 1.5Approved load R120 app. F [kN] 0.2 0.4 0.4 1.0 1.2Characteristic spacing scr,fi [mm] 130 180 210 170 200Characteristic edge distance ccr,fi [mm] 65 90 105 85 100Minimum spacing smin [mm] 50 60 80 100 120Minimum edge distance cmin [mm] 80 95 95 135 165

The approval of sizes M12, M16 and M20 applies to anchor in A4 stainless steel. Ask for our easy to operate design software on CD-ROM or download from www.halfen.com

ETA07/0251

ETA-07/02534

7

Drop-in Anchor HB-E A4/HCRstainless steel - for non-cracked concrete



Application only for structurally indeterminate systems. Size M 5 is not part of the approval. The approval of sizes M12, M16 and M20 applies to anchor in A4 stainless steel.



51

Tested for fire resistance


The Windows software for quick and easy structural calculations and sizing of anchor fastenings.

PC requirements:• Windows 2000 / XP / Vista / Windows 7• Screen resolution at least 600 x 800 pixel

Easy-to-use structural calculations for anchor fastenings

clear entry layout, printout self-explanatory

design using the CC procedure as per ETAG appendix C.

ServiceHALFEN ANCHOR BOLTS

Fire Resistance TablesHALFEN Anchors have the benefi t of fi re resistance testing → Pages 53 - 54.We are happy to send you the complete test reports on request.

We off er a comprehensive service to our customers. Talk to us

directly to obtain competent technical support for your projects. Or ask us about any details – we are happy to help.

Design aids Use these to quickly determine the load-bearing capacities of different standard anchor arrangements. → Pages 55 - 70

Support We also offer our support via tele-phone.Our Technical Competence-Center will advise you in questions of detail or work out complete projects for you. → You will fi nd our contact data on the last page of this catalogue.

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Hal fen Des ign Sof tware


52

Anchor Bolt system IBMB-test report Size Maximum tensile load [kN] in fire testsas per DIN 4102-2 for fire resistant classes

F 30(30 min)

F 60(60 min)

F 90(90 min)

F 120(120 min)

Injection System HB -VMZSteel, zinc plated / stainless steel A4 / stainless steel 1.4529

3191/5064

M 8 3.00 0.30 --- ---

M 10 7.00 0.95 0.30 ---

M 12 10.00 2.80 1.35 0.80

M 16 12.00 6.40 4.40 3.40

M 20 17.00 8.80 6.00 4.50

M 24 24.50 12.70 8.60 6.50

Injection System HB -VMUSteel, zinc plated / stainless steel A4 / stainless steel 1.4529

3440/5853

M 8 1.90 0.85 0.55 0.40

M 10 4.50 2.10 1.35 1.00

M 12 6.00 3.00 2.00 1.50

M 16 11.00 6.60 4.90 4.00

M 20 16.00 9.00 6.40 5.00

Wedge Anchor HB -BZSteel zinc plated

ETA-07/0250

M 8 1.30 1.10 0.80 0.70

M 10 2.20 1.80 1.40 1.20

M 12 3.00 2.80 2.40 2.20

M 16 6.00 5.20 4.40 4.00

M 20 9.00 8.20 6.90 6.30

M 24 11.00 11.00 10.00 8.80

Wedge Anchor HB -BZ A4Stainless steel A4

ETA-07/0249

M 8 1.30 1.10 0.80 0.70

M 10 2.20 1.80 1.40 1.20

M 12 3.00 2.80 2.40 2.20

M 16 6.00 5.20 4.40 4.00

M 20 9.00 8.20 6.90 6.30

Wedge Anchor HB -BZ HCRStainless steel 1.4529

M 8 1.30 1.10 0.80 0.70

M 10 2.20 1.80 1.40 1.20

M 12 3.00 2.80 2.40 2.20

M 16 6.00 5.20 4.40 4.00

M 20 9.00 8.20 6.90 6.30

Wedge Anchor HB -B, HB -B-U, HB -B-LSteel zinc plated

3174/1748-1

M 6 0.90 0.50 0.30 0.25

M 8 1.40 0.80 0.50 0.40

M 10 2.20 1.20 0.80 0.60

M 12 3.20 1.80 1.20 0.90

M 16 6.00 3.40 2.20 1.70

M 20 10.00 5.25 3.60 2.75

Wedge Anchor HB -B A4Stainless steel A4

3174/1748-1

M 6 0.90 0.50 0.30 0.25

M 8 2.30 1.70 1.40 1.30

M 10 3.60 2.60 2.20 2.00

M 12 5.20 3.80 3.20 2.90

M 16 9.70 7.00 6.00 5.40

M 20 15.00 10.20 8.20 7.00


Fire Resistant Anchor Systems

WEDGE ANCHORS

Tested in accordance with standardised tempe-rature curve (ISO 834, DIN EN 1363-1:1999-10, DIN 4102-2: 1977-09) in the cracked tension zone (concrete), exposed to open flames, without insulating or protecting coatings. The full test reports are available on request.

On req

uest


53

Anchor Bolt System IBMB- test report /approval

Size Maximum tensile load [kN] in fire testsas per DIN 4102-2 for fire resistant classes

F 30(30 min)

F 60(60 min)

F 90(90 min)

F 120(120 min)

Highload Anchor HB -SZSteel zinc plated

ETA-09/0416

M6 1.00 0.80 0.60 0.40

M8 1.90 1.50 1.00 0.80

M10 4.00 3.20 2.10 1.50

M12 6.30 4.60 3.00 2.00

M16 8.80 8.60 5.00 3.10

M16L 8.80 8.60 5.00 3.10

M20 15.90 13.50 7.70 4.90

Wedge Anchor HB -ESteel zinc plated / stainless steel A4with screw 5.6 (or higher) or stainless steel A4

3174/1748-2

M 6 1.70 0.70 0.40 0.30

M 8 1.70 0.70 0.40 0.30

M 8 x 40 3.00 1.50 0.80 0.60

M 10 4.70 2.40 1.30 1.00

M 12 6.90 3.50 1.80 1.40

M 16 12.50 5.60 3.50 2.50

M 20 18.00 8.50 5.50 4.00

Anchor Bolt System IBMB-test report Size Maximum tensile load when exposed to open flames as per ZTV tunnel temperature curve

Effective anchorage depth Tensile Load [kN]

Wedge Anchor HB -B HCRStainless steel 1.4529

3174/1748-1

M 6 30 mm 0.25

M 6 40 mm 0.25

Wedge Anchor HB -BZ HCRStainless steel1.4529

3212/1206-6

M 8 45 mm 1.00

M 10 58 mm 1.90

M 12 65 mm 3.00

M 16 80 mm 5.50



9

Fire Resistant Anchor Systems

WEDGE ANCHORS

Tested in accordance with ZTV tunnel temperature curve in the cracked tension zone (concrete), exposed to open fl ames, without insulating or protecting coatings. The full test reports are available on request.

Fire-Resistant Anchor Systems in Tunnels

On req

uest

On req

uest


54

Approved loads for cracked concrete C20/25, safety factors are included

ETA-07/0246

s[mm] ≥ 0 0 0 0 0 0 0 40 50 55 55 70 95 105 50 65 80 80 110 150 200h[mm] ≥ 100 120 160 200 250 340 400 100 120 160 200 250 340 400 100 120 160 200 250 340 400

Without edge

M8

M10

M12

x80

M12

x100

M16

M20

M24

M8

M10

M12

x80

M12

x100

M16

M20

M24

M8

M10

M12

x80

M12

x100

M16

M20

M24

app. N 90° [kN] 6.1 8.0 12.3 17.1 24.0 38.0 48.5 7.7 10.2 15.1 20.3 28.4 45.1 57.0 8.1 10.8 16.4 21.7 31.0 49.2 64.6

app. F 60° [kN] 5.8 8.0 12.5 15.7 24.0 40.9 52.1 8.3 10.9 16.2 21.6 30.6 48.5 61.3 8.7 11.7 17.6 22.7 33.3 52.9 69.5

app. F 45° [kN] 5.9 8.1 12.8 15.5 24.4 43.0 54.9 8.7 11.5 17.1 22.6 32.2 51.0 64.5 9.1 12.3 18.5 23.6 35.1 55.6 73.1

app. F 20° [kN] 6.9 9.9 15.7 17.6 29.7 56.2 71.7 11.3 15.0 22.3 29.2 42.0 66.6 84.2 11.9 16.0 24.2 30.0 45.8 72.7 95.6

app. V 0° [kN] 8.0 12.0 19.4 19.4 36.0 76.0 97.0 15.4 20.4 30.2 38.9 56.9 90.2 113.9 16.0 21.7 32.7 38.9 62.0 98.3 129.3

Edge at lower side c[mm] ≥ 40 50 55 55 70 95 105 50 65 80 80 90 95 105 40 50 55 55 70 95 105

app. N 90° [kN] 4.0 5.4 7.5 9.5 13.4 21.2 26.3 5.8 8.0 11.3 13.4 17.8 25.1 31.0 5.3 7.3 10.0 12.0 17.3 27.4 35.1

app. F 60° [kN] 1.9 2.7 3.6 4.0 6.2 10.9 13.4 3.1 4.7 6.8 7.5 10.2 13.8 17.0 2.6 3.9 5.2 5.7 9.0 15.5 20.3

app. F 45° [kN] 1.5 2.3 3.0 3.3 5.1 9.1 11.2 2.6 4.0 5.9 6.4 8.7 11.8 14.5 2.2 3.3 4.3 4.7 7.5 13.3 17.4

app. F 20° [kN] 1.3 1.9 2.5 2.6 4.2 7.6 9.3 2.2 3.5 5.2 5.5 7.6 10.1 12.4 1.8 2.7 3.6 3.8 6.3 11.6 15.2

app. V 0° [kN] 1.2 1.8 2.3 2.4 3.9 7.2 8.8 2.1 3.4 5.0 5.2 7.2 9.6 11.8 1.7 2.6 3.4 3.6 6.0 11.0 14.5

Narrow component c[mm] ≥ 40 50 55 55 70 95 105 50 65 80 80 90 95 105 40 50 55 55 70 95 105

app. N 90° [kN] 2.8 3.8 4.7 5.1 7.3 11.5 13.7 5.1 7.3 9.9 10.6 13.5 17.2 20.5 4.5 6.3 8.1 8.8 13.0 20.6 26.7

app. F 60° [kN] 2.3 3.3 4.1 4.4 6.6 10.9 13.1 4.9 7.3 10.1 10.8 13.9 17.7 21.3 4.0 5.8 7.5 8.0 12.2 20.2 25.7

app. F 45° [kN] 2.2 3.2 4.0 4.2 6.4 10.8 13.1 4.9 7.4 10.4 11.1 14.4 18.3 22.0 3.9 5.7 7.4 7.8 12.0 20.3 25.8

app. F 20° [kN] 2.3 3.4 4.4 4.6 7.2 12.6 15.3 5.7 8.9 13.0 13.7 18.1 22.8 27.7 4.4 6.5 8.4 8.8 13.9 24.3 30.5

app. V 0° [kN] 2.4 3.6 4.6 4.8 7.8 14.4 17.7 6.6 10.7 16.3 17.0 22.9 28.8 35.4 4.7 7.2 9.3 9.7 15.7 28.8 35.4

Beam c[mm] ≥ 40 50 55 55 70 95 105 50 65 80 80 90 95 105 40 50 55 55 70 95 105app. N 90° [kN] 2.8 3.8 4.7 5.1 7.3 11.5 13.7 4.6 6.7 9.0 9.3 11.5 13.6 16.1 3.7 5.2 6.3 6.4 9.4 14.9 18.2

app. F 60° [kN] 1.6 2.4 3.0 3.2 4.9 8.3 10.0 2.8 4.3 6.1 6.4 8.3 10.4 12.5 2.3 3.3 4.2 4.4 6.8 11.6 14.6

app. F 45° [kN] 1.4 2.1 2.6 2.8 4.3 7.5 9.1 2.4 3.8 5.5 5.7 7.5 9.6 11.5 2.0 2.9 3.8 3.9 6.2 10.7 13.7

app. F 20° [kN] 1.2 1.9 2.4 2.5 4.1 7.5 9.1 2.2 3.5 5.2 5.4 7.5 9.7 11.9 1.8 2.7 3.6 3.8 6.2 11.0 14.3

app. V 0° [kN] 1.2 1.8 2.3 2.4 3.9 7.2 8.8 2.1 3.4 5.0 5.2 7.2 9.6 11.8 1.7 2.6 3.4 3.6 6.0 11.0 14.5

Corner c[mm] ≥ 40 50 55 55 70 95 105 50 65 80 80 90 95 105 40 50 55 55 70 95 105app. N 90° [kN] 3.1 4.2 5.5 6.5 9.2 14.5 17.8 5.0 7.2 9.8 10.7 13.9 18.5 22.4 4.4 6.1 8.0 9.0 13.1 20.8 26.6

app. F 60° [kN] 1.4 2.1 2.7 2.9 4.5 7.9 9.7 2.5 3.9 5.5 5.9 7.9 10.6 13.0 2.1 3.1 4.1 4.4 7.0 12.2 15.9

app. F 45° [kN] 1.2 1.7 2.2 2.4 3.8 6.7 8.2 2.1 3.3 4.7 5.0 6.8 9.1 11.1 1.7 2.6 3.5 3.7 6.0 10.5 13.8

app. F 20° [kN] 0.9 1.4 1.8 1.9 3.1 5.7 7.0 1.7 2.8 4.1 4.3 5.9 7.9 9.8 1.4 2.2 2.9 3.0 5.1 9.3 12.3

app. V 0° [kN] 0.9 1.4 1.7 1.8 2.9 5.4 6.6 1.6 2.6 3.9 4.1 5.6 7.5 9.3 1.3 2.1 2.7 2.9 4.8 8.8 11.7

Design aids

HALFEN ANCHOR BOLTS

The tables below show permissible loads as per ETA-approval 07/0246.The calculation of loads is subject to the following assumptions:

- Loads are applied centrally to the anchor plate, direction of load as per diagram 1- Predominantly static loads as per DIN1055 / EC 1- Minimum distance between anchor groups is 3 x hef- The metal fixture makes full contact with the concrete and stays flat under load/pressure- The drill hole diameter, depth of drill hole and hole in the fixture are not larger than described in the approval notice- Anchors are installed in accordance with the approval and installation instructions- Temperature range from -40°C to 80°C- The partial safety factors relating to the characteristic values are: - impact γF= 1.4 - resistance γM= see approval

Design aids for Injection System HB-VMZ zinc plated – for anchoring in cracked concrete C20/25

Steel, zinc plated


55


40 50 55 55 70 95 105 50 65 80 80 110 150 200 s[mm]100 120 160 200 250 340 400 100 120 160 200 250 340 400 h[mm]

M8

M10

M12

x80

M12

x100

M16

M20

M24

M8

M10

M12

x80

M12

x100

M16

M20

M24

Without edge

9.7 13.0 18.5 24.0 33.7 53.5 66.9 10.8 14.8 21.8 27.5 40.1 63.6 86.2 appr. N 90° [kN]

10.5 14.0 19.9 25.8 36.3 57.5 72.0 11.6 15.9 23.4 29.6 43.1 68.4 92.7 appr. F 60° [kN]

11.0 14.7 21.0 27.2 38.2 60.5 75.7 12.2 16.7 24.7 31.1 45.3 72.0 97.5 appr. F 45° [kN]

14.4 19.2 27.4 35.5 49.9 79.0 98.9 15.9 21.8 32.2 40.7 59.2 94.1 127.4 appr. F 20° [kN]

19.4 26.0 37.1 48.0 67.5 106.9 133.9 21.5 29.5 43.6 55.0 80.1 127.3 172.4 appr. V 0° [kN]

50 65 80 80 90 95 105 40 50 55 55 70 95 105 c[mm] Edge at lower side

7.6 10.6 14.4 16.6 22.2 31.9 39.0 7.6 10.7 14.6 16.7 24.7 39.1 52.5 appr. N 90° [kN]

3.4 5.2 7.5 8.1 11.1 15.1 18.6 2.9 4.4 5.9 6.3 10.1 17.7 23.5 appr. F 60° [kN]

2.8 4.3 6.3 6.7 9.2 12.5 15.4 2.3 3.5 4.7 5.0 8.2 14.5 19.2 appr. F 45° [kN]

2.2 3.6 5.3 5.5 7.6 10.1 12.5 1.8 2.8 3.6 3.8 6.3 11.6 15.3 appr. F 20° [kN]

2.1 3.4 5.0 5.2 7.2 9.6 11.8 1.7 2.6 3.4 3.6 6.0 11.0 14.5 appr. V 0° [kN]

50 65 80 80 90 95 105 40 50 55 55 70 95 105 c[mm] Narrow component

6.4 9.3 12.2 12.5 16.0 20.4 24.1 6.0 8.6 10.8 11.1 16.8 26.6 35.6 appr. N 90° [kN]

6.2 9.2 12.5 12.9 16.8 21.7 25.8 5.5 8.1 10.3 10.7 16.5 27.3 36.4 appr. F 60° [kN]

6.2 9.4 12.8 13.3 17.5 22.6 27.0 5.4 8.0 10.3 10.7 16.7 28.1 37.4 appr. F 45° [kN]

7.3 11.3 16.0 16.6 22.2 29.1 35.2 6.1 9.2 12.0 12.5 20.1 35.0 46.4 appr. F 20° [kN]

8.4 13.5 20.0 20.9 28.8 38.3 47.1 6.7 10.4 13.8 14.4 23.9 43.9 57.8 appr. V 0° [kN]

50 65 80 80 90 95 105 40 50 55 55 70 95 105 c[mm] Beam6.4 9.3 12.2 12.5 16.0 20.4 24.1 6.0 8.6 10.8 11.1 16.8 26.6 35.6 appr. N 90° [kN]

3.2 5.0 7.0 7.3 9.7 12.7 15.3 2.7 4.1 5.3 5.5 8.9 15.4 20.4 appr. F 60° [kN]

2.7 4.2 6.0 6.3 8.4 11.1 13.4 2.2 3.4 4.4 4.6 7.5 13.2 17.4 appr. F 45° [kN]

2.2 3.6 5.3 5.5 7.6 10.1 12.3 1.8 2.7 3.6 3.8 6.3 11.5 15.2 appr. F 20° [kN]

2.1 3.4 5.0 5.2 7.2 9.6 11.8 1.7 2.6 3.4 3.6 6.0 11.0 14.5 appr. V 0° [kN]

50 65 80 80 90 95 105 40 50 55 55 70 95 105 c[mm] Corner6.6 9.5 12.5 13.3 17.4 23.5 28.2 6.3 9.0 11.6 12.5 18.7 29.6 39.7 appr. N 90° [kN]

2.7 4.3 6.1 6.4 8.6 11.6 14.2 2.3 3.5 4.7 4.9 8.0 13.9 18.6 appr. F 60° [kN]

2.2 3.5 5.0 5.3 7.2 9.7 11.9 1.8 2.8 3.8 4.0 6.5 11.5 15.3 appr. F 45° [kN]

1.7 2.8 4.1 4.3 5.9 8.0 9.8 1.4 2.2 2.9 3.0 5.1 9.3 12.4 appr. F 20° [kN]

1.6 2.6 3.9 4.1 5.6 7.5 9.3 1.3 2.1 2.7 2.9 4.8 8.8 11.7 appr. V 0° [kN]

c

c

s

s c

d0

≥ hmin

hef tfix

N [kN] 90°

F [kN] 60°F [kN] 45°

F [kN] 20°

V [kN

] 0°

h0

Design aids

HALFEN ANCHOR BOLTS

Design aids for Injection System HB-VMZ zinc plated – for anchoring in cracked concrete C20/25

Diagram 1 Diagram 2


56


ETA-07/0256

s[mm] ≥ 0 0 0 0 0 0 0 40 50 55 55 70 95 105 50 65 80 80 110 150 200h[mm] ≥ 100 120 160 200 250 340 400 100 120 160 200 250 340 400 100 120 160 200 250 340 400

Without edge

M8

M10

M12

x80

M12

x100

M16

M20

M24

M8

M10

M12

x80

M12

x100

M16

M20

M24

M8

M10

M12

x80

M12

x100

M16

M20

M24

app. N 90° [kN] 6.1 8.0 12.3 17.1 24.0 38.0 48.5 7.7 10.2 15.1 20.3 28.4 45.1 57.0 8.1 10.8 16.4 21.7 31.0 49.2 64.6

app. F 60° [kN] 6.0 8.2 12.5 15.7 24.0 40.7 51.1 8.3 10.9 16.2 21.6 30.6 48.5 61.3 8.7 11.7 17.6 22.7 33.3 52.9 69.5

app. F 45° [kN] 6.0 8.4 12.8 15.5 24.4 42.8 53.3 8.7 11.5 17.1 22.6 32.2 51.0 64.5 9.1 12.3 18.5 23.6 35.1 55.6 73.1

app. F 20° [kN] 7.2 10.5 15.7 17.6 29.7 55.7 68.2 11.3 15.0 22.3 29.2 42.0 66.6 84.2 11.9 16.0 24.2 30.0 45.8 72.7 95.6

app. V 0° [kN] 8.6 13.1 19.4 19.4 36.0 74.9 89.1 15.4 20.4 30.2 38.9 56.9 90.2 113.9 16.2 21.7 32.7 38.9 62.0 98.3 129.3


app. N 90° [kN] 4.0 5.4 7.5 9.5 13.4 21.2 26.3 5.8 8.0 11.3 13.4 17.8 25.1 31.0 5.3 7.3 10.0 12.0 17.3 27.4 35.1

app. F 60° [kN] 1.9 2.7 3.6 4.0 6.2 10.9 13.4 3.1 4.7 6.8 7.5 10.2 13.8 17.0 2.6 3.9 5.2 5.7 9.0 15.5 20.3

app. F 45° [kN] 1.5 2.3 3.0 3.3 5.1 9.1 11.2 2.6 4.0 5.9 6.4 8.7 11.8 14.5 2.2 3.3 4.3 4.7 7.5 13.3 17.4

app. F 20° [kN] 1.3 1.9 2.5 2.6 4.2 7.6 9.3 2.2 3.5 5.2 5.5 7.6 10.1 12.4 1.8 2.7 3.6 3.8 6.3 11.6 15.2

app. V 0° [kN] 1.2 1.8 2.3 2.4 3.9 7.2 8.8 2.1 3.4 5.0 5.2 7.2 9.6 11.8 1.7 2.6 3.4 3.6 6.0 11.0 14.5


app. N 90° [kN] 2.8 3.8 4.7 5.1 7.3 11.5 13.7 5.1 7.3 9.9 10.6 13.5 17.2 20.5 4.5 6.3 8.1 8.8 13.0 20.6 26.7

app. F 60° [kN] 2.3 3.3 4.1 4.4 6.6 10.9 13.1 4.9 7.3 10.1 10.8 13.9 17.7 21.3 4.0 5.8 7.5 8.0 12.2 20.2 25.7

app. F 45° [kN] 2.2 3.2 4.0 4.2 6.4 10.8 13.1 4.9 7.4 10.4 11.1 14.4 18.3 22.0 3.9 5.7 7.4 7.8 12.0 20.3 25.8

app. F 20° [kN] 2.3 3.4 4.4 4.6 7.2 12.6 15.3 5.7 8.9 13.0 13.7 18.1 22.8 27.7 4.4 6.5 8.4 8.8 13.9 24.3 30.5

app. V 0° [kN] 2.4 3.6 4.6 4.8 7.8 14.4 17.7 6.6 10.7 16.3 17.0 22.9 28.8 35.4 4.7 7.2 9.3 9.7 15.7 28.8 35.4

Beam c[mm] ≥ 40 50 55 55 70 95 105 50 65 80 80 90 95 105 40 50 55 55 70 95 105app. N 90° [kN] 2.8 3.8 4.7 5.1 7.3 11.5 13.7 4.6 6.7 9.0 9.3 11.5 13.6 16.1 3.7 5.2 6.3 6.4 9.4 14.9 18.2

app. F 60° [kN] 1.6 2.4 3.0 3.2 4.9 8.3 10.0 2.8 4.3 6.1 6.4 8.3 10.4 12.5 2.3 3.3 4.2 4.4 6.8 11.6 14.6

app. F 45° [kN] 1.4 2.1 2.6 2.8 4.3 7.5 9.1 2.4 3.8 5.5 5.7 7.5 9.6 11.5 2.0 3.9 3.8 3.9 6.2 10.7 13.7

app. F 20° [kN] 1.2 1.9 2.4 2.5 4.1 7.5 9.1 2.2 3.5 5.2 5.4 7.5 9.7 11.9 1.8 2.7 3.6 3.8 6.2 11.0 14.3

app. V 0° [kN] 1.2 1.8 2.3 2.4 3.9 7.2 8.8 2.1 3.4 5.0 5.2 7.2 9.6 11.8 1.7 2.6 3.4 3.6 6.0 11.0 14.5


app. F 60° [kN] 1.4 2.1 2.7 2.9 4.5 7.9 9.7 2.5 3.9 5.5 5.9 7.9 10.6 13.0 2.1 3.1 4.1 4.4 7.0 12.2 15.9

app. F 45° [kN] 1.2 1.7 2.2 2.4 3.8 6.7 8.2 2.1 3.3 4.7 5.0 6.8 9.1 11.1 1.7 2.6 3.5 3.7 6.0 10.5 13.8

app. F 20° [kN] 0.9 1.4 1.8 1.9 3.1 5.7 7.0 1.7 2.8 4.1 4.3 5.9 7.9 9.8 1.4 2.2 2.9 3.0 5.1 9.3 12.3

app. V 0° [kN] 0.9 1.4 1.7 1.8 2.9 5.4 6.6 1.6 2.6 3.9 4.1 5.6 7.5 9.3 1.3 2.1 2.7 2.9 4.8 8.8 11.7

1

Design aids

HALFEN ANCHOR BOLTS

The tables below show permissible loads as per ETA-approval 07/0256. The calculation of loads is subject to the following assumptions:

- Loads are applied centrally to the anchor plate, direction of load as per diagram 1- Predominantly static loads as per DIN1055 / EC 1- Minimum distance between anchor groups is 3 x hef- The metal fixture makes full contact with the concrete and stays flat under load/pressure- The drill hole diameter, depth of drill hole and hole in the fixture are not larger than described in the approval notice- Anchors are installed in accordance with the approval and installation instructions- Temperature range from -40°C to 80°C- The partial safety factors relating to the characteristic values are: - impact γF= 1,4 - resistance γM= see approval

Stainless steel A4Stainless steel HCR 1.4529

Design aids for Injection Anchor HB -VMZ A4 and HCR for anchoring in cracked concrete C20/25


57


40 50 55 55 70 95 105 50 65 80 80 110 150 200 s[mm]100 120 160 200 250 340 400 100 120 160 200 250 340 400 h[mm]

M8

M10

M12

x80

M12

x100

M16

M20

M24

M8

M10

M12

x80

M12

x100

M16

M20

M24

Without edge

9.7 13.0 18.5 24.0 33.7 53.5 66.9 10.8 14.8 21.8 27.5 40.1 63.6 86.2 app. N 90° [kN] 10.5 14.0 19.9 25.8 36.3 57.5 72.0 11.6 15.9 23.4 29.6 43.1 68.4 92.7 app. F 60° [kN]11.0 14.7 21.0 27.2 38.2 60.5 75.7 12.2 16.7 24.7 31.1 45.3 72.0 97.5 app. F 45° [kN]14.4 19.2 27.4 35.5 49.9 79.0 98.9 15.9 21.8 32.2 40.7 59.2 94.1 127.4 app. F 20° [kN]19.4 26.0 37.1 48.0 67.5 106.9 133.9 21.5 29.5 43.6 55.0 80.1 127.3 172.4 app. V 0° [kN]


7.6 10.6 14.4 16.6 22.2 31.9 39.0 7.6 10.7 14.6 16.7 24.7 39.1 52.5 app. N 90° [kN]3.4 5.2 7.5 8.1 11.1 15.1 18.6 2.9 4.4 5.9 6.3 10.1 17.7 23.5 app. F 60° [kN]2.8 4.3 6.3 6.7 9.2 12.5 15.4 2.3 3.5 4.7 5.0 8.2 14.5 19.2 app. F 45° [kN]2.2 3.6 5.3 5.5 7.6 10.1 12.5 1.8 2.8 3.6 3.8 6.3 11.6 15.3 app. F 20° [kN]2.1 3.4 5.0 5.2 7.2 9.6 11.8 1.7 2.6 3.4 3.6 6.0 11.0 14.5 app. V 0° [kN]



50 65 80 80 90 95 105 40 50 55 55 70 95 105 c[mm] Beam6.4 9.3 12.2 12.5 16.0 20.4 24.1 6.0 8.6 10.8 11.1 16.8 26.6 35.6 app. N 90° [kN]3.2 5.0 7.0 7.3 9.7 12.7 15.3 2.7 4.1 5.3 5.5 8.9 15.4 20.4 app. F 60° [kN]2.7 4.2 6.0 6.3 8.4 11.1 13.4 2.2 3.4 4.4 4.6 7.5 13.2 17.4 app. F 45° [kN]2.2 3.6 5.3 5.5 7.6 10.1 12.3 1.8 2.7 3.6 3.8 6.3 11.5 15.2 app. F 20° [kN]2.1 3.4 5.0 5.2 7.2 9.6 11.8 1.7 2.6 3.4 3.6 6.0 11.0 14.5 app. V 0° [kN]

50 65 80 80 90 95 105 40 50 55 55 70 95 105 c[mm] Corner6.6 9.5 12.5 13.3 17.4 23.5 28.2 6.3 9.0 11.6 12.5 18.7 29.6 39.7 app. N 90° [kN]2.7 4.3 6.1 6.4 8.6 11.6 14.2 2.3 3.5 4.7 4.9 8.0 13.9 18.6 app. F 60° [kN]2.2 3.5 5.0 5.3 7.2 9.7 11.9 1.8 2.8 3.8 4.0 6.5 11.5 15.3 app. F 45° [kN]1.7 2.8 4.1 4.3 5.9 8.0 9.8 1.4 2.2 2.9 3.0 5.1 9.3 12.4 app. F 20° [kN]1.6 2.6 3.9 4.1 5.6 7.5 9.3 1.3 2.1 2.7 2.9 4.8 8.8 11.7 app. V 0° [kN]

c

c

s

s chef

d0

tfix

N [kN] 90°

F [kN] 60°F [kN] 45°

F [kN] 20°

V [kN

] 0°

h0

≥ hmin

Design aids

HALFEN ANCHOR BOLTS

Diagram 2

Design aids for Injection Anchor HB -VMZ A4 and HCR for anchoring in cracked concrete C20/25

Diagram 1


58


ETA-07/0250

s[mm] ≥ 0 0 0 0 0 0 40 45 60 60 95 100 80 90 140 180 200 220

Without edge

h[mm] ≥ 100 120 130 170 200 230 100 120 130 170 200 230 100 120 130 170 200 230

M8

M10

M12

M16

M20

M24

M8

M10

M12

M16

M20

M24

M8

M10

M12

M16

M20

M24

app. N 90°[kN] 2.4 4.3 5.7 11.9 17.1 21.1 4.8 8.6 11.4 16.6 22.6 27.3 4.8 8.6 11.4 22.9 28.6 34.6

app. F 60° [kN] 2.7 4.9 6.5 13.1 18.4 22.7 5.4 9.5 12.4 17.8 24.3 29.3 5.4 9.7 12.9 24.6 30.7 37.2

app. F 45° [kN] 3.2 5.4 7.4 14.0 19.4 23.9 6.0 10.2 13.0 18.8 25.5 30.9 6.3 10.7 14.2 25.9 32.3 39.2

app. F 20° [kN] 4.7 7.8 10.7 18.8 25.3 31.2 8.6 13.8 17.2 24.5 33.4 40.3 9.4 15.1 19.9 33.9 42.2 51.2

app. V 0° [kN] 8.6 12.6 18.0 26.9 34.3 42.3 13.8 19.9 23.5 33.2 45.1 54.5 16.9 23.9 30.9 45.8 57.1 69.2

Edge at lower side c[mm] ≥ 40 45 60 60 95 100 70 70 100 100 150 180 40 45 60 60 95 100

app. N 90°[kN] 2.4 4.3 5.7 8.3 12.5 14.6 4.8 8.3 11.4 13.8 22.6 27.3 4.8 7.6 11.0 14.2 20.8 23.9

app. F 60° [kN] 1.5 2.2 3.3 4.2 7.9 9.3 3.4 4.8 7.3 9.1 16.0 20.4 2.6 3.8 6.2 7.9 13.4 15.7

app. F 45° [kN] 1.3 1.9 2.9 3.5 7.0 8.2 3.1 4.1 6.4 8.0 14.4 18.7 2.2 3.1 5.2 6.8 11.8 13.9

app. F 20° [kN] 1.1 1.5 2.5 2.9 6.4 7.5 3.0 3.6 5.9 7.5 14.1 18.9 1.9 2.6 4.5 5.9 10.9 13.0

app. V 0° [kN] 1.1 1.5 2.4 2.8 6.1 7.2 2.9 3.4 5.7 7.2 13.6 18.5 1.8 2.4 4.3 5.6 10.4 12.4

Narrow com-ponent c[mm] ≥ 40 45 60 60 95 100 70 70 100 100 150 180 40 45 60 60 95 100

app. N 90°[kN] 2.4 3.4 4.9 5.3 9.7 10.7 4.8 7.6 11.4 12.8 22.6 27.3 4.8 6.8 10.6 13.3 19.8 22.5

app. F 60° [kN] 2.0 2.8 4.3 4.7 9.2 10.4 5.1 7.6 11.7 13.6 24.2 29.3 4.0 5.6 9.0 10.9 18.7 21.5

app. F 45° [kN] 1.9 2.7 4.1 4.6 9.2 10.4 5.4 7.8 12.1 14.2 25.5 30.9 3.9 5.3 8.6 10.3 18.6 21.4

app. F 20° [kN] 2.1 2.8 4.5 5.1 10.7 12.3 7.1 9.4 15.1 18.2 33.3 40.3 4.2 5.7 9.3 10.9 21.6 25.0

app. V 0° [kN] 2.2 2.9 4.8 5.6 12.2 14.4 9.8 11.4 18.9 23.9 44.9 54.5 4.4 5.9 9.7 11.1 24.5 28.7

Beam c[mm] ≥ 40 45 60 60 95 100 70 70 100 100 150 180 40 45 60 60 95 100app. N 90°[kN] 2.4 3.4 4.9 5.3 9.7 10.7 4.8 7.2 11.4 12.2 22.6 27.3 4.3 5.1 8.4 9.1 16.1 17.5

app. F 60° [kN] 1.5 2.0 3.1 3.5 7.0 8.0 3.4 4.5 7.3 8.5 16.0 20.4 2.5 3.2 5.5 6.5 11.8 13.4

app. F 45° [kN] 1.3 1.7 2.7 3.1 6.4 7.3 3.1 4.0 6.4 7.7 14.4 18.7 2.2 2.8 4.8 5.9 10.7 12.4

app. F 20° [kN] 1.1 1.5 2.5 2.9 6.3 7.4 3.0 3.6 5.9 7.5 14.1 18.9 1.9 2.6 4.5 5.8 10.8 12.6

app. V 0° [kN] 1.1 1.5 2.4 2.8 6.1 7.2 2.9 3.4 5.7 7.2 13.6 18.5 1.8 2.4 4.3 5.6 10.4 12.4

Corner c[mm] ≥ 40 45 60 60 95 100 70 70 100 100 150 180 40 45 60 60 95 100app. N 90°[kN] 2.4 3.8 5.2 6.1 10.2 11.5 4.8 7.5 11.4 12.6 22.6 27.3 4.8 6.3 9.8 12.0 18.5 20.8

app. F 60° [kN] 1.2 1.8 2.7 3.1 6.2 7.1 3.0 4.0 6.3 7.6 14.0 18.0 2.3 3.1 5.2 6.6 11.3 13.2

app. F 45° [kN] 1.0 1.4 2.3 2.6 5.4 6.2 2.6 3.4 5.4 6.6 12.2 15.9 1.9 2.6 4.4 5.6 9.8 11.6

app. F 20° [kN] 0.9 1.2 1.9 2.2 4.5 5.7 2.4 2.8 4.6 5.8 11.1 14.9 1.6 2.1 3.7 4.8 8.9 10.6

app. V 0° [kN] 0.8 1.1 1.8 2.1 4.6 5.4 2.2 2.7 4.4 5.6 10.6 14.3 1.5 2.0 3.5 4.6 8.5 10.1

1

Design aids

HALFEN ANCHOR BOLTS

Design aids for Wedge Anchor HB - BZ zinc plated for anchoring in cracked concrete C20/25

The tables below show permissible loads as per ETA-approval ETA-07/0250The calculation of loads is subject to the following assumptions:

- Loads are applied centrally to the anchor plate, direction of load as per diagram 1- Predominantly static loads as per DIN1055 / EC 1- Minimum distance between anchor groups is 3 x hef

- The metal fixture makes full contact with the concrete and stays flat under load/pressure- The drill hole diameter, depth of drill hole and hole in the fixture are not larger than described in the approval notice- Anchors are installed in accordance with the approval and installation instructions- The partial safety factors relating to the characteristic values are: - impact γF= 1,4 - resistance γM= see approval

Steel zinc plated


59


40 45 60 60 95 100 80 90 140 180 200 220 s[mm]

100 120 130 170 200 230 100 120 130 170 200 230 h[mm]

M8

M10

M12

M16

M20

M24

M8

M10

M12

M16

M20

M24

Without edge

8.9 12.4 15.4 20.5 29.7 35.2 9.5 17.1 22.9 39.1 47.6 56.7 app. N 90° [kN] 9.6 13.4 16.5 22.0 32.0 37.2 10.8 18.6 25.4 42.0 51.2 61.0 app. F 60° [kN]10.1 14.1 17.4 23.2 33.6 39.8 11.9 19.7 27.1 44.2 53.9 64.1 app. F 45° [kN]13.2 18.4 22.7 30.3 43.9 52.0 16.9 26.0 36.7 57.8 70.4 83.8 app. F 20° [kN]17.8 24.9 30.7 41.0 59.4 70.3 26.7 35.9 53.0 78.2 95.2 113.4 app. V 0° [kN]

70 70 100 100 150 180 40 45 60 60 95 100 c[mm] Edge at lower side

8.9 10.6 15.4 17.5 29.7 35.2 9.5 12.7 20.8 27.8 37.7 43.2 app. N 90° [kN]4.5 5.3 8.3 10.1 18.2 23.2 3.3 4.4 7.6 9.9 16.9 19.9 app. F 60° [kN]3.7 4.4 7.0 8.6 15.8 20.6 2.5 3.4 6.0 7.7 13.9 16.4 app. F 45° [kN]3.1 3.6 6.0 7.6 14.3 19.3 1.9 2.6 4.6 5.9 11.0 13.2 app. F 20° [kN]2.9 3.4 5.7 7.2 13.6 18.5 1.8 2.4 4.3 5.6 10.4 12.4 app. V 0° [kN]

70 70 100 100 150 180 40 45 60 60 95 100 c[mm] Narrow component

8.9 9.6 15.4 15.8 29.7 35.2 8.6 10.2 18.2 22.7 33.1 36.8 app. N 90° [kN]8.5 9.5 15.3 16.6 31.3 37.8 7.1 8.8 15.7 19.8 31.4 35.8 app. F 60° [kN]8.5 9.6 15.5 17.3 32.6 39.8 6.7 8.4 15.0 19.1 31.3 35.9 app. F 45° [kN]10.1 11.5 18.9 22.1 41.7 52.0 7.1 9.2 16.3 20.9 36.5 42.6 app. F 20° [kN]11.6 13.8 22.7 28.7 54.4 70.3 7.3 9.8 17.2 22.3 41.7 49.8 app. V 0° [kN]

70 70 100 100 150 180 40 45 60 60 95 100 c[mm] Beam8.9 9.6 15.4 15.8 29.7 35.2 8.6 10.2 18.2 22.7 33.1 36.8 app. N 90° [kN]4.5 5.1 8.3 9.7 18.2 23.2 3.2 4.1 7.3 9.4 16.2 18.8 app. F 60° [kN]3.7 4.3 7.0 8.4 15.8 20.6 2.5 3.3 5.9 7.6 13.4 15.8 app. F 45° [kN]3.1 3.6 6.0 7.5 14.3 19.3 1.9 2.6 4.6 5.9 11.0 13.1 app. F 20° [kN]2.9 3.4 5.7 7.2 13.6 18.5 1.8 2.4 4.3 5.6 10.4 12.4 app. V 0° [kN]

70 70 100 100 150 180 40 45 60 60 95 100 c[mm] Corner8.9 9.6 15.4 16.0 29.7 35.2 8.8 10.6 18.5 23.5 33.6 37.7 app. N 90° [kN]3.8 4.3 7.1 8.3 15.7 20.1 2.7 3.6 6.3 8.2 14.1 16.6 app. F 60° [kN]3.0 3.6 5.8 7.0 13.2 17.2 2.0 2.7 4.9 6.4 11.5 13.5 app. F 45° [kN]2.4 2.8 4.7 5.9 11.1 15.0 1.6 2.1 3.7 4.9 9.0 10.7 app. F 20° [kN]2.2 2.7 4.4 5.6 10.6 14.3 1.5 2.0 3.5 4.6 8.5 10.1 app. V 0° [kN]

c

c

s

s chef

d0

tfix

N [kN] 90°

F [kN] 60°F [kN] 45°

F [kN] 20°

V [kN

] 0°

h1

≥ hmin

Design aids

HALFEN ANCHOR BOLTS

Diagram 2

Design aids for Wedge Anchor HB - BZ zinc plated for anchoring in cracked concrete C20/25

Diagram 1


60


ETA07/0249

Without edge

s[mm] ≥ 0 0 0 0 0 40 50 60 60 95 80 90 140 180 200h[mm] ≥ 100 120 130 160 200 100 120 130 160 200 100 120 130 160 200

M8

M10

M12

M16

M20

M8

M10

M12

M16

M20

M8

M10

M12

M16

M20

app. N 90° [kN] 2.4 4.3 5.7 11.9 17.1 4.8 8.6 11.4 16.6 22.6 4.8 8.6 11.4 22.9 28.6

app. F 60° [kN] 2.7 4.8 6.5 13.1 18.4 5.4 9.6 12.4 17.8 24.3 5.4 9.7 12.9 24.6 30.7

app. F 45° [kN] 3.1 5.3 7.3 14.0 19.4 6.0 10.2 13.0 18.8 25.5 6.1 10.6 14.2 25.9 32.3

app. F 20° [kN] 4.4 7.4 10.5 18.8 25.3 8.6 13.9 17.2 24.5 33.4 8.9 14.8 19.9 33.9 42.2

app. V 0° [kN] 7.4 11.4 17.1 26.9 34.3 13.8 20.4 23.5 33.2 45.1 14.9 22.9 30.9 45.8 57.1

Edge at lower side c[mm] ≥ 40 55 60 60 95 70 75 100 100 150 40 55 60 60 95

app. N 90° [kN] 2.4 4.3 5.7 8.3 12.5 4.8 8.6 11.4 13.8 22.6 4.8 8.5 11.0 14.2 20.8

app. F 60° [kN] 1.5 2.6 3.3 4.2 7.9 3.4 5.2 7.3 9.1 16.0 2.6 4.5 6.2 7.9 13.4

app. F 45° [kN] 1.3 2.3 2.9 3.5 7.0 3.1 4.5 6.4 8.0 14.4 2.2 3.8 5.2 6.8 11.8

app. F 20° [kN] 1.1 2.1 2.5 2.9 6.4 3.0 4.0 5.9 7.5 14.1 1.9 3.2 4.5 5.9 10.9

app. V 0° [kN] 1.1 2.0 2.4 2.8 6.1 2.9 3.8 5.7 7.2 13.6 1.8 3.1 4.3 5.6 10.4

Narrow compo-nent c[mm] ≥ 40 55 60 60 95 70 75 100 100 150 40 55 60 60 95

app. N 90° [kN] 2.4 4.3 4.9 5.3 9.7 4.8 8.4 11.4 12.8 22.6 4.8 7.8 10.6 13.3 19.8

app. F 60° [kN] 2.0 3.7 4.3 4.7 9.2 5.1 8.4 11.7 13.6 24.2 4.0 6.9 9.0 10.9 18.7

app. F 45° [kN] 1.9 3.5 4.1 4.6 9.2 5.4 8.6 12.1 14.2 25.5 3.9 6.7 8.6 10.3 18.6

app. F 20° [kN] 2.1 3.8 4.5 5.1 10.7 7.1 10.4 15.1 18.2 33.3 4.2 7.4 9.3 10.9 21.6

app. V 0° [kN] 2.2 4.0 4.8 5.6 12.2 9.8 12.6 18.9 23.9 44.9 4.4 7.9 9.7 11.1 24.5

Beam c[mm] ≥ 40 55 60 60 95 70 75 100 100 150 40 55 60 60 95app. N 90° [kN] 2.4 4.3 4.9 5.3 9.7 4.8 8.1 11.4 12.2 22.6 4.3 6.5 8.4 9.1 16.1

app. F 60° [kN] 1.5 2.6 3.1 3.5 7.0 3.4 5.1 7.3 8.5 16.0 2.5 4.0 5.5 6.5 11.8

app. F 45° [kN] 1.3 2.3 2.7 3.1 6.4 3.1 4.4 6.4 7.7 14.4 2.2 3.5 4.8 5.9 10.7

app. F 20° [kN] 1.1 2.1 2.5 2.9 6.3 3.0 4.0 5.9 7.5 14.1 1.9 3.2 4.5 5.8 10.8

app. V 0° [kN] 1.1 2.0 2.4 2.8 6.1 2.9 3.8 5.7 7.2 13.6 1.8 3.1 4.3 5.6 10.4

Corner c[mm] ≥ 40 55 60 60 95 70 75 100 100 150 40 55 60 60 95app. N 90° [kN] 2.4 4.3 5.2 6.1 10.2 4.8 8.3 11.4 12.6 22.6 4.8 7.4 9.8 12.0 18.5

app. F 60° [kN] 1.2 2.2 2.7 3.1 6.2 3.0 4.4 6.3 7.6 14.0 2.3 3.7 5.2 6.6 11.3

app. F 45° [kN] 1.0 1.9 2.3 2.6 5.4 2.6 3.7 5.4 6.6 12.2 1.9 3.1 4.4 5.6 9.8

app. F 20° [kN] 0.9 1.6 1.9 2.2 4.8 2.4 3.2 4.6 5.8 11.1 1.6 2.6 3.7 4.8 8.9

app. V 0° [kN] 0.8 1.5 1.8 2.1 4.6 2.2 3.0 4.4 5.6 10.6 1.5 2.5 3.5 4.6 8.5

1

Design aids

HALFEN ANCHOR BOLTS

Stainless steel A4Stainless steel HCR 1.4529




Design aids for Wedge Anchor HB -BZ A4 and HCR for anchoring in cracked concrete C20/25


61


40 50 60 60 95 80 90 140 180 200 s[mm]100 120 130 160 200 100 120 130 160 200 h[mm]

M8

M10

M12

M16

M20

M8

M10

M12

M16

M20

Without edge

8.9 13.0 15.4 20.5 29.7 9.5 17.1 22.9 39.1 47.6 app. N 90° [kN] 9.6 14.0 16.5 22.0 32.0 10.8 18.6 25.4 42.0 51.2 app. F 60° [kN]10.1 14.7 17.4 23.2 33.6 11.9 19.7 27.1 44.2 53.9 app. F 45° [kN]13.2 19.2 22.7 30.3 43.9 16.9 26.0 36.7 57.8 70.4 app. F 20° [kN]17.8 26.0 30.7 41.0 59.4 26.7 35.9 53.0 78.2 95.2 app. V 0° [kN]

70 75 100 100 150 40 55 60 60 95 c[mm] Edge at lower side

8.9 11.6 15.4 17.5 29.7 9.5 13.8 20.8 27.8 37.7 app. N 90° [kN]4.5 5.9 8.3 10.1 18.2 3.3 5.3 7.6 9.9 16.9 app. F 60° [kN]3.7 4.9 7.0 8.6 15.8 2.5 4.2 6.0 7.7 13.9 app. F 45° [kN]3.1 4.1 6.0 7.6 14.3 1.9 3.2 4.6 5.9 11.0 app. F 20° [kN]2.9 3.8 5.7 7.2 13.6 1.8 3.1 4.3 5.6 10.4 app. V 0° [kN]

70 75 100 100 150 40 55 60 60 95 c[mm] Narrow component

8.9 10.7 15.4 15.8 29.7 8.6 11.7 18.2 22.7 33.1 app. N 90° [kN]8.5 10.6 15.3 16.6 31.3 7.1 10.5 15.7 19.8 31.4 app. F 60° [kN]8.5 10.7 15.5 17.3 32.6 6.7 10.2 15.0 19.1 31.3 app. F 45° [kN]10.1 12.9 18.9 22.1 41.7 7.1 11.3 16.3 20.9 36.5 app. F 20° [kN]11.6 15.4 22.7 28.7 54.4 7.3 12.2 17.2 22.3 41.7 app. V 0° [kN]

70 75 100 100 150 40 55 60 60 95 c[mm] Beam8.9 10.7 15.4 15.8 29.7 8.6 11.7 18.2 22.7 33.1 app. N 90° [kN]4.5 5.7 8.3 9.7 18.2 3.2 5.1 7.3 9.4 16.2 app. F 60° [kN]3.7 4.8 7.0 8.4 15.8 2.5 4.1 5.9 7.6 13.4 app. F 45° [kN]3.1 4.1 6.0 7.5 14.3 1.9 3.2 4.6 5.9 11.0 app. F 20° [kN]2.9 3.8 5.7 7.2 13.6 1.8 3.1 4.3 5.6 10.4 app. V 0° [kN]

70 75 100 100 150 40 55 60 60 95 c[mm] Corner8.9 10.8 15.4 16.0 29.7 8.8 12.0 18.5 23.5 33.6 app. N 90° [kN]3.8 4.9 7.1 8.3 25.7 2.7 4.3 6.3 8.2 14.1 app. F 60° [kN]3.0 4.0 5.8 7.0 13.2 2.0 3.4 4.9 6.4 11.5 app. F 45° [kN]2.4 3.2 4.7 5.9 11.1 1.6 2.6 3.7 4.9 9.0 app. F 20° [kN]2.2 3.0 4.4 5.6 10.6 1.5 2.5 3.5 4.6 8.5 app. V 0° [kN]

c

c

s

s c

hef

d0

tfix

N [kN] 90°

F [kN] 60°F [kN] 45°

F [kN] 20°

V [kN

] 0°

h1

≥ hmin

Design aids

HALFEN ANCHOR BOLTS

Design aids for Wedge Anchor HB -BZ A4 and HCR for anchoring in cracked concrete C20/25

Diagram 2Diagram 1


62

Approved loads for non-cracked concrete C20/25, safety factors are included - Steel, hot-dip galvanized: recommended loads

ETA-07/0248

s[mm] ≥ 0 0 0 0 0 0 40 50 55 75 90 105 100 100 110 140 160 180h[mm] ≥ 100 100 100 130 170 200 100 100 100 130 170 200 100 100 100 130 170 200

Without edge

M6

M8

M10

M12

M16

M20

M6

M8

M10

M12

M16

M20

M6

M8

M10

M12

M16

M20

app. N 90° [kN] 4.1 5.7 7.6 11.9 16.7 23.8 8.1 9.7 11.0 17.4 24.3 32.4 8.3 11.4 14.1 21.6 29.4 38.4

app. F 60° [kN] 3.1 5.2 6.8 11.1 16.4 24.1 6.2 8.5 9.7 17.8 26.0 34.8 6.2 10.3 12.4 20.8 26.0 41.0

app. F 45° [kN] 2.9 5.1 6.6 11.0 16.6 24.6 5.7 8.2 9.4 18.4 27.3 36.7 5.7 10.1 11.9 20.4 27.3 42.9

app. F 20° [kN] 2.9 5.7 7.4 12.7 19.9 30.2 5.8 9.0 10.3 22.8 35.4 47.9 5.8 11.3 13.2 24.6 35.4 55.6

app. V 0° [kN] 2.9 6.3 8.0 14.3 23.6 37.1 5.7 9.7 11.0 28.6 47.3 64.8 5.7 12.3 14.1 28.6 47.3 74.1


app. N 90° [kN] 2.7 3.5 5.1 7.9 10.8 15.2 3.4 4.3 6.2 9.8 13.1 18.4 4.4 5.1 7.4 11.3 15.0 20.6

app. F 60° [kN] 1.8 2.5 3.8 6.3 8.8 12.5 2.3 3.2 4.7 7.8 11.0 15.5 3.0 3.8 5.7 9.2 12.6 17.6

app. F 45° [kN] 1.5 2.2 3.5 5.8 8.3 11.9 2.0 2.9 4.4 7.3 10.4 14.8 2.7 3.5 5.2 8.6 12.0 16.9

app. F 20° [kN] 1.4 2.2 3.5 6.1 8.8 12.6 1.9 2.9 4.4 7.7 11.1 15.9 2.6 3.6 5.4 9.1 13.0 18.3

app. V 0° [kN] 1.4 2.1 3.4 6.1 9.0 12.9 1.8 2.8 4.4 7.8 11.5 16.6 2.5 3.5 5.3 9.2 13.5 19.1

Narrow com-ponent c[mm] ≥ 40 50 65 90 105 125 40 50 65 90 105 125 40 50 65 90 105 125

app. N 90° [kN] 1.8 2.2 3.6 5.6 7.3 10.1 2.7 3.3 5.1 7.9 10.4 14.4 4.1 4.3 6.6 10.0 12.8 17.4

app. F 60° [kN] 1.8 2.3 3.8 6.1 8.2 11.4 2.9 3.6 5.4 9.0 11.9 16.4 4.0 4.6 7.0 11.2 14.5 19.7

app. F 45° [kN] 1.9 2.4 4.0 6.5 8.8 12.3 3.1 3.8 5.7 10.2 13.7 19.1 4.0 4.9 7.4 12.0 16.0 22.1

app. F 20° [kN] 2.2 3.2 5.1 8.7 12.1 17.1 4.0 5.2 7.4 14.7 20.3 28.6 4.7 6.3 9.6 16.4 22.7 31.7

app. V 0° [kN] 2.7 4.2 6.8 12.1 17.9 25.9 5.4 7.4 10.0 24.3 35.8 51.7 5.4 8.4 12.9 24.3 35.8 51.7

Beam c[mm] ≥ 40 50 65 90 105 125 40 50 65 90 105 125 40 50 65 90 105 125app. N 90° [kN] 1.8 2.2 3.6 5.6 7.3 10.1 2.3 2.7 4.4 6.9 8.9 12.2 3.0 3.2 5.2 8.0 10.1 13.8

app. F 60° [kN] 1.4 1.9 3.1 5.1 6.9 9.7 1.8 2.4 3.8 6.3 8.5 11.9 2.4 2.9 4.6 7.4 9.8 13.5

app. F 45° [kN] 1.3 1.8 3.0 4.9 6.8 9.6 1.7 2.3 3.7 6.2 8.5 11.9 2.3 2.8 4.5 7.3 9.8 13.6

app. F 20° [kN] 1.4 2.0 3.2 5.6 7.9 11.3 1.8 2.6 4.1 7.0 10.0 14.2 2.4 3.2 4.9 8.3 11.6 16.2

app. V 0° [kN] 1.4 2.1 3.4 6.1 9.0 12.9 1.8 2.8 4.4 7.8 11.5 16.6 2.5 3.5 5.3 9.2 13.5 19.1

Corner c[mm] ≥ 40 50 65 90 105 125 40 50 65 90 105 125 40 50 65 90 105 125app. N 90° [kN] 2.0 2.5 3.9 6.1 8.1 11.4 2.7 3.3 5.1 7.9 10.5 14.6 3.8 4.1 6.2 9.5 12.3 16.8

app. F 60° [kN] 1.3 1.8 2.9 4.8 6.6 9.4 1.8 2.5 3.8 6.3 8.7 12.2 2.5 3.1 4.7 7.6 10.3 14.3

app. F 45° [kN] 1.2 1.7 2.6 4.4 6.2 8.9 1.6 2.3 3.5 5.8 8.2 11.6 2.2 2.9 4.3 7.1 9.8 13.6

app. F 20° [kN] 1.1 1.6 2.6 4.6 6.6 9.5 1.5 2.3 3.5 6.1 8.8 12.5 2.1 2.9 4.4 7.3 10.5 14.7

app. V 0° [kN] 1.0 1.6 2.6 4.5 6.7 9.7 1.4 2.2 3.4 6.1 9.0 13.0 2.0 2.8 4.3 7.4 10.8 15.3

7

Design aids

HALFEN ANCHOR BOLTS

The tables below show permissible loads as per ETA- approval-07/0248 The calculation of loads is subject to the following assumptions:



Design aids for Wedge Anchor HB -B z inc p lated for anchoring in non-cracked concrete C20/25

Steel zinc platedSteel hot-dip galvanized


63

Approved loads for non-cracked concrete C20/25, safety factors are included - Steel hot-dip galvanized: recommended loads

40 50 55 75 90 105 100 100 110 140 160 180 s[mm]100 100 100 130 170 200 100 100 100 130 170 200 h[mm]

M6

M8

M10

M12

M16

M20

M6

M8

M10

M12

M16

M20

Without edge

10.8 13.3 15.2 24.1 33.2 43.7 16.6 21.6 24.8 37.1 48.5 61.4 app. N 90° [kN]

9.5 11.7 13.4 25.9 35.7 47.0 12.5 19.0 21.8 37.4 51.9 66.1 app. F 60° [kN]

9.2 11.3 12.9 27.3 37.6 49.5 11.5 18.4 21.1 38.2 54.4 69.5 app. F 45° [kN]

10.1 12.5 14.3 35.6 49.1 64.7 11.7 20.3 23.2 46.8 70.6 90.8 app. F 20° [kN]

10.8 13.3 15.2 48.2 66.5 87.5 11.4 21.6 24.8 57.1 94.5 122.9 app. V 0° [kN]


4.6 5.6 8.1 12.6 16.9 23.5 8.1 8.2 11.8 17.5 22.7 30.6 app. N 90° [kN]

2.6 3.6 5.4 9.0 12.7 17.9 3.9 4.8 7.2 11.6 15.9 22.0 app. F 60° [kN]

2.2 3.2 4.8 8.1 11.6 16.5 3.2 4.2 6.2 10.2 14.1 20.0 app. F 45° [kN]

1.9 2.9 4.6 8.0 11.8 16.8 2.6 3.7 5.6 9.6 14.0 19.9 app. F 20° [kN]

1.8 2.8 4.4 7.8 11.5 16.6 2.5 3.5 5.3 9.2 13.5 19.1 app. V 0° [kN]


3.4 4.0 6.2 9.8 12.7 17.4 6.7 6.3 9.6 14.2 17.9 23.7 app. N 90° [kN]

3.7 4.5 6.8 11.1 14.5 19.8 6.7 7.0 10.5 16.0 20.2 26.9 app. F 60° [kN]

3.9 4.9 7.3 12.6 16.9 23.4 6.8 7.4 11.2 17.4 22.8 30.7 app. F 45° [kN]

5.2 6.7 9.7 18.4 25.3 35.4 8.2 9.9 15.0 24.2 32.8 44.9 app. F 20° [kN]

7.2 10.2 13.8 31.0 46.0 66.2 10.0 14.1 21.3 36.8 54.0 76.6 app. V 0° [kN]

40 50 65 90 105 125 40 50 65 90 105 125 c[mm] Beam3.4 4.0 6.2 9.8 12.7 17.4 6.7 6.3 9.6 14.2 17.9 23.7 app. N 90° [kN]

2.3 3.0 4.7 7.8 10.7 15.0 3.6 4.3 6.5 10.4 14.0 19.1 app. F 60° [kN]

2.0 2.8 4.4 7.3 10.2 14.4 3.1 3.8 5.8 9.5 13.0 18.0 app. F 45° [kN]

1.9 2.9 4.4 7.7 11.1 15.7 2.6 3.7 5.6 9.5 13.5 18.9 app. F 20° [kN]

1.8 2.8 4.4 7.8 11.5 16.6 2.5 3.5 5.3 9.2 13.5 19.1 app. V 0° [kN]

40 50 65 90 105 125 40 50 65 90 105 125 c[mm] Corner3.6 4.4 6.6 10.3 13.5 18.7 6.9 6.7 9.9 14.7 18.7 24.9 app. N 90° [kN]

2.0 2.8 4.3 7.2 10.0 14.2 3.2 3.9 5.9 9.5 13.0 17.8 app. F 60° [kN]

1.7 2.5 3.8 6.5 9.2 13.0 2.7 3.4 5.1 8.3 11.6 16.1 app. F 45° [kN]

1.5 2.3 3.6 6.3 9.3 13.2 2.2 3.0 4.5 7.7 11.3 15.9 app. F 20° [kN]

1.4 2.2 3.4 6.1 9.0 13.0 2.0 2.8 4.3 7.4 10.8 15.3 app. V 0° [kN]

c

c

s

s c

hef

d0

tfix

N [kN] 90°

F [kN] 60°F [kN] 45°

F [kN] 20°

V [kN

] 0°

h1

≥ hmin

Design aids

HALFEN ANCHOR BOLTS

Diagram 2

Des ign a ids for Wedge Anchor HB -B z inc p lated for anchor ing in non-cracked concrete C20/25

Diagram 1


64

Approved loads for non-cracked concrete C20/25, safety factors are included

ETA-07/0247

s[mm] ≥ 0 0 0 0 0 0 35 35 45 60 80 100 60 110 80 100 140 180h[mm] ≥ 100 100 100 130 160 200 100 100 100 130 160 200 100 100 100 130 160 200

Without edge

M6

M8

M10

M12

M16

M20

M6

M8

M10

M12

M16

M20

M6

M8

M10

M12

M16

M20

app. N 90° [kN] 3.6 5.7 7.6 11.9 17.2 24.0 7.1 8.9 10.5 16.4 22.9 32.0 7.1 11.4 12.4 19.0 27.2 38.4

app. F 60° [kN] 3.3 5.3 6.8 11.4 17.7 25.3 6.5 7.8 9.2 17.4 24.6 34.4 6.5 10.5 10.9 19.4 29.2 41.3

app. F 45° [kN] 3.2 5.3 6.6 11.4 18.2 26.3 6.3 7.5 8.9 18.2 25.9 36.2 6.4 10.3 10.5 20.0 30.8 43.4

app. F 20° [kN] 3.6 6.1 7.4 13.4 22.7 33.6 7.2 8.3 9.8 23.4 33.8 47.3 7.3 11.6 11.6 24.8 40.2 56.8

app. V 0° [kN] 4.0 6.9 8.0 15.4 28.6 43.9 7.8 8.9 10.5 30.9 45.8 64.0 8.0 12.8 12.4 30.9 54.4 76.8


app. N 90° [kN] 3.6 4.3 5.7 9.5 12.9 18.0 5.7 8.6 10.2 16.4 22.9 32.0 5.7 8.6 10.2 15.0 20.4 28.2

app. F 60° [kN] 1.7 2.5 3.5 5.8 7.9 11.7 3.0 5.1 6.1 10.4 15.3 22.6 2.7 4.7 5.7 8.7 12.5 18.8

app. F 45° [kN] 1.4 2.2 3.1 5.0 6.9 10.4 2.6 4.4 5.3 9.1 13.6 20.4 2.3 4.0 4.8 7.5 10.9 16.6

app. F 20° [kN] 1.2 1.9 2.8 4.5 6.2 9.7 2.2 3.9 4.7 8.3 12.8 20.0 1.8 3.4 4.1 6.6 9.8 15.5

app. V 0° [kN] 1.1 1.8 2.6 4.3 5.9 9.3 2.0 3.7 4.5 7.9 12.3 19.2 1.7 3.3 3.9 6.3 9.4 14.8

Narrow component c[mm] ≥ 35 45 55 70 80 100 45 65 70 100 120 150 35 45 55 70 80 100

app. N 90° [kN] 2.9 4.3 5.7 8.3 10.3 14.4 5.7 8.6 10.2 16.4 22.9 32.0 5.7 8.6 9.8 14.2 19.3 27.4

app. F 60° [kN] 2.3 3.5 4.9 7.3 9.5 13.8 5.1 7.6 8.9 16.8 23.9 34.3 4.5 7.0 8.6 13.3 18.2 26.6

app. F 45° [kN] 2.1 3.3 4.6 7.1 9.4 13.7 4.9 7.3 8.6 17.2 24.8 36.0 4.2 6.6 8.3 13.1 18.1 26.7

app. F 20° [kN] 2.2 3.5 5.0 7.9 10.7 16.1 5.4 8.1 9.5 21.3 31.3 46.8 4.4 7.0 9.2 15.2 20.9 31.7

app. V 0° [kN] 2.2 3.6 5.3 8.5 11.8 18.5 5.9 8.7 10.2 26.5 40.2 62.9 4.4 7.2 9.8 17.1 23.7 37.0

Beam c[mm] ≥ 35 45 55 70 80 100 45 65 70 100 120 150 35 45 55 70 80 100app. N 90° [kN] 2.9 4.3 5.7 8.3 10.3 14.4 5.4 8.6 10.1 16.4 22.9 32.0 4.6 7.9 8.8 12.5 16.3 23.0

app. F 60° [kN] 1.6 2.5 3.5 5.4 7.1 10.5 3.0 5.1 6.1 10.4 15.3 22.6 2.5 4.6 5.3 8.1 11.3 16.8

app. F 45° [kN] 1.4 2.2 3.1 4.8 6.4 9.6 2.5 4.4 5.3 9.1 13.6 20.4 2.2 3.9 4.6 7.1 10.1 15.3

app. F 20° [kN] 1.2 1.9 2.8 4.5 6.2 9.6 2.2 3.9 4.7 8.3 12.8 20.0 1.8 3.4 4.1 6.6 9.8 15.3

app. V 0° [kN] 1.1 1.8 2.6 4.3 5.9 9.3 2.0 3.7 4.5 7.9 12.3 19.2 1.7 3.3 3.9 6.3 9.4 14.8

Corner c[mm] ≥ 35 45 55 70 80 100 45 65 70 100 120 150 35 45 55 70 80 100app. N 90° [kN] 2.9 4.3 5.7 8.5 10.7 15.0 5.7 8.6 10.1 16.4 22.9 32.0 5.4 8.6 9.4 13.6 18.2 25.8

app. F 60° [kN] 1.3 2.1 3.0 4.6 6.2 9.2 2.6 4.3 5.2 9.0 13.3 19.8 2.3 4.2 4.8 7.3 10.6 15.9

app. F 45° [kN] 1.1 1.7 2.5 3.9 5.3 8.1 2.1 3.6 4.4 7.6 11.4 17.3 1.9 3.5 4.0 6.2 9.1 13.9

app. F 20° [kN] 0.9 1.4 2.1 3.4 4.7 7.3 1.7 3.0 3.7 6.5 10.1 15.7 1.5 2.8 3.3 5.3 7.9 12.5

app. V 0° [kN] 0.8 1.4 2.0 3.2 4.4 6.9 1.6 2.9 3.5 6.2 9.6 14.9 1.4 2.7 3.1 5.0 7.6 11.9

7

Design aids

HALFEN ANCHOR BOLTS

The tables below show permissible loads as per ETA- approval-07/0247The calculation of loads is subject to the following assumptions:



Stainless steel A4

Design aids for Wedge Anchor HB -B A4 for anchoring in non-cracked concrete C20/25


65


35 35 45 60 80 100 60 110 80 100 140 180 s[mm]100 100 100 130 160 200 100 100 100 130 160 200 h[mm]

M6

M8

M10

M12

M16

M20

M6

M8

M10

M12

M16

M20

Without edge

10.1 11.2 13.7 21.5 30.5 42.7 13.7 22.9 19.3 28.8 43.1 61.4 app. N 90° [kN]

8.9 9.8 12.1 23.1 32.8 45.9 12.0 20.3 17.0 31.0 46.3 66.1 app. F 60° [kN]

8.6 9.5 11.7 24.3 34.5 48.3 11.6 19.7 16.4 32.6 48.7 69.5 app. F 45° [kN]

9.5 10.5 12.9 31.8 45.1 63.1 12.8 21.9 18.1 42.5 63.6 90.8 app. F 20° [kN]

10.1 11.2 13.7 43.0 61.1 85.3 13.7 23.5 19.3 57.6 86.1 122.9 app. V 0° [kN]


8.5 11.1 13.5 21.5 30.5 42.7 10.3 17.1 16.6 23.9 34.7 49.5 app. N 90° [kN]

3.5 5.6 6.8 11.6 17.4 25.9 3.2 5.9 6.7 10.4 15.3 23.4 app. F 60° [kN]

2.8 4.7 5.7 9.8 14.9 22.5 2.4 4.5 5.4 8.5 12.5 19.3 app. F 45° [kN]

2.2 3.9 4.7 8.4 12.9 20.2 1.9 3.5 4.2 6.7 9.9 15.7 app. F 20° [kN]

2.0 3.7 4.5 7.9 12.3 19.2 1.7 3.3 3.9 6.3 9.4 14.8 app. V 0° [kN]


7.6 11.0 13.3 21.5 30.5 42.7 8.6 17.1 15.2 21.4 30.6 43.8 app. N 90° [kN]

y

6.6 9.7 11.7 21.4 31.1 44.8 7.0 13.5 13.4 19.9 28.8 42.5 app. F 60° [kN]

6.4 9.4 11.3 21.8 32.0 46.6 6.6 12.6 12.9 19.7 28.6 42.7 app. F 45° [kN]

7.1 10.3 12.5 26.4 39.6 59.3 6.9 13.1 14.3 22.5 33.1 50.7 app. F 20° [kN]

7.6 11.0 13.3 31.8 49.2 76.9 7.0 13.1 15.2 25.2 37.5 59.2 app. V 0° [kN]

45 65 70 100 120 150 35 45 55 70 80 100 c[mm] Beam7.6 11.0 13.3 21.5 30.5 42.7 8.6 17.1 15.2 21.4 30.6 43.8 app. N 90° [kN]

3.3 5.6 6.8 11.6 17.4 25.9 3.1 5.9 6.5 10.0 14.7 22.4 app. F 60° [kN]

2.7 4.7 5.7 9.8 14.9 22.5 2.4 4.5 5.3 8.3 12.2 18.8 app. F 45° [kN]

2.2 3.9 4.7 8.4 12.9 20.2 1.9 3.5 4.2 6.7 9.9 15.6 app. F 20° [kN]

2.0 3.7 4.5 7.9 12.3 19.2 1.7 3.3 3.9 6.3 9.4 14.8 app. V 0° [kN]

45 65 70 100 120 150 35 45 55 70 80 100 c[mm] Corner7.6 11.0 13.3 21.5 30.5 42.7 8.9 17.1 15.3 21.7 31.0 44.4 app. N 90° [kN]

2.8 4.7 5.7 9.9 14.9 22.3 2.6 5.0 5.6 8.6 12.7 19.5 app. F 60° [kN]

2.2 3.8 4.7 8.1 12.4 18.8 2.0 3.7 4.4 6.9 10.3 16.0 app. F 45° [kN]

1.7 3.0 3.7 6.5 10.1 15.8 1.5 2.8 3.3 5.3 8.0 12.6 app. F 20° [kN]

1.6 2.9 3.5 6.2 9.6 14.9 1.4 2.7 3.1 5.0 7.6 11.9 app. V 0° [kN]

c

c

s

s c

hef

d0

tfix

N [kN] 90°

F [kN] 60°F [kN] 45°

F [kN] 20°

V [kN

] 0°

h1

≥ hmin

Design aids

HALFEN ANCHOR BOLTS

Diagram 2

Design aids for Wedge Anchor HB -B A4 for anchoring in non-cracked concrete C20/25

Diagram 1


66


ETA09/0416

Without edge

s[mm] ≥ 0 0 0 0 0 0 0 50 60 70 80 100 100 125 100 120 175 200 220 220 540h[mm] ≥ 100 120 140 160 200 230 250 100 120 140 160 200 230 250 100 120 140 160 200 230 250

M6

M8

M10

M12

M16

M16

L

M20

M6

M8

M10

M12

M16

M16

L

M20

M6

M8

M10

M12

M16

M16

L

M20

app. N 90° [kN] 2.4 5.7 7.6 12.3 17.1 21.1 24.0 4.8 10.6 13.6 16.4 22.9 27.3 31.9 4.8 11.4 15.2 22.5 29.7 34.6 47.9app. F 60° [kN] 2.7 6.4 8.6 13.2 18.4 22.7 25.8 5.4 11.4 14.7 17.6 24.6 29.3 34.3 5.4 12.7 17.1 24.2 32.0 37.2 51.5app. F 45° [kN] 3.2 6.9 9.4 13.9 19.4 23.9 27.1 6.1 12.0 15.4 18.5 25.9 30.9 36.1 6.4 13.6 18.4 25.4 33.6 39.2 54.2app. F 20° [kN] 4.9 9.5 13.2 18.1 25.3 31.2 35.4 8.8 15.7 20.1 24.2 33.8 40.3 47.2 9.7 18.4 25.2 33.2 43.9 51.2 70.8app. V 0° [kN] 9.1 14.0 20.5 24.5 34.3 42.3 47.9 14.5 21.2 27.3 32.7 45.7 54.5 63.9 18.2 26.6 37.4 45.0 59.4 69.2 95.8


app. N 90° [kN] 2.4 5.7 7.6 9.2 12.9 14.6 23.2 4.8 10.6 13.6 16.4 22.9 27.3 31.9 4.8 10.0 13.9 16.9 22.3 23.9 46.4app. F 60° [kN] 1.8 3.3 4.5 5.8 8.6 9.3 18.2 3.7 6.8 9.2 12.2 17.5 20.4 27.6 3.3 5.6 8.3 10.6 15.0 15.7 36.5

app. F 45° [kN] 1.7 2.9 3.9 5.0 7.7 8.2 17.0 3.5 6.0 8.2 11.2 16.2 18.7 26.5 3.0 4.8 7.2 9.2 13.3 13.9 33.9

app. F 20° [kN] 1.7 2.5 3.5 4.6 7.3 7.5 17.6 3.6 5.5 7.8 11.3 16.6 18.9 29.0 2.9 4.2 6.4 8.4 12.6 13.0 35.1

app. V 0° [kN] 1.7 2.4 3.3 4.4 7.0 7.2 17.5 3.6 5.3 7.5 11.0 16.4 18.5 30.6 2.8 4.0 6.1 8.0 12.1 12.4 35.1


app. N 90° [kN] 2.4 4.8 6.0 7.4 10.3 10.7 22.7 4.8 10.6 13.6 16.4 22.9 27.3 31.9 4.8 9.6 13.6 16.6 21.6 22.5 46.4

app. F 60° [kN] 2.3 4.2 5.5 6.9 10.0 10.4 22.9 5.4 10.9 14.4 17.6 24.6 29.3 34.3 4.7 8.4 11.8 14.8 20.7 21.5 46.5

app. F 45° [kN] 2.3 4.0 5.4 6.8 10.1 10.4 23.4 5.8 11.3 15.0 18.5 25.9 30.9 36.1 4.7 8.1 11.4 14.5 20.7 21.4 47.4

app. F 20° [kN] 2.8 4.5 6.1 7.8 11.9 12.3 28.7 7.9 14.0 19.2 24.2 33.8 40.3 47.2 5.6 8.9 12.5 16.2 24.3 25.0 57.8

app. V 0° [kN] 3.3 4.8 6.6 8.8 14.0 14.4 35.1 11.8 17.7 25.2 32.7 45.7 54.5 63.9 6.6 9.5 13.3 17.5 27.9 28.7 70.2

Beam c[mm] ≥ 50 60 70 80 100 100 180 80 100 120 160 180 180 300 50 60 70 80 100 100 180app. N 90° [kN] 2.4 4.8 6.0 7.4 10.3 10.7 22.7 4.8 10.6 13.6 16.4 22.9 27.3 31.9 4.8 8.0 11.0 13.5 17.8 17.5 45.4

app. F 60° [kN] 1.8 3.1 4.1 5.2 7.7 8.0 18.0 3.7 6.8 9.2 12.2 17.5 20.4 27.6 3.3 5.1 7.5 9.5 13.4 13.4 36.0

app. F 45° [kN] 1.7 2.7 3.6 4.7 7.1 7.3 16.8 3.5 6.0 8.2 11.2 16.2 18.7 26.5 3.0 4.5 6.6 8.5 12.2 12.4 33.6

app. F 20° [kN] 1.7 2.5 3.5 4.6 7.2 7.4 17.5 3.6 5.5 7.8 11.3 16.6 18.9 29.0 2.9 4.2 6.3 8.4 12.4 12.6 35.0app. V 0° [kN] 1.7 2.4 3.3 4.4 7.0 7.2 17.5 3.6 5.3 7.5 11.0 16.4 18.5 30.6 2.8 4.0 6.1 8.0 12.1 12.4 35.1


app. F 60° [kN] 1.6 2.6 3.5 4.5 6.8 7.1 15.8 3.3 5.9 8.0 10.7 15.5 18.0 24.8 3.0 4.8 7.1 9.1 12.8 13.2 36.7

app. F 45° [kN] 1.4 2.2 3.0 3.9 6.0 6.2 14.1 3.0 5.0 6.9 9.5 13.8 15.9 23.0 2.6 4.0 6.1 7.8 11.2 11.6 32.4

app. F 20° [kN] 1.3 1.9 2.6 3.5 5.5 5.7 13.7 2.9 4.3 6.1 8.9 13.2 14.9 23.7 2.3 3.4 5.2 6.9 10.3 10.6 30.3

app. V 0° [kN] 1.2 1.8 2.5 3.3 5.2 5.4 13.2 2.8 4.1 5.8 8.5 12.7 14.3 23.5 2.2 3.2 5.0 6.6 9.8 10.1 28.9

Design aids for Highload Anchor HB -SZ for anchoring in cracked concrete C20/25

The tables below show permissible loads as per ETA- approval-09/0416 The calculation of loads is subject to the following assumptions:



Design aids

HALFEN ANCHOR BOLTS


67


50 60 70 80 100 100 125 100 120 175 200 220 220 540 s[mm]100 120 140 160 200 230 250 100 120 140 160 200 230 250 h[mm]

M6

M8

M10

M12

M16

M16

L

M20

M6

M8

M10

M12

M16

M16

L

M20

Without edge








c

c

s

s c

hef

d0

tfix

N [kN] 90°

F [kN] 60°F [kN] 45°

F [kN] 20°

V [kN

] 0°

h1

≥ hmin

Design aids for Highload Anchor HB -SZ for anchoring in cracked concrete C20/25

Design aids

HALFEN ANCHOR BOLTS

Diagram 2Diagram 1


68

Approved loads for non-cracked concrete C20/25, safety factors are included with screw 5.6

s[mm] ≥ 0 0 0 0 0 0 0 55 60 80 100 120 150 160 110 120 120 150 160 200 200h[mm] ≥ 100 100 100 120 130 160 200 100 100 100 120 130 160 200 100 100 100 120 130 160 200

Without edge

M6

M8

M8x

40

M10

M12

M16

M20

M6

M8

M8x

40

M10

M12

M16

M20

M6

M8

M8x

40

M10

M12

M16

M20

app. N 90° [kN] 3.3 2.8 3.6 5.1 7.1 10.5 14.3 5.3 4.7 7.1 9.3 12.7 18.5 23.9 6.6 5.6 7.1 10.1 14.1 21.0 26.2

app. F 60° [kN] 2.4 2.8 3.2 4.1 6.7 10.7 15.1 4.3 4.6 6.5 7.8 12.5 19.5 26.2 4.8 5.5 6.5 8.2 13.5 21.3 28.2

app. F 45° [kN] 2.2 2.8 3.2 3.8 6.7 10.9 15.7 4.0 4.6 6.3 7.4 12.6 20.3 27.8 4.4 5.5 6.3 7.7 13.4 21.9 29.7

app. F 20° [kN] 2.2 3.3 3.6 4.0 7.8 13.5 20.1 4.2 5.6 7.1 7.9 15.2 25.8 37.2 4.4 6.6 7.1 8.1 15.7 27.1 38.7

app. V 0° [kN] 2.1 3.9 3.9 4.1 9.0 16.8 26.2 4.3 6.6 7.8 8.2 18.0 33.5 52.4 4.3 7.8 7.8 8.2 18.0 33.5 52.4


app. N 90° [kN] 3.3 2.8 3.6 5.1 7.1 10.5 14.3 4.2 3.7 7.1 6.9 9.6 14.4 18.7 5.2 4.6 7.1 7.9 10.5 15.7 19.8

app. F 60° [kN] 2.4 2.8 3.2 4.1 6.7 10.5 15.0 3.7 3.6 5.8 6.5 9.3 14.0 19.2 4.2 4.4 6.1 7.0 10.0 15.2 20.2

app. F 45° [kN] 2.2 2.8 3.2 3.8 6.7 10.7 15.5 3.6 3.7 5.5 6.4 9.3 14.1 19.7 4.0 4.5 5.8 6.8 10.0 15.3 20.8

app. F 20° [kN] 2.2 3.3 3.6 4.0 7.8 13.0 19.7 4.0 4.4 5.8 7.3 10.9 16.8 24.5 4.2 5.3 6.2 7.6 11.7 18.1 25.7

app. V 0° [kN] 2.1 3.9 3.9 4.1 9.0 15.8 25.4 4.3 5.2 5.9 8.2 12.7 19.7 30.6 4.3 6.1 6.5 8.2 13.5 21.1 31.9


app. N 90° [kN] 3.3 2.8 3.6 5.1 7.1 10.5 14.3 4.2 3.7 7.1 6.9 9.6 14.4 18.7 5.2 4.6 7.1 7.9 10.5 15.7 19.8

app. F 60° [kN] 2.4 2.8 3.2 4.1 6.7 10.7 15.1 3.7 3.9 6.5 6.5 10.2 16.0 21.2 4.2 4.7 6.5 7.0 10.9 17.1 22.4

app. F 45° [kN] 2.2 2.8 3.2 3.8 6.7 10.9 15.7 3.6 4.0 6.3 6.4 10.6 17.1 23.4 4.0 4.9 6.3 6.8 11.2 18.2 24.4

app. F 20° [kN] 2.2 3.3 3.6 4.0 7.8 13.5 20.1 4.0 5.1 7.1 7.3 13.7 23.2 33.1 4.2 6.1 7.1 7.6 14.1 24.1 34.1

app. V 0° [kN] 2.1 3.9 3.9 4.1 9.0 16.8 26.2 4.3 6.6 7.8 8.2 18.0 33.5 52.4 4.3 7.8 7.8 8.2 18.0 33.5 52.4

Beam c[mm] ≥ 95 95 95 135 165 200 260 95 95 95 135 165 200 260 95 95 95 135 165 200 260app. N 90° [kN] 3.3 2.8 3.6 5.1 7.1 10.5 14.3 4.2 3.7 7.1 6.9 9.6 14.4 18.7 5.2 4.6 7.1 7.9 10.5 15.7 19.8

app. F 60° [kN] 2.4 2.8 3.2 4.1 6.7 10.5 15.0 3.7 3.6 5.8 6.5 9.3 14.0 19.2 4.2 4.4 6.1 7.0 10.0 15.2 20.2

app. F 45° [kN] 2.2 2.8 3.2 3.8 6.7 10.7 15.5 3.6 3.7 5.5 6.4 9.3 14.1 19.7 4.0 4.5 5.8 6.8 10.0 15.3 20.8

app. F 20° [kN] 2.2 3.3 3.6 4.0 7.8 13.0 19.7 4.0 4.4 5.8 7.3 10.9 16.8 24.5 4.2 5.3 6.2 7.6 11.7 18.1 25.7

app. V 0° [kN] 2.1 3.9 3.9 4.1 9.0 15.8 25.4 4.3 5.2 5.9 8.2 12.7 19.7 30.6 4.3 6.1 6.5 8.2 13.5 21.1 31.9


app. F 60° [kN] 2.4 2.6 3.1 4.1 6.4 9.6 13.8 3.5 3.4 5.2 6.1 8.5 13.0 17.8 4.2 4.1 5.5 6.9 9.3 14.1 18.8

app. F 45° [kN] 2.2 2.6 3.0 3.8 6.2 9.4 13.9 3.4 3.3 4.7 6.0 8.3 12.6 17.8 4.0 4.0 5.1 6.7 9.0 13.7 18.7

app. F 20° [kN] 2.2 2.9 3.2 4.0 7.0 10.7 16.4 3.6 3.7 4.7 6.6 9.2 14.2 20.8 4.2 4.5 5.2 7.4 9.9 15.3 21.8

app. V 0° [kN] 2.1 3.2 3.4 4.1 7.6 11.8 19.1 3.7 4.1 4.6 7.1 9.9 15.4 23.8 4.3 4.9 5.2 7.9 10.6 16.6 24.9

ETA-07/002527

Design aids

HALFEN ANCHOR BOLTS

Steel zinc plated




Design aids for Wedge Anchor HB -E zinc plated for anchoring in non-cracked concrete C20/25


69

Approved loads for non-cracked concrete C20/25, safety factors are included with screw 5.6

55 60 80 100 120 150 160 110 120 120 150 160 200 200 s[mm]100 100 100 120 130 160 200 100 100 100 120 130 160 200 h[mm]

M6

M8

M8x

40

M10

M12

M16

M20

M6

M8

M8x

40

M10

M12

M16

M20

Without edge

8.5 7.8 14.1 17.0 22.9 32.8 39.8 13.1 11.3 14.3 20.2 28.3 41.9 48.1 app. N 90° [kN]

7.5 7.7 12.8 14.7 23.2 35.4 44.4 9.7 11.0 12.9 16.4 26.9 42.7 52.7 app. F 60° [kN]

7.2 7.7 12.5 14.2 23.7 37.4 47.6 8.8 11.1 12.6 15.4 26.9 43.8 55.9 app. F 45° [kN]

8.0 9.3 14.2 15.5 29.2 49.1 65.0 8.8 13.2 14.2 16.2 31.4 54.1 74.6 app. F 20° [kN]

8.6 11.0 15.6 16.4 35.9 67.1 95.4 8.6 15.6 15.6 16.4 35.9 67.1 104.7 app. V 0° [kN]


5.5 4.9 10.2 9.5 13.1 19.8 24.5 8.2 7.5 13.5 12.2 15.6 23.6 27.4 app. N 90° [kN]

4.6 4.4 7.1 8.2 11.4 17.4 23.2 6.2 6.1 8.5 9.9 13.0 19.8 25.4 app. F 60° [kN]

4.3 4.3 6.3 7.9 11.0 16.8 23.1 5.6 5.7 7.4 9.4 12.3 18.9 25.0 app. F 45° [kN]

4.7 4.8 6.1 8.6 12.0 18.5 26.9 5.7 6.0 6.8 9.9 13.1 20.3 28.6 app. F 20° [kN]

4.8 5.2 5.9 9.1 12.7 19.7 30.6 5.6 6.1 6.5 10.0 13.5 21.1 31.9 app. V 0° [kN]


5.5 4.9 10.2 9.5 13.1 19.8 24.5 8.2 7.5 13.5 12.2 15.6 23.6 27.4 app. N 90° [kN]5.5 5.4 10.3 9.9 14.9 22.6 28.0 7.3 8.1 12.4 11.9 17.3 26.7 31.3 app. F 60° [kN]

5.7 5.7 10.5 10.2 16.3 26.0 33.1 7.1 8.6 12.3 11.9 18.5 29.6 36.9 app. F 45° [kN]

7.0 7.7 12.8 12.9 23.0 38.4 50.4 7.9 11.3 14.0 14.1 25.0 42.1 56.0 app. F 20° [kN]

8.6 11.0 15.6 16.4 35.9 67.1 95.4 8.6 15.6 15.6 16.4 35.9 67.1 104.7 app. V 0° [kN]

95 95 95 135 165 200 260 95 95 95 135 165 200 260 c[mm] Beam5.5 4.9 10.2 9.5 13.1 19.8 24.5 8.2 7.5 13.5 12.2 15.6 23.6 27.4 app. N 90° [kN]

4.6 4.4 7.1 8.2 11.4 17.4 23.2 6.2 6.1 8.5 9.9 13.0 19.8 25.4 app. F 60° [kN]

4.3 4.3 6.3 7.9 11.0 16.8 23.1 5.6 5.7 7.4 9.4 12.3 18.9 25.0 app. F 45° [kN]

4.7 4.8 6.1 8.6 12.0 18.5 26.9 5.7 6.0 6.8 9.9 13.1 20.3 28.6 app. F 20° [kN]

4.8 5.2 5.9 9.1 12.7 19.7 30.6 5.6 6.1 6.5 10.0 13.5 21.1 31.9 app. V 0° [kN]

95 95 95 135 165 200 260 95 95 95 135 165 200 260 c[mm] Corner5.5 4.9 10.2 9.5 13.1 19.8 24.5 8.2 7.5 13.5 12.2 15.6 23.6 27.4 app. N 90° [kN]

4.1 4.0 6.2 7.4 10.3 15.8 21.3 5.5 5.5 7.5 9.0 11.7 17.9 23.2 app. F 60° [kN]

3.8 3.8 5.4 6.9 9.6 14.7 20.5 4.9 5.0 6.3 8.2 10.7 16.5 22.2 app. F 45° [kN]

3.8 4.0 4.8 7.1 9.9 15.3 22.4 4.6 5.0 5.4 8.2 10.9 16.9 23.9 app. F 20° [kN]

3.7 4.1 4.6 7.1 9.9 15.4 23.8 4.4 4.9 5.2 7.9 10.6 16.6 24.9 app. V 0° [kN]

c

c

s

s chef

d0

tfix

N [kN] 90°

F [kN] 60°F [kN] 45°

F [kN] 20°

V [kN

] 0°

≥ hmin

Design aids

HALFEN ANCHOR BOLTS

Diagram 2

Design aids for Wedge Anchor HB -E zinc plated for anchoring in non-cracked concrete C20/25

Diagram 1


70


ETA-007/0251

s[mm] ≥ 0 0 0 0 0 0 0 50 60 80 100 120 150 160 100 120 120 150 160 200 200h[mm] ≥ 100 100 100 130 140 160 250 100 100 100 130 140 160 250 100 100 100 130 140 160 250

Without edge

M6

M8

M8x

40

M10

M12

M16

M20

M6

M8

M8x

40

M10

M12

M16

M20

M6

M8

M8x

40

M10

M12

M16

M20

app. N 90° [kN] 3.3 3.3 3.6 6.1 8.5 12.6 17.2 5.1 5.5 7.1 11.1 15.3 22.3 28.6 6.6 6.6 7.1 12.1 17.0 25.2 31.5

app. F 60° [kN] 2.9 3.2 3.4 5.3 8.3 12.7 18.0 4.8 5.6 6.8 10.0 15.4 23.1 30.8 5.7 6.4 6.8 10.6 16.7 25.3 33.7

app. F 45° [kN] 2.8 3.2 3.4 5.1 8.4 12.9 18.7 4.7 5.8 6.8 9.8 15.8 23.9 32.4 5.5 6.5 6.8 10.2 16.8 25.8 35.3

app. F 20° [kN] 3.0 3.9 4.0 5.6 10.1 15.8 23.7 5.5 7.3 8.0 10.9 19.4 30.1 42.3 6.0 7.8 8.0 11.2 20.1 31.6 45.8

app. V 0° [kN] 3.2 4.6 4.6 6.0 11.9 19.2 30.7 6.1 9.2 9.2 11.9 23.8 38.5 57.2 6.4 9.2 9.2 11.9 23.8 38.5 61.4


app. N 90° [kN] 3.3 3.3 3.6 6.1 8.5 12.6 17.2 4.3 4.3 7.1 8.3 11.6 17.3 22.5 5.3 5.4 7.1 9.4 12.6 18.9 23.8

app. F 60° [kN] 2.9 3.2 3.4 5.3 8.1 11.9 17.8 3.8 4.1 5.8 7.7 10.7 15.9 22.8 4.6 4.9 6.1 8.6 11.5 17.2 24.0

app. F 45° [kN] 2.8 3.2 3.4 5.1 8.0 11.9 18.4 3.6 4.0 5.5 7.6 10.5 15.6 23.4 4.4 4.9 5.8 8.5 11.3 16.9 24.6

app. F 20° [kN] 3.0 3.7 4.0 5.6 9.4 13.8 23.2 4.0 4.6 5.8 8.6 12.0 17.8 28.8 4.7 5.5 6.2 9.6 12.8 19.1 30.2

app. V 0° [kN] 3.2 4.3 4.6 6.0 10.7 15.8 29.5 4.2 5.2 5.9 9.6 13.3 19.7 35.5 5.0 6.1 6.5 10.6 14.2 21.1 37.1


app. N 90° [kN] 3.3 3.3 3.6 6.1 8.5 12.6 17.2 4.3 4.3 7.1 8.3 11.3 17.3 22.5 5.3 5.4 7.1 9.4 12.6 18.9 23.8

app. F 60° [kN] 2.9 3.2 3.4 5.3 8.3 12.7 18.0 4.3 4.7 6.8 8.2 12.5 19.0 25.3 5.0 5.6 6.8 9.0 13.4 20.4 26.8

app. F 45° [kN] 2.8 3.2 3.4 5.1 8.4 12.9 18.7 4.3 5.0 6.8 8.3 13.2 20.2 27.4 4.9 5.7 6.8 8.9 14.0 21.5 29.1

app. F 20° [kN] 3.0 3.9 4.0 5.6 10.1 15.8 23.7 5.2 6.6 8.0 10.0 17.4 27.1 37.9 5.7 7.2 8.0 10.4 18.0 28.2 40.4

app. V 0° [kN] 3.2 4.6 4.6 6.0 11.9 19.2 30.7 6.1 9.2 9.2 11.9 23.8 38.5 57.2 6.4 9.2 9.2 11.9 23.8 38.5 61.4

Beam c[mm] ≥ 80 95 95 135 165 200 260 80 95 95 135 165 200 260 80 95 95 135 165 200 260app. N 90° [kN] 3.3 3.3 3.6 6.1 8.5 12.6 17.2 4.3 4.3 7.1 8.3 11.6 17.3 22.5 5.3 5.4 7.1 9.4 12.6 18.9 23.8

app. F 60° [kN] 2.9 3.2 3.4 5.3 8.1 11.9 17.8 3.8 4.1 5.8 7.7 10.7 15.9 22.8 4.6 4.9 6.1 8.6 11.5 17.2 24.0

app. F 45° [kN] 2.8 3.2 3.4 5.1 8.0 11.9 18.4 3.6 4.0 5.5 7.6 10.5 15.6 23.4 4.4 4.9 5.8 8.5 11.3 16.9 24.6

app. F 20° [kN] 3.0 3.7 4.0 5.6 9.4 13.8 23.2 4.0 4.6 5.8 8.6 12.0 17.8 28.8 4.7 5.5 6.2 9.6 12.8 19.1 30.2

app. V 0° [kN] 3.2 4.3 4.6 6.0 10.7 15.8 29.5 4.2 5.2 5.9 9.6 13.3 19.7 35.5 5.0 6.1 6.5 10.6 14.2 21.1 37.1


app. F 60° [kN] 2.6 2.9 3.1 5.2 7.3 10.8 16.4 3.4 3.7 5.2 7.0 9.8 14.5 21.2 4.2 4.5 5.5 7.9 10.6 15.8 22.3

app. F 45° [kN] 2.5 2.8 3.0 5.0 7.0 10.4 16.4 3.2 3.6 4.7 6.7 9.3 13.8 21.0 3.8 4.3 5.1 7.5 10.0 15.0 22.1

app. F 20° [kN] 2.6 3.0 3.2 5.5 7.6 11.3 19.2 3.3 3.9 4.7 7.2 10.0 14.9 24.3 4.0 4.7 5.2 8.1 10.8 16.0 25.6

app. V 0° [kN] 2.6 3.2 3.4 5.8 8.0 11.8 22.1 3.3 4.1 4.6 7.5 10.4 15.4 27.6 3.9 4.9 5.2 8.4 11.2 16.6 28.9

7

Design aids

HALFEN ANCHOR BOLTS

Stainless steel A4

The tables below show permissible loads as per ETA- approval-07/0251The calculation of loads is subject to the following assumptions:



Design aids for Wedge Anchor HB -E A4 for anchoring in non-cracked concrete C20/25


71


50 60 80 100 120 150 160 100 120 120 150 160 200 200 s[mm]100 100 100 130 140 160 250 100 100 100 130 140 160 250 h[mm]

M6

M8

M8x

40

M10

M12

M16

M20

M6

M8

M8x

40

M10

M12

M16

M20

Without edge








c

c

s

s c

hef

d0

tfix

N [kN] 90°

F [kN] 60°F [kN] 45°

F [kN] 20°

V [kN

] 0°

≥ hmin

Design aids

HALFEN ANCHOR BOLTS

Diagram 2

Design aids for Wedge Anchor HB -E A4 for anchoring in non-cracked concrete C20/25

Diagram 1


© 2

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8/10

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