pro – product guide

PRO – Product Guide

2

Slab Formwork

Climbing Systems

Wall Formwork

Company Profi le 4Philosophy 6Services 8Technology is Inspiration 10Fields of Competence 12International 16RentalPlus 18Distributors in USA and Canada 18

Large Scale Formwork Imperial 19Hand-Set Formwork MevaLite 31Circular formwork Arcus 41Column formwork CaroFalt 49Single-sided Formwork STB Support Frame 57

Slab Formwork System MevaDec 67Shoring System MEP 77

Climbing/Single-sided Climbing Formwork KLK 230 87Automatic Climbing MAC 99Guided Climbing/Screens MGC / MGS 103

THE MEVA WORLD

3

We´re right there for you:

MEVA Formwork Systems Inc.2000 Airpark Drive Springfi eld, OhioOH 45502, USATel. (937) 328�[email protected]

MEVA Formwork Systems Inc. 12623 Coleraine Dr.Caledon, OntarioL7E�3B5 CanadaTel. (905) 857 60 [email protected]

MEVA is a member of:

44

As an independent, family owned com-pany we endeavour constantly to be at the cutting edge of technology, one step ahead and just a little faster. It is our claim to be the driving force in our industry, shaping future developments as a key innovator.

The focus is on engineering services. MEVA´s competence in solving com-plex formwork challenges has gained acclaim all over the world.

A product program which is both com-prehensive and technically advanced is the starting point from which we shall focus on innovation, increased benefi t, specialized services and enhanced part-nership with our clients.

A new literature concept expresses this intention: The „PRO 08 PRO-DUCT GUIDE“ brings you the world of formwork in one single brochure – a compact, yet comprehensive tool for all decision making processes. You will need nothing else.

Soon THE BIG MEVA will be published – a compendium of all technical infor-mation for engineering, planning and detailing. In addition, it uncludes all Technical Instruction Manuals.

Wishing us all the very best of success,

Gerhard DinglerOwner & Managing Partner

The MEVA idea: crane-independent modular frame formworkThe MEVA brand originated from market demands! Builders were looking for high�quality formwork that could be used on any site. In 1970, MEVA – the acronym for MetallVerArbeitung (metal processing) – began producing the fi rst crane�independent MEVA Element forms. This introduced a cost�effective and tech-nically advanced alternative to the costly on�site formwork solutions typical at the time.

MEVA´s innovative force redefi nes industry standardsMEVA soon developed innovative momen-tum, bringing new technical impulses to the industry. Inventions and developments made by MEVA, many of them patented, have become industry standard. To name just a few: the closed profi le for frame formwork, the multi� function profi le and the assembly lock – the world´s fi rst single�piece panel lock that connects and aligns formwork panels with just one hammer blow.

Innovation in Form

Positions and Perspectives

Successful developments based on manufacturing competenceFeedback from construction sites all over the world spark ideas for product develop-ments at MEVA. The company is committed to putting these ideas into practice – with research, development and production facilities in�house.

MEVA pioneers a crane�independent modular frame formwork: the element formwork soon becomes the industry´s benchmark.

MEVA invents the safe, fast single�piece assembly lock, patented in many countries. It advances to become industry standard.

1970The MEVA frame profi le is launched and redefi nes industry standards to this day.

1977 1978

His

tory

5

MEVA

Company Profi le

One-stop supplier with comprehensive servicesToday, MEVA is positioned as a one�stop supplier, providing complete solutions for every client and every project. Comprehen-sive engineering services are a part of this solution package. Often, they are the key to success – and one of the reasons why MEVA is respected as a partner in solving complex construction challenges.

The all-plastic facing alkusMEVA was the fi rst to implement a 100% wood�free, all�plastic facing in its formwork, once more redefi ning performance stan-dards. Moreover, it is the world´s fi rst facing with a long�term warranty on performance. Our clients all over the world benefi t from the transition to this new generation facing.

MEVA launches the industrial formwork system Mammut. Its load capacity of 2,025 psf(97 kN/m²) represents a new level of performance in formwork systems.

1982 1988 1989The exceptionally light�weight alu-minium formwork AluStar redefi nes the weight�performance ratio on hand�set systems.

The wall formwork system StarTec is laun-ched as part of the „star“ product family. It is compatible with AluStar and suitable for walls of any size.

MEVA revolutionizes the slab formwork process with its new system, the MevaDec. One system enables economic forming for any slab and any building layout.

The shoring system MEP introduces better safety and effectiveness to the building site.

19941992

6

The world´s tallest building, the Burj Dubai, is rising skyward using MEVA´s slab formwork MevaDec: crane free and without refacing for several hundred re-uses.

▲

System table forms for large�size forming opti-mize on�site logistics.

1999 2000 2001 2003MEVA is the fi rst to implement the all�plastic, 100% wood free facing “alkus“ in its formwork systems. alkus advances to become the new generation facing tech-nology.

MEVA is the fi rst Euro-pean supplier to launch a frame formwork system in feet and inches. TheImperial system soon establishes itself as the premium system in North America.

The column formwork CaroFalt redefi nes stan-dards of effi ciency, speed and safety.

Mammut 350 is launched as the fi rst large�size formwork system with completely symmetri-cal tie hole and joint pattern. The all�plastic facing alkus enables top fairfaced concrete results.

2004

A Global View

With Attention to Detail

Thinking and working with the aims of our clients in mind – that is the backbone of MEVA´s philosophy.

The focal point is client benefi tMEVA is committed to supporting the buil-ding contractor, bringing safety, effi ciency as well as time� and cost�saving to every building project. Wrestling with a problem and fi ghting for the better answer is a tradition at MEVA, helping to fi nd solutions others deemed impossible.

Achieving greater heights and shorter concreting cycles, implementing special concrete mixtures, safely managing exceptional loads, economically handling time�sensitive inventories on site all the way to achieving premium concrete surface qua-lity – as in fair�faced concrete jobs: these are the challenges which MEVA engineers face every day, the world over.

Quality Safety and long lifespan: MEVA products and systems have

a convincing, proven and certifi ed quality record.

7

MEVA

MEVA presents the new working platform Securit. It turns the StarTec into a premium safety wall formwork system.

2005 2006 2007MEVA completes the change�over to the all�plastic facing alkus in all its formwork systems. All MEVA products are now delivered with this innovative, proven facing: to the advantage of clients all over the world.

At the international construction expo BAUMA 2007 MEVA presents new climbing systems for high�rise buildings. A range of developments show the optimization of MEVA systems.

Innovation Technology and performance: MEVA develops innovative solu-

tions to the challenges of today´s building sites all over the world.

Effi ciency Optimized work fl ow: MEVA is committed to the econo-

mical and logistic requirements of our partners.

His

tory

Competence Know-how right where it is re-

quired: Engineering competence and services support the success of our clients and their projects.

Philosophy

88

Combining Performance and Service

Setting the pace, serving the marketGrowing demands in the building industry require much more than a high�quality product program. As an industrial formwork supplier, MEVA is committed to providing professional engineering service, supporting clients through comprehensive know�how and expertise.

Wide-ranging supportRanging from planning and detailing all the way to supporting the teams on the construction site; from developing special, custom�made solutions to advising on the use of the right concrete: MEVA engineers have worked hard for their reputation and know�how.

DIN EN ISO 9001 Quality Certifi cationBack in 1995, MEVA attained the quality certifi cation according to the Euro-pean Norm DIN EN ISO 9001 as one of the fi rst companies in the industry. The certifi -cation is regularly audited and confi rmed.

Logistics, Maintenance, CleaningThe delivery of formwork to the building site is the starting point for a chain of services which determine the success of the project, optimizing work fl ow and ensu-ring quality and safety. At the end of the project, MEVA formwork is professionally regenerated, cleaned and maintained follo-wing certifi ed industrial quality standards. Ten MEVA logistic centers around the world are dedicated to this purpose.

9

MEVA

FotoshootingFotoshootingFotoshooting RENTALPLUSStop hidden costs: calculate safely with RentalPlus

RentalPlus is similar to a built�in insu-rance for any costs that might occur once the formwork is returned. Clea-ning, repairs and basic maintenance are paid for.

Only damages beyond repair and lost parts are billed. This saves rental time and costs and gives you peace of mind and more transparency when calculating rental projects.

CLEANING & REGENERATIONEffi cient: cleaning, repair and maintenance

Formwork is cleaned, repaired and maintained in special MEVA plants, implementing certifi ed industrial quality standards.

This means the building site spends less effort cleaning on site, saves on costs and benefi ts from shorter rental times.

SPECIAL FORMING SOLUTIONQualifi ed formwork engineering

Unusual building geometries, arched building parts, special surface qualities or complex engineering constructions: MEVA engineers will go to the limit in fi nding the best possible solution.

Combining customized solutions with series system parts brings an added economic advantage.

ENGINEERING & DESIGNEnsure you get the best out of formwork:

Technically advanced products require creative engineering to maximize on the features. MEVA engineers focus on saving money and optimizing the work fl ow right from the start.

Perfect logistics ensures that the right material reaches the site at the right time.

Services

10

Technology isInspiration

▲ The alkus all-plastic facing consists of sandwiched

polypropylene layers (1 and 3) reinforced with a thin

aluminium sheet (2). It is impervious to water, chemicals,

weather, UV rays or other influences; it does not swell or

shrink.

Yesterday´s technology

100% wood-free, all-plastic innovation; no

swelling or shrinking, no rotting, keeps flexural

rigidity, impervious to water and typical on-site

chemicals, resistant to UV rays.

The new generation facing

Facing with wooden core swelling/shrinking

All-Plastic FacingAn innovation that revolutionized formworkMEVA pioneered the use of all�plastic, 100% wood�free facing in form-work, making plywood a solution of the past. The alkus facing is a polypropy-lene compound that offers all the benefi ts of ply-wood while avoiding a range of problems.

MEVA employs this innovation in all of its formwork systemsMEVA is the fi rst formwork manufacturer to employ this new technology exclusively in all of its formwork systems. This ensures that whatever formwork you choose, you will always be supplied with top quality techno-logy.

Proven over 7 years After seven years of world�wide on�site

practical experience, hundreds and thousands of square feet

of MEVA formwork being employed all over the world, the result of this innova-

tive leap is now obvious: re�facing

plywood with all the costs and time loss involved, is a thing of

the past.

11

MEVA

The FrameSpecial treatment of steel and alumi-nium formwork framesProtection against corrosion, reduced concrete adhesion and easier cleaning: To achieve these advantages, MEVA emp-loys state�of�the�art processes known for instance in the automotive industry. Steel profi les are primed with autophore tic che-mical coating (ACC) or cathodic submersion coating and then protected from mecha-nical infl uences by an annelaed plastic coating.

Constructive advantages of the closed frame profi leRough on�site conditions make robust and sturdy formwork essential. This require-ment was the impetus for MEVA to develop the closed frame profi le. Its major benefi t: Concrete is not trapped in the profi le. This makes cleaning easier and faster.

The ProgramAdvantageous panel sizesMEVA offers the largest selection of panel sizes. This allows planning with great preci-sion, eliminating bulky formwork applica-tions and unnecessary on�site adaptations, and thus maximising on the formwork utilized. In addition, work fl ow is impro-ved, reducing costs.

Clever DetailsThe multi-function profi le and tie holeMulti�purpose profi les with welded�in threaded nuts (DYWIDAG thread) make attachment of accessories such as align-ment rails or scaffolding brackets simple and fast. The tie holes with conical ancho-ring sleeve allow tieing through even if panels are sloped.

The MEVA assembly lockconnects panels and aligns them with just a few hammer blows – can be attached with just one hand, even from a ladder. It can be placed anywhere on the frame which is a huge advantage on uneven ground; It is a single�piece lock, so no parts can get lost.

Technology is Inspiration

12

Competence is our Reference

All over the World

Burj Dubai, the world´s highest skyscraper

Dubai, United Arab Emirates

■ MevaDec Slab Formwork

MevaDec is recommended as the premium slab formwork system by Turner Corporation, project managers of the consortium including Samsung, Besix and Arabtec.

Mirax Tower “Federazija“Europe´s highest building

Moscow, Russia

■ Mammut Wall Formwork

Climbing Technology

HIGH-RISE BUILDINGS

Entwurf: Marcel Ferrier Architekt BSA SIAFoto: Anna Tina Eberhard 13

Q1 Appartment Tower

Gold Coast, Queensland, Australia


Residential Estate

Bad Driburg, Germany

■ AluStar/ StarTec Wall Formwork

■ MevaFlex Slab Formwork

Residential Architecture

St. Gallen, Switzerland

■ Mammut 350 Wall Formwork

■ Fair-faced concrete with MEVA´S alkus all�plastic facing

Center of Art and Culture

Debrecen, Hungary


Medical Center

Middleton, Ohio, USA

■ Imperial Wall Formwork

Victoria Square Shopping Center

Belfast, Ireland


RESIDENTIAL CIVIL & PUBLIC

MEVA

Fields of Competence

Holmfi eld Motorway Exchange

Motorway Bridge, Leeds, England

■ Shoring tower Space■ Mammut wall formwork on climbing scaffold KLK 230■ Special construction with pre�bent alkus all�plastic facing

Railway Tunnel, Birgltal

Birgl Valley, Austria

■ Special formwork solution two gangs with horizontally stacked Mammut panels (250 size)

Loch Katrine Water Project

Glasgow, Scotland

■ EcoAs wall formwork■ Mammut 350 wall formwork■ Circo circular column formwork■ CaroFalt column formwork■ Support frame STB 450■ Climbing scaffold KLK 230■ MevaDec slab formwork■ System table forms SDT■ Shoring system MEP

R. L. Sutton Water Plant

Atlanta/Georgia, USA

■ Support frame STB 450■ Imperial wall formwork

WATERWORKSTRANSPORTATION

14

New Expo Stuttgart

Stuttgart, Germany

■ MevaFlex slab formwork■ System table forms SDT■ Shoring system MEP

New Cardiovascular Center

Cologne, Germany

■ CaroFalt column formwork■ Mammut wall formwork

Railway Station Tullnerfeld

Judenau, Austria

■ Support Frame STB 450■ Special construction with pre�bent alkus all�plastic facing■ Mammut wall formwork■ Shoring system MEP■ High demands on concrete surface quality: symmetrical tie hole and joint pattern in the concrete, consistently high�quality concrete surfaces on 52 sub� structures without a loss in evenness

ENGINEERING ARCHITECTURE

15

MEVA

Fields of Competence

16

MEVA Schalungs�Systeme PfaffstättenA - Austria

Novatec Construction SystemsAdelaideAUS - Australia

N.V. van HautKruibekeB - Belgium

MEVA Schalungs�SystemeSofi aBG - Bulgaria

MEVA Formwork Systems Caledon, OntarioCDN - Canada

MEVA Schalungs�SystemeSeonCH - Schwitzerland

MEVA Schalungs�SystemeHaiterbachD - GermanyBerlinDresdenHamburgHannoverMunichStuttgartRhine�RuhrWeinheim

17

MEVA

TeknikkOsloN - Norway

MEVA Romania BucharestRO - Romamia

ZAO MosMevaMoscow, St. PetersburgRUS - Russia

MEVA Schalungs�SystemeKievUA - Ukraina

MEVA Systemés de CoffrageParisF - France

MEVA Formwork SystemsTamworthGB - Great Britain

MEVA Zsalurendszerek BudapestH - Hungary

MEVA BekistingssystemenGoudaNL - Netherlands

MEVA KHKDubaiUAE - United Arab Emirates

MEVA Formwork SystemsSpringfi eld, OhioUSA - United States of America

International

18

The only Comprehensive Rental Insurance CoverCovers all subsequent costs for formwork rentalMEVA offers a unique, all�inclusive insurance cover for the formwork rental business: RentalPlus. It enables the client to calculate clearly without costing risk. It comprehensively covers all subsequent repair and maintenance costs. Since the formwork can be returned earlier, rental costs are automatically reduced. Thus, the jobsite can concentrate on its productive tasks.

Safe budgeting and protection from subsequent claimsRentalPlus is invoiced as a fl at rate per-centage of the material value. It covers all cleaning and repair expenses. Only lost parts or total damage are excluded from this insurance cover.

The MEVA customer benefi ts of RentalPlus:

clear and reliable cost estimation from the start

no costing risks shorter rental times, thus

reduced rental costs as the formwork can be returned immediately when jobsite closes

no unpleasant surprise, no cost risk

a pleasant, relaxed business climate free from dispute

no time-consuming negotiations about additional claims

no time- and space-consuming material inspection on the jobsite

simplifi ed handling, less bureaucracy

The all-plastic facing alkus advantage: repairs covered by insuranceThe all-plastic alkus�facing (100% wood�free) employed in all MEVA formwork systems all over the world represents both a technical and an economic revolution: It eliminates the costly process of re�facing, since it is repairable. Damages can be easily repaired using the same material of which it is made. Tougher damages are repaired by replacing a section of the facing. This is exclusive to the all-plastic facing alkus. And: the costs for repairing the facing are covered by RentalPlus.

18

ImperialImperial

19

Wall Formwork

20

Setting the Pace in Wall FormworkHigh quality clamp system for safety and effi -ciency in construction: the symetric Imperial Wall Formwork System. It‘s strong, unique and fast to assemble. It can be applied in horizontal and vertical position. It takes a concrete pressure up to 2,025 psf. The big-gest panel provides a forming surface of 96 sq.ft. For over 7 years, it has proven its value. This system is predestined for:

■ industrial and civil engineering■ administration projects■ housing + infrastructure

▼

No top or bottom:

the perfect tie hole and joint pattern is uniform.

▲ Worcester Vocational Hig School,

Worcester, MA/USA

▲ Pumping Junction Station, California

The MEVA Imperial allows a total fl exibility to

form any structure.

All-plastic facing “alkus”MEVA is the fi rst

formwork manufac-turer to equip all its formwork systems with the pioneering all-plastic forming face “alkus“. Thus, all MEVA formwork systems produce a consistent high-quality concrete fi nish.

The toughest, fastest, best performing system in the Northamerican market. The MEVA Imperial Wall Formwork system.

ImperialImperial

21

Wall Formwork

* highest quality standard in corrosion protection as known from the automotive industry

FEATURES BENEFITS

Pan

els

■ Panel size 12’x 8’ with a surface of 96 sq.ft. for fl oor heights of 12’ or 8’ with one panel used in vertical or horizontal position

▼ Economic advantages, especially for projects with varying fl oor heights such as residential or commercial buildings with underground car park

■ Panel heights 12’, 8’, 4’ and 2’, panel widths from 8’ to 1’; for vertical or horizontal application

▼ Reduction of fi ller areas

▼ Fast adaptation to building layouts

▼ Easy to stack and connect

■ Articulated inside � and outside corners are steplessly adjustable from 70°-220°. Stop points at 70°, 90° and 135°

▼ All corner confi gurations can be accomplished with standard corner panels

▼ Fast construction progress through fast and easy assembly

Co

ncr

ete

p

ress

ure ■ Highest capacity: system designed for concrete pres-

sure of 2,025 psf

▼ High rate of pouring even for very high walls

Fram

e

■ Frame made of closed, high-strength steel profi les ▼ Torsion-proof, durable and sturdy

■ All horizontal cross stiffeners made of closed profi les ▼ Easy to clean

▼ More stability

■ Autophoretic chemical (ACC) or cataphoretic (KTL)* prime coating and annealed, impact- scratch- resis-tant plastic coating

▼ High corrosion protection▼ Less cleaning effort due to reduced concrete adhesion

▼ Durable

■ Large sized panels with bump notch ▼ Easy handling; easy shifting and lifting of the panels

■ Transport holes ▼ Easy handling

■ 1/2 “ vertical tie-off bar, solidly welded between horizontal profi les on every panel

▼ Safe working on the formwork: utmost worker’s safety

Mu

lti-

fun

ct.

pro

fi le

■ Multifunction profi les with built-in Dywidag threa-ded nuts

▼ Easy and fast attachment of accessories such as diagonal braces, steel rails and walkway brackets etc.

Tie h

ole

s,

Pan

el

con

nect

ion

■ Tie hole with conical sleeve, welded at both sides ▼ Easy application of 1 ¼’’ – 1” steel taper ties, she-bolts and 7/8” (20mm) thru rods

■ Tie holes: 3 per panel height 12’, 2 per panel height 8’, 1 per panel height 4’ and 1 per panel height 2’; symmetrical arrangement

▼ Symmetric tie hole and joint pattern per panel size for architectural standards

■ Panel connection with just one standard MEVA assembly lock for all panel connections: only 6.6 lb

▼ Time saving on assembly: it tightly connects and aligns panels with a few hammer blows; can be placed anywhere on the frame

▼ No loosable parts

All

-pla

stic

faci

ng

alk

us

■ No swelling or shrinking caused by moisture pene�tration

▼ No change in dimensions due to moisture; no rotting or fungal decay; durable; consistent strength

▼ Built in fl ush with panel frame; improved and consistently even concrete surfaces

■ Easy repair of scratches or drill holes etc. on�site with the same polypropylene material

▼ No downtimes through repairs

▼ Permanent availability of panels

▼ Minimal repairs save follow�up costs

■ Screwable and nailable without chipping off of top layer

▼ Can be treated like plywood

■ alkus is as durable as the panel frame ▼ No re�facing required; no disruption of construction process by downtime

■ Resistant to rotting, ripplings, decoloration and UV�rays; facing remains smooth

▼ Smooth, shiny concrete fi nish even after hundreds of re�uses

22

ImperialWall Formwork

Ref.-No. Description sq.ft. lb

23�300�05 I�panel 12‘ x 8‘ 96.0 1342.6

23�300�20 I�panel 12’ x 4’ 48.0 590.8

23�300�30 I�panel 12’ x 3’�6” 42.0 535.7

23�300�40 I�panel 12’ x 3’ 36.0 478.4

23�300�50 I�panel 12’ x 2’�6” 30.0 415.6

23�300�60 I�panel 12’ x 2’ 24.0 350.5

23�300�70 I�panel 12’ x 1’�6” 18.0 293.2

23�300�80 I�panel 12’ x 1’ 12.0 235.9

23�302�05 I�panel 8’ x 8’ 64.0 912.7

23�302�20 I�panel 8’ x 4’ 32.0 402.3

23�302�30 I�panel 8’ x 3’�6” 28.0 363.8

23�302�40 I�panel 8’ x 3’ 24.0 326.3

23�302�50 I�panel 8’ x 2’�6” 20.0 281.1

23�302�60 I�panel 8’ x 2’ 16.0 238.1

23�802�70 I�panel 8’ x 1’�6” 12.0 197.3

23�302�80 I�panel 8’ x 1’ 8.0 158.7

23�304�20 I�panel 4’ x 4’ 16.0 214.9

23�304�30 I�panel 4’ x 3’�6” 14.0 194.0

23�304�40 I�panel 4’ x 3’ 12.0 173.1

23�304�50 I�panel 4’ x 2’�6” 10.0 149.9

23�304�60 I�panel 4’ x 2’ 8.0 125.7

23�304�70 I�panel 4’ x 1’�6” 6.0 104.7

23�304�80 I�panel 4’ x 1’ 4.0 82.7

23�305�30 I�panel 2’ x 3’�6” 7.0 104.7

23�305�40 I�panel 2’ x 3’ 6.0 95.9

23�305�50 I�panel 2’ x 2’�6” 5.0 82.7

23�305�60 I�panel 2’ x 2’ 4.0 69.4

23�305�70 I�panel 2’ x 1’�6” 3.0 57.3

23�305�80 I�panel 2’ x 1’ 2.0 44.1

23�300�25 I�multi�purpose panel 12’ x 4’ 48.0 661.4




Imperial

Panel height 12’11 cross stiffeners, of which 5 are multi�function profi les with welded DW�threaded nuts. 3 symmetrically arranged tie holes per panel height.

Panel height 8’7 cross stiffeners, of which 5 are multi�function profi les with welded DW�threaded nuts. 2 symmetrically arranged tie holes per panel height.

Panel height 4’3 cross stiffeners, of which 3 are multi�function profi les with welded DW�threaded nuts. One tie rod per panel height is required.

Panel height 2’One cross stiffener, which is a multi�function profi le with welded DW�threaded nuts. One tie rod per panel height is required.

I-multi-purpose panelThe frames are made of steel profi les.The multi�purpose panel 12’ is provided with three symmetric multi�adjustment profi les to attach column clamps or to install ties.The 8’ panel has two of them, and the 4’ and 2’ panels have one multi�adjustment profi le.For corners, column formwork and connection to existing walls.

AttentionUnused tie holes need to be closed with plugs D36.

23


Ref.-No. Description sq.ft. lbI-inside cornerconsists of a painted steel frame and a replaceable cover sheeting with pro-tective synthetic coating; for 90°angles.

I-outside cornergalvanized, together with Imperial�panels and M�assembly locks it pro-vides a solid outside corner assembly for 90° angles with high resistance to tensile force.

23�306�50 I-inside corner 12’ x 1’ 24.0 414.5

23�306�60 I-inside corner 8’ x 1’ 16.0 277.8

23�306�70 I-inside corner 4’ x 1’ 8.0 144.4

23�306�75 I-inside corner 2’ x 1’ 4.0 80.0

23�306�00 I-outside corner 12’ 179.0

23�306�10 I-outside corner 8’ 120.4



I-articulated inside cornersteel; side length = 1‘; adjustable from 70° to 275°; stop points at 70°, 90° and 135°; plugs D 36 (Ref.�No. 29�902�65) are used to close the tie holes.

I-articulated outside cornersteel, side length = 5“; stop points at 90°, 120° and 135°; adjustable from 60° to 220°, plugs D 36 (Ref.�No. 29�902�65) are used to close the tie holes.

23�307�50 I-articulated inside corner 12’ x 1’ 24.0 434.3



23�307�00 I-articulated outside corner 12’ 10.0 253.5



I-stripping cornerdesigned with 3 pieces to permit inward movement when a turnbuckle connection is retracted; with tie holes.

I-pilaster panela combination of a hinged corner and a multi�purpose panel.

23�309�10 I-stripping corner 8’ x 1’ 16.0 346.3

23�309�20 I-stripping corner 4’ x 1’ 8.0 177.7

23�309�50 I-pilaster panel 12’ x 2.5’ x 1’ 42.0 653.7



24


Ref.-No. Description sq.ft. lbI-fi llerfor length adjustments of 1“ to 3“, particularly in corner confi gurations; with each fi ller two (2’, 4’ and 8’ high panels) or three (12’ high panels) Uni�assembly locks 28 are required.

I-timber profi leused together with 7/8“ plywood to compensate differences of more than 6“ or problem areas; weights refer to a pair.

23�312�10 I-fi ller 12’ x 3” 3.0 31.7

23�312�15 I-fi ller 12’ x 2” 2.0 23.4

23�312�20 I-fi ller 12’ x 1” 1.0 18.7

23�312�40 I-fi ller 8’ x 3” 2.0 21.6

23�312�45 I-fi ller 8’ x 2” 1.3 15.7

23�312�50 I-fi ller 8’ x 1” 0.7 12.8

23�312�70 I-fi ller 4’ x 3” 1.0 11.2

23�312�75 I-fi ller 4’ x 2” 0.7 8.4

23�312�80 I-fi ller 4’ x 1” 0.3 6.6

23�312�85 I-fi ller 2’ x 3” 0.5 6.1

23�312�90 I-fi ller 2’ x 2” 0.3 4.5

23�312�95 I-fi ller 2’ x 1” 0.2 3.5

23�399�40 I-timber profi le 12’ 24.7

23�399�50 I-timber profi le 8’ 16.5

23�399�60 I-timber profi le 4’ 7.9

M-assembly lockgalvanized; securely connects I�panels to each other and aligns them; clamp�ing length: 4 3/4“; (2 locks per panel height from 2‘, 4‘ and 8‘; 3 locks perpanel height 12‘).

Uni-assembly lock 28galvanized; for stepless compensations, clamping length = 11“, spans fi llers up to 6“.

29�400�71 M-assembly lock 6.6

29�400�90 Uni-assembly lock 28 8.6

25


Ref.-No. Description sq.ft. lbFlange screw 18galvanized; to attach steel rails, scaf-folding brackets and formwork-prop connectors etc.; length of thread: 7”.

Alignment railsgalvanized; to brace panel joints for crane ganging, to bridge problem areas, to brace compensation areas and to build bulkheads. Is attached to formwork with fl ange screws.

29-401-10 Flange screw 18 2.4

Corner bracket 40/60galvanized; to reinforce corner applications.

23-310-40 Alignment rail 12’ 167.3

23-310-30 Alignment rail 6’ 59.5


29�210�10 Alignment rail 3’ 48.0

29-402-25 Corner bracket 40/60 20.9

Bulkhead bracketgalvanized; replaces the tie rod or taper tie. Bulkhead bracket 40/60: suited for modular panels with a profi le width of 1 9/16” (StarTec) and 2 3/8” (Imperial). Bulkhead bracket 60/23: suited for modular panels with a profi le width of 7/8“ (MevaLite) and 2 3/8” (Imperial).

29-105�50 Bulkhead bracket 40/60 34.0

29�105�60 Bulkhead bracket 60/23 44.1

I-column clampgalvanized, permits connection of panels at an angle of 90°. Used as bulk-head brackets and to form columns with I�multi�purpose panels, needs one fl ange nut 100.

Articulated fl ange nut 20/140forged part with cut thread, ball�and�socket joint; max. inclination 10°; for threadbars with 7/8“ (20 mm); admissible load�bearing capacity: 39,200 lbs.

23�311�00 I-column clamp 12.6

29�900�05 Articulated fl ange nut 20/140 5.3

26


Ref.-No. Description sq.ft. lbFlange nut 100forged part with cut thread; for threadbars with 5/8” (15 mm); plate diameter: 4“; admissible load-bearing capacity: 21,900 lbs.

29-900-20 Flange nut 100 1.5

Threadbar 7/8” (20mm)to tie double�sided formwork; admis-sible load�bearing capacity: 39,200 lbs.

Taper tiediameter 1“ to 1 1/4“; to tie double�sided formwork (w/o illustration).

Uni-tie clawgalvanized; permits tieing directly above or beside the panels; suited for modular panels with a profi le width of 1 9/16“ (AluStar/StarTec) and 2 3/8“ (Imperial).

Threadbar 18” to 72” —

Taper tie 1” to 1 1/4” —

29�901�41 Uni-tie claw 3.4

M-crane hookto move and transport panels; self�locking mechanism; admissible load�bearing capacity: 3,300 lbs;

Lifting hook 60galvanized; enables moving and transporting of a stack of panels with 4 hooks and any available crane slings.

29�401�25 M-crane hook 21.2

29�401�40 Lifting hook 60 3.8

27


Ref.-No. Description sq.ft. lbCrane slings 604 slings of polyester; length: 16‘�4 13/16“; delivered with 4 lifting hooks 60; maximum load capacity: 4,400 lbs; for loading and unloading trucks and moving stacks near the ground.

Crane slings Stapos 60Crane slings for modular panels with a profi le width of 2 3/8“. 4 crane slings are required for moving and transporting a stack of panels. Max. stack height 4‘ = 10 panels; max. load�bearing capacity per crane sling: 2,200 lbs; max. stack weight: 4,400 lbs; color: green (w/o illustration).

29�401�45 Crane slings 60 48.5

29�403�25 Crane slings Stapos 60 7.1

Guard-railing postgalvanized; is attached to the scaffold�ing bracket.

Side railing galvanized; for scaffolding brackets.

29-106-75 Guard�railing post 100 8.2


29-108-30 Side railing 125/100 30.4

29-108-20 Side railing 90/100 27.1

Scaffolding bracketgalvanized, yellow, pluggable. It is used as working and safety scaffold; is attached to the multi-function profi le and secured to the multi-function pro-fi le below by means of a fl ange screw 18. The planking can be mounted to the brackets. Working width approx. 3’ (4’). Guard-railing post 100 or 140 is required in addition. Bracket spacing depends on type of planking.

29-106-50 Scaffolding bracket 125 (4’) 25.4


I-scaffolding adapterto attach guard rail post, lifeline or lanyard.

23�311�10 I-scaffolding adapter 15.9

28


Ref.-No. Description sq.ft. lbSuspension angleto provide an additional Dywidag�threaded nut when the standard threaded nut is covered by a steel rail.

29-106�95 Suspension angle 6.0

Folding access platform BKB 125ready�made platform with an overall width of 4‘�3“ and a folding guard�rail with self�locking mechanism; the platform is made of rough 1 7/8“ thick planks, protected by steel covers at the end. Length 7‘�8 1/2“. The BKB 125/235 fi ts cross�wise on any truck. Stacked unit height is 6 11/16”. The BKB 125/300 is 9’�10” long. Load�bearing capacity: 41 psf

Folding access platform BKB 125as decribed above, but without guard�rail. Used for inside corner con-fi gurations and length adjustments; in the latter case a side railing BKB 125 and 2 fl ange screws 18 are required as guard�railing. The BKB 125/140 is 4‘�9“ long.

79�417�10 Folding access platform BKB 125/235 407.8



Side railing BKB 1251.) guard�rail for use with all BKB folding access platforms2.) rear protection for the BKB 125/140 when used for length adjustments.The side railing is attached to the BKB platforms by means of fl ange screws 18 (order separately).

Brace frame 250galvanized; to align and brace the formwork. Available with or without formwork-prop connector; it consists of a push-pull prop R 250, a brace SRL 120 and a double-jointed foot plate; the formwork-prop connectors are attached to the formwork with fl ange screws 18.

79�417�30 Side railing BKB 125 37.5

29-109-25 Brace frame 250 w\out connector 60.6

29-109-20 Brace frame 250 with connector 69.4

29


Ref.-No. Description sq.ft. lbFormwork-prop connectorgalvanized; to connect braces, brace frames and push-pull props to the multi-function profi le by means of a fl ange screw 18. Delivery includes head bolt 16/90 and cotter pin 4.

Push-pull prop R 160galvanized; high tensile and compres-sion strength, for aligning formwork. Articulated foot plate and formwork-prop connector must be ordered separately.Adjustment range: 4’-6” to 6’-6”.

Push-pull prop R 250as above; except adjustment range:6’-3” to 10’-5”.

29-804-85 Formwork�prop connector 3.6

29-109-40 Push�pull prop R 160 24.3

29-109-60 Push�pull prop R 250 40.8

Push-pull prop R 460galvanized; high tensile and compres-sion strength, for aligning formwork. Articulated foot plate and formwork-prop connector must be ordered separately.Adjustment range: 11’-2” to 17’.

Push-pull prop R 630galvanized; high tensile and compres-sion strength, for aligning formwork. Articulated foot plate and formwork-prop connector must be ordered separately.Adjustment range: 16’-9” to 24’-11”

29-109-80 Push�pull prop R 460 78.9

29-109-85 Push�pull prop R 630 149.9

30



Double-jointed foot plategalvanized; for brace frames with braces of diameters up to 2 1/4”(58 mm).

29-402-32 Double�jointed foot plate 8.8

Articulated foot plategalvanized; for push-pull props up to 2 1/4“ (58 mm) outside diameter, incl. M16x90 bolt and nut.

29-802-48 Articulated foot plate 5.1

Shoe plateto anchor forms to the supporting structure.

Tensioner for foundation tapegalvanized; to connect the foundation tape to Imperial panels; it serves as bottom tie when panels are assembled in horizontal position. Two (2) tension�ers are required per tieing position.

29-311�95 Shoe plate 4.7

29-307-60 Tensioner for foundation tape 3.9

Foundation tapegalvanized; hole spacing 2” (50 mm); hole diameter 5/8” (16 mm); length 164’ (50 m); adm. tension force 2.2 kips (10.0 KN); to be cut at hole center. Together with the appropriate tensioner it serves as bottom tie when panels are assembled in horizontal position.

29-307-50 Foundation tape 44.1

Plug D 36For plugging unneeded tie holes (w/o illustration).

Accessories for attaching

29�902�65 Plug D 36 —

42�413�50 Head bolt 16/90

62�010�04 Pin 4

63�120�45 Hexagonal bolt M16 x 100, galv.

63�130�00 Hexagonal locking nut M16, galv.

63�125�50 Hexagonal nut M16, galv.

MevaLiteWall Formwork

31

MevaLite

32

▲ Extended panels - safe, fast and easy connection

wit the MEVA assembly lock

The new lightweight clamp systemMevaLite is the new modular, handset clamp forming system made of aluminium. With its hollow profi les it is very rigid, sturdy, takes up to 1,350 psf and it´s easy to clean. The integrated tie�off bars ensure maximum safety, the tie pockets allow to work with any possible tie system and the clamp con-nection enables a fast assembly. It facilitates a fast work fl ow even without a crane. This is appreciated by all contractors when they are involved in:

All-plastic facing “alkus”MEVA is the fi rst formwork manufacturer to equip all its formwork systems with the pioneering all-plastic forming face “alkus“. Thus, all MEVA formwork systems produce a consistent high-quality concrete fi nish.

▲ Multifunction profi les, easy attachement of

any accessories

▲ Construction site, Dallas, Texas/USA

▲ Assembly lock developed by MEVA: only 3.3 lb

■ industrial construction■ commercial construction■ highway projects■ strip footings, foundation slabs, light

shafts, various beams and drain shafts.

MevaLite. The ultimate technology in lightweight formwork.

MevaLiteMevaLite

Wall Formwork

33

FEATURES BENEFITS

Pan

els

■ Panel heights 9’, 6’, 4’ and 3’; fi ve different panel widths 3’, 2’, 1’� 6“, 1’ and 6“; multi�purpose�panels with a width of 2’�6“; symmetric panels and tie-holes

▼ For vertical or horizontal application

▼ Easy handling, low learning curve

■ Modular, handset clamp formwork system ▼ Lightweight, true hand-set system

▼ No crane required: fast, easy working on�site

▼ 5.7 lbs per sq. ft., max. 136 lbs panel weight (9x3 ft)

■ High-tech; low-weight solution ▼ Greater fl exibility and greater cost saving on site

Co

ncr

ete

p

ress

ure ■ Rigid, sturdy, high load capacity of 1,350 psf ▼ High load capacity

▼ Are designed to last long in tough, on-site use

Fram

e

■ Frame made of closed and hollow aluminium profi les as well as the cross stiffeners

▼ Torsion-proof, durable and sturdy

▼ Easy to clean

▼ More stability

■ Frames with white powder coating ▼ High corrosion protection

▼ Less cleaning effort due to reduced concrete adhesion

■ Vertical tie-off bar, solidly welded between horizon-tal profi les on every panel

▼ Maximum safety

Mu

lti-

fun

ct.

pro

fi le ■ Multifunction profi les with built-in Dywidag threa-

ded nuts

▼ Easy and fast attachment of accessories such as diagonal braces, steel rails and walkway brackets etc.

Tie h

ole

s,

Pan

el

con

nect

ion

■ Huge tie pockets ▼ Easy insertion of any tie system, the tie rods are re�usable

■ Tie holes: 3 per panel height 9’, 2 per panel height 6’ and 4’, 1 per panel height 3’; symmetrical

arrangement

▼ Symmetric tie hole and joint pattern per panel size for architectural standards

■ MevaLite assembly lock weighs only 3.3 lb ▼ Fast assembly (no nuts and bolts are needed)

▼ No losable parts

▼ With only a few hammer blows a safe connection and a per-fect alignment are achieved

All

-pla

stic

faci

ng

alk

us



▼ Built in fl ush with panel frame; improved and consistently even concrete surfaces




▼ Minimal repairs save follow�up costs



■ alkus is as durable as the panel frame ▼ No re�facing required; no disruption of construction process by downtimes

■ Resistant to rotting, ripplings, decoloration and UV�rays; facing remains smooth

▼ Smooth, shiny concrete fi nish even after hundreds of re�uses

34



22�500�20 MevaLite�panel 9‘ x 3‘ 27.0 136.2

22�500�30 MevaLite�panel 9‘ x 2‘ 18.0 96.6

22�500�40 MevaLite�panel 9‘ x 1’�6” 13.5 79.6

22�500�50 MevaLite�panel 9‘ x 1‘ 9.0 57.5

22�500�60 MevaLite�panel 9‘ x 6” 4.5 38.1

MevaLite

Panel height 9‘7 cross stiffeners, of which 7 are multi-function profi les with welded DW-threaded nuts. 3 symmetrically arranged tie holes per panel height.

22�501�20 MevaLite�panel 6‘ x 3‘ 18.0 85.8

22�501�30 MevaLite�panel 6‘ x 2‘ 12.0 67.0

22�501�40 MevaLite�panel 6‘ x 1‘�6” 9.0 55.6

22�501�50 MevaLite�panel 6‘ x 1‘ 6.0 39.5

22�501�60 MevaLite�panel 6‘ x 6” 3.0 26.0

Panel height 6‘5 cross stiffeners, of which 5 are multi-function profi les with welded DW-threaded nuts. 2 symmetrically arranged tie holes per panel height.

Panel height 4’3 cross stiffeners, of which 3 are multi-function profi les with welded DW-threaded nuts. The only exception is the 6” wide panel, which has no multi�function profi le. 2 symmetrically arranged tie holes per panel height.

Panel height 3’1 cross stiffener, of which 1 is a multi-function profi le with welded DW-threaded nuts. The only exception is the 6” wide panel, which has no multi�function profi le. 1 symmetrically arranged tie hole per panel height.

22�502�20 MevaLite�panel 4‘ x 3‘ 12.0 62.8

22�502�30 MevaLite�panel 4‘ x 2‘ 8.0 46.5

22�502�40 MevaLite�panel 4‘ x 1‘�6” 6.0 38.6

22�502�50 MevaLite�panel 4‘ x 1‘ 4.0 27.3

22�502�60 MevaLite�panel 4‘ x 6” 2.0 17.4

22�503�20 MevaLite�panel 3‘ x 3‘ 9.0 47.6

22�503�30 MevaLite�panel 3‘ x 2‘ 6.0 34.2

22�503�40 MevaLite�panel 3‘ x 1‘�6” 4.5 28.2

22�503�50 MevaLite�panel 3‘ x 1‘ 3.0 19.0

22�503�60 MevaLite�panel 3‘ x 6” 1.5 12.3

22�500�25 Multi�purpose panel 9’ x 2’�6” 22.5 128.3




ML-multi-purpose panelThe multi�purpose panel can be used to form pilasters, corners, columns, bridge abutments and connections to existing walls. The panels have multi�adjustment profi les for mount�ing column clamps or ties. The multi�purpose panel can be used as a standard 2’�6” panel as the tie holes are not yet drilled. However, the panel comes with pilot holes predrilled on the backside of the panel for exact position of selected tie holes. For dril-ling this hole a 1” size bit is required.Another possibility to connect two multi�purpose panels with each other is to use the ML�tensioning screw.

AttentionUnused tie holes need to be closed with plugs D27/30.

35


MevaLite

Ref.-No. Description sq.ft. lbML-inside cornerconsists of an aluminum frame and a replaceable alkus�sheet without tie hole; for 90°angles.

ML-outside corneraluminum, together with MevaLite-panels and assembly locks, it provides a solid outside corner assembly for 90° angles with high resistance to tensile force.

22�505�60 ML-inside corner 9’ x 1’ 18 91.5




22�505�10 ML-outside corner 9’ 20.5




ML-articulated inside cornersteel; side length = 1’; adjustable from 70° to 275°; stop points at 70°, 90° and 135°.

ML-articulated outside cornersteel; side length = 5”; adjustable from 60° to 220°; stop points at 90°, 120° and 135°.

22�506�10 ML�articulated inside corner 9’ x 1’ 18 192.5




22�506�60 ML�articulated outside corner 9’ 111.8




22�507�10 ML�alu fi ller 9’ x 3” 2.3 22.7

22�507�15 ML�alu fi ller 9’ x 2” 1.5 16.5

22�507�20 ML�alu fi ller 9’ x 1” 0.8 13.0

ML-alu fi llerfor length adjustments of 1“ to 3“, particularly in corner confi gurations.

22�507�30 ML�alu fi ller 6’ x 3” 1.5 15.2

22�507�35 ML�alu fi ller 6’ x 2” 1.0 11.0

22�507�40 ML�alu fi ller 6’ x 1” 0.5 8.6

22�507�50 ML�alu fi ller 4’ x 3” 1.0 10.4

22�507�55 ML�alu fi ller 4’ x 2” 0.7 7.7

22�507�60 ML�alu fi ller 4’ x 1” 0.3 6.0

22�507�70 ML�alu fi ller 3’ x 3” 0.8 7.9

22�507�75 ML�alu fi ller 3’ x 2” 0.5 5.7

22�507�80 ML�alu fi ller 3’ x 1” 0.3 4.4

36



Uni-assembly lock 22galvanized; for stepless compensations, clamping length = 8.66”, spans fi llers up to 6.5“.

Flange screw 18galvanized; to attach steel rails, scaf-folding brackets and formwork-prop connectors etc.; length of thread: 7”.


29-400-85 Uni�assembly lock 22 7.9

29-401-10 Flange screw 18 2.4

Corner bracket 40/60galvanized; to reinforce corner appli�cations.

Bulkhead bracket 60/23galvanized; suited for modular panels with a profi le width of 7/8“ (MevaLite) and 2 3/8” (Imperial); replaces the tie rod or taper tie.

23-310-40 Alignment rail 12’ 167.3



29�210�10 Alignment rail 3’ 48.0

29-402-25 Corner bracket 40/60 20.9

29-105-60 Bulkhead bracket 60/23 44.1

EA-assembly lockgalvanized; to tightly connect and align ML-panels; clamping length: 2”.

29-205-50 EA�assembly lock 3.3

37


MevaLite


ML-column clampgalvanized; permits connection of panels at an angle of 90°. To form bulkheads and columns in combination with ML�multi�purpose panels; needs one articulated fl ange nut 120 or fl ange nut 100.

ML-tensioning screwto connect two ML�multi�purpose panels at an angle of 90° with each other.

Articulated fl ange nut 15/120forged part with cut thread, ball-and-socket joint; for threadbars with 5/8“ (15 mm); admissible load-bearing capacity: 21,900 lbs.

29�210�70 ML-column clamp 5.3

29�210�80 ML-tensioning screw 2.6

29-900-10 Articulated fl ange nut 15/120 4.0

Flange nut 100forged part with cut thread; for threadbars with 5/8” (15 mm); plate diameter: 4“; admissible load-bearing capacity: 21,900 lbs.

Taper tieto tie double�sided formwork(w/o illustration).

Tie claw 23galvanized; permits tieing directly above or beside MevaLite panels.

29-900-20 Flange nut 100 1.5

2�500�58�16/42 Taper tie 1” to 3/4” L = 42”

2�500�58�24/50 Taper tie 1” to 3/4” L = 50”

2�500�58�32/58 Taper tie 1” to 3/4” L = 58”

29�901�44 Tie claw 23 0.4

38



Guard-railing postgalvanized; is attached to the scaf�folding bracket.

Side railing galvanized; for scaffolding brackets.



29-108-30 Side railing 125/100 30.4

29-108-20 Side railing 90/100 27.1

Push-pull strutgalvanized; is attached above a panel joint to stabilize ML�panels, which are assembled in horizontal position, and tied at bottom. Applicable for a wall thickness up to 25”.


29-105-70 Push-pull strut 14.5

29-109-25 Brace frame 250 w\out connector 60.6

29-109-20 Brace frame 250 with connector 69.4

Scaffolding bracketgalvanized, yellow, pluggable. It is used as working and safety scaffold; is attached to the multi-function profi le and secured to the multi-function profi le below by means of a fl ange screw 18. The planking can be mounted to the brackets. Working width approx. 3’ (4’).Guard-railing post 100 or 140 is required in addition. Bracket spacing depends on type of planking.



ML-crane hookcoated; to move MevaLite-panels. Self-locking; load capacity: 1,300 lbs. Always two (2) crane hooks required per gang.

29�103�95 ML�crane hook 12.1

39


MevaLite

Ref.-No. Description sq.ft. lbFormwork-prop connectorgalvanized; to connect braces, brace frames and push-pull props to the multi-function profi le by means of a fl ange screw 18. Delivery includes head bolt 16/90 and cotter pin 4.

Push-pull prop R 160galvanized; high tensile and compres-sion strength, for aligning formwork. Articulated foot plate and formwork-prop connector must be ordered separately.Adjustment range: 4’-6” to 6’-6”.

Push-pull prop R 250as above; except adjustment range:6’-3” to 10’-5”.

29-804-85 Formwork�prop connector 3.6

29-109-40 Push�pull prop R 160 24.3

29-109-60 Push�pull prop R 250 40.8

Push-pull prop R 460galvanized; high tensile and compres-sion strength, for aligning formwork. Articulated foot plate and formwork-prop connector must be ordered separately.Adjustment range: 11’-2” to 17’.

Push-pull prop R 630galvanized; high tensile and compres-sion strength, for aligning formwork. Articulated foot plate and formwork-prop connector must be ordered separately.Adjustment range: 16’-9” to 24’-11”

29-109-80 Push�pull prop R 460 78.9

29-109-85 Push�pull prop R 630 149.9

40



Tensioner for foundation tapegalvanized; to connect the foundation tape to MevaLite panels; it serves as bottom tie when panels are assembled in horizontal position. Two (2) tension�ers are required per tieing position.

29-307-85 Tensioner for foundation tape 3.7

Foundation tapegalvanized; hole spacing 2” (50 mm); hole diameter 5/8” (16 mm); length 164’ (50 m); adm. tension force 2.2 kips (10.0 KN); to be cut at hole center. Together with the appropriate tensioner it serves as bottom tie when panels are assembled in horizontal position.

Plug D27/30to close unused tie holes

29-307-50 Foundation tape 44.1

29-902-64 Plug D27/30 0.01

Shoe plate 23to anchor forms to the supporting structure.

29-311�96A Shoe plate 23 4.7

Double-jointed foot plategalvanized; for brace frames with braces of diameters up to 2 1/4”(58 mm).

29-402-32 Double�jointed foot plate 8.8

Articulated foot plategalvanized; for push-pull prop up to 2 1/4“ (58 mm) outside diameter, incl. M16x90 bolt and nut.

29-802-48 Articulated foot plate 5.1

ArcusCircular Formwork

41


42

From circular to poly gonal

▲ Arts and convention center, Debrecen/Hungary

▲ Hotel Mariott auf Schalke, Gelsenkirchen/Germany

Even if a project requires the forming of round buildings, MEVA offers a tailored and cost�effective solution for all kind of applications.

Polygonal formworkCircular tanks can be formed polygo-nally by using standard panels of wall formwork systems plus radius panels and tensioning bows.

Rundfi xRundfi x permits the fast and safe con�creting of round, oval or similar build�ings. Rundfi x consists of custom�made walers, H20�girders and a job�built forming face.

Circular formwork ArcusIf circular buildings are required, the Arcus circular formwork panels deliver perfect results. Arcus is a steplessly adjustable circular formwork system for precise adjustments for:■ waste water treatment plants■ car park entry or exit spindles■ high�rise buildings.

We offer a cost-effective solution for every task. Circular walls are formed with Arcus and Rundfi x, polygonal walls are accomplished with standard wall formwork plus radius panels.


43


FEATURES BENEFITS

Cir

cula

r Fo

rmw

ork

Arc

us

■ Requiered radius adjusted on site ▼ Stepless adjustment of each radius greater than 9’ (275 cm)

■ Four panel widths 8.20’ (250 cm) and 4.22’ (128 cm) outside panels, 7.87’ (240 cm) and 4.04’ (123 cm) inside panels and three panel heights 9.84’ (300 cm), 6.56’ (200 cm) and 4.92’ (150 cm)

▼ Perfect adaptation to building layout

■ Panel connection with MEVA�developed assembly lock: only 6.6 lb (3.0 kg)

▼ Time saving on assembly: it tightly connects and aligns panels with a few hammer blows

▼ Easy connection to MEVA wall formwork systems

■ Two tieing options: either directly through the trapezoidal profi les or by using an anchoring rail

▼ When using an anchoring rail the number of ties is reduced by 50 %

Cir

cula

r Fo

rmw

ork

R

un

dFi

x

■ Pre�assembled radius stays constant ▼ No time�consuming readjusting of radius

■ Flexible adaptation of forming face ▼ Perfect, fair�faced concrete fi nish without horizontal joints▼ Architectural requirements to facing joints and tie hole posi�

tions can be met easily

■ Well�priced alternative for constant radiuses com�pared to common circular formwork

▼ Cost�effective system

Po

lyg

on

al

Form

wo

rk

■ Easy assembly with standard panelspanels, radius panels and tensioning bows

▼ Expanded application area for available wall formwork in stock

■ Can be applied for radiuses greater than 5.74’ (175 cm)

▼ Cost�effective for short polygonal walls

■ Panel connection with the MEVA�developed assembly lock.

▼ Time saving on assembly: it tightly connects and aligns panels with a few hammer blows

▲ RundFix

The required tie hole and joint pattern can be easily arranged thanks to the

fl exible adaptation of the forming face.

▲ Arcus

Built-in spindles allow for a precise and stepless adjusment of each radius

greater than 9’ (275 cm).

44


Circular formwork ArcusArcus is a circular formwork system with adjustable radius. Pre-assembled standard panels with galvanized steel profi les are the load-bearing system for bended concrete surfaces.The required radius is adjusted on the job site by means of the integrated spindle system. The variety of different widths and heights for the inner and the outer panels permits a perfect adjustment to the job site require-ments.

AR-panelsTrapezoidal profi les, galvanized; special plywood face. Pre-assembled formwork panels with integrated spindles, which permit adjustment to each radius > 9‘.

45


Arcus

Ref.-No. Description sq.ft lb m² kg

23-800-10 AR-outside panel 9.84’ x 8.20’ (300 x 250 cm) 80.70 809.5 7.50 367.2



23-801-10 AR-inside panel 9.84’ x 7.87’ (300 x 240 cm) 77.50 799.6 7.20 362.7









46


Ref.-No. Description lb kgAR-tension spindlebridges the panel joints of the inside formwork if the radius is > 32’-9 (10.0 m). The tension spindle is attached to the trapezoidal profi le at the same height as the other spindles.

AR-clamp for height extensionpermits the height extension of the AR-panels. The clamp is attached to each trapezoidal profi le and connects the extension panels.

23-802-10 AR-tension spindle 15.9 7.2

23-802-15 AR-clamp for height extension 12.1 5.5

AR-tie clawserves as guide for tieing above the panels.

23-803-70 AR-tie claw 3.1 1.4

AR-anchoring railtransfers load to 2 trapezoidal pro-fi les. The connecting bolts are fi rmly attached to the rails.

23-803-75 AR-anchoring rail 53.4 24.2

Threadbar 7/8” (20 mm)7/8“ thread; for tieing of double-sided formwork; admissible load capacity: 39,200 lbs.

29-900-97 Threadbar 7/8” (20 mm) 20/120 6.6 3.0

Articulated fl ange nut 20/140forged, cut thread, ball-and-socket joint; diameter of plate: 5.5“ (140 mm); maximum inclination: 10°; spanner width = 36 mm (1.42“).

29-900-05 Articulated fl ange nut 20/140 5.3 2.4

Spanner SW 36to hold and to loosen fl ange nuts and fl ange screws. Spanner width: 36 mm(1.42“).

29-800-15 Spanner SW 36 7.3 3.3

47


Arcus

Ref.-No. Description lb kgAR-scaffolding bracketserves as working and protective plat-form; it is attached to the trapezoidal profi le by means of bolts.

23-803-10 AR-scaffolding bracket 28.9 13.1

Railing post 48/100 LABThe railing post 48/100 LAB is put on:a) the single scaffolding bracket as rear protectionb) all LAB platforms and on the railing post 48/100 as railing height extension.

29-421-70 Railing post 48/100 LAB 13.2 6.0

AR-connector for push-pull propsserves to attach push-pull props to the trapezoidal profi les of the AR-panels. Connecting devices are integrated.

23-803-20 AR-connector for push-pull props 6.6 3.0

AR-spindle spannerserves to hold and loosen the spindles(w/o illustration).

23-803-65 AR-spindle spanner 1.8 0.8

Brace frame 250galvanized; for the alignment and the bracing of the formwork; it is delivered with foot plate; when using form-work-prop connectors fl ange screws are required for the attachment to the formwork.

29-109-25 Brace frame 250 60.6 27.5

w/out formwork-prop connector

29-109-20 Brace frame 250 69.4 31.5

with formwork-prop connector

M-assembly lockgalvanized; securely connects AR�kpanels to each other and aligns them; clamping length: 4 3/4“.

29-400-71 M-assembly lock 6.6 3.0

48


Ref.-No. Description lb kgCombi-assembly lock with couplingfor the attachment of push-pull props to the panel joints of the AluStar-, StarTec- and Imperial-wall formwork systems and the circular formwork Arcus.

29-804-60 Combi-assembly lock with coupling 8.2 3.7

Uni-assembly lock 22galvanized; for stepless compensations, clamping length = 8.66”, spans fi llers up to 4“.

29-400-85 Uni-assembly lock 22 7.9 3.6

Uni-assembly lock 28galvanized; for stepless compensations, clamping length = 11“, spans fi llers up to 6“.

29-400-90 Uni-assembly lock 28 8.6 3.9


23-310-40 Alignment rail 12’ 167.3 75.9

23-310-30 Alignment rail 6’ 59.5 27.0

23-310-20 Alignment rail 4’ 39.9 18.1

29-210-10 Alignment rail 3’ 48.0 21.8

Water stop 20lost center piece; is used with tie rods 7/8“ (20mm) to produce watertight concrete; permissible load-bearing capacity: 33,900 lbs (150 kN).

29-903-30 Water stop 20 3.0 1.4

Uni-tie clawgalvanized; permits tieing directly above or beside the panels; suited for modular panels with a profi le width of 1 9/16“ (AluStar/StarTec) and 2 3/8“ (Imperial / Arcus).

29-901-41 Uni-tie claw 3.4 1.5

I-column clampgalvanized, permits connection of panels at an angle of 90°. Used to form bulkheads; needs one fl ange nut 100.

23-311-00 I-column clamp 12.6 5.7

Taper tiediameter 1“ to 1 1/4“; to tie double�sided formwork (w/o illustration).

Taper tie 1” to 1 1/4” —

Column Formwork

49

CaroFalt

50

All-plastic facing “alkus”MEVA is the fi rst formwork manu�facturer to equip all its formwork systems with the pioneering all-plastic forming face “alkus“. Thus, all MEVA formwork systems produce a consistent high-quality concrete fi nish.

▲ Steel Recycling Plant, Cardiff/Great Britain

Foldable, movable, fast and safeCaroFalt is a foldable and movable column formwork with access platform, integrated ladders and safety cages. It has been designed in cooper�ation with the “Fachausschuss Bau“ (safety committee of professional construction associations), and it complies with the highest safety stand�ards. The column formwork CaroFalt consists of four identical panels with articulated links, which are assembled like a windmill. It can be used with or without

▼ The formwork can be easily opened and

closed with a spanner – even from a ladder.

▲ Cardiac Center, Cologne/Germany

triangular strips to form either sharp or exactly beveled edges. Height extensi-ons in increments of 12" (30 cm) can be accomplished by adding 24" (60 cm) or 3’�11" (120 cm) high extension panels at the bottom of the 8’�10" (270 cm) or 11’�10" (360 cm) high standard panels. This way, the access platform and ladder do not have to be assembled and dis-mantled again and again. Once attached all accessories remain at their position.

CaroFaltColumn Formwork

51

FEATURES BENEFITS

Fram

e

■ Frames made of closed, high�strength steel profi les ▼ Torsion�proof, durable

■ Autophoretic chemical (ACC) or cataphoretic (KTL)* prime coating and annealed, impact- and scratch� resistant plastic coating

▼ High corrosion protection


▼ Durable

Co

ncr

ete

pre

s-su

re

■ Adm. load capacity 2,088 psf (100 kN/m²) ▼ High rate of pouring even for very high columns

▼ It is possible to pour the concrete up to panel height with�out considering the concrete recipe, concrete consistency or climate conditions and without taking care of the rate of pouring

Co

nst

ruct

ion

■ Four identical panels with articulated links ▼ Easy material logistics

■ Integrated ladder, safety cage and access platform ▼ Fast working with maximum safety

■ With triangular strip or sealing tape for sharp�edged columns

▼ Easy forming of sharp or exactly beveled column edges

Heig

hts

&

Dim

en

sio

ns

■ Perforated rail with increments of 2" (5 cm) and indi-cation of measurements for column sections from 8"�24" (20–60 cm)

▼ Fast and exact forming of rectangular or square�shaped columns without tape measure

■ Standard panels 8’�10" (270 cm) and 11’�10" (360 cm) high; height extension accomplished by

adding extension panels 2’ (60 cm) or 3’�11" (120 cm) at the bottom of standard panels

▼ Easy adaptation to different heights in increments of 12" (30 cm) in shortest time

▼ No reassembling of access platform required

Ass

em

bly

an

d

Str

ipp

ing

■ Standard and extension panels are connected with AS/ST�assembly locks

▼ Tight connection and perfect alignment of panels with a few hammer blows

■ Integrated spanners and safety pins ▼ Easy opening and closing of the formwork � even from a ladder

■ Transport wheels can be added ▼ Fast, cost�saving transport, high safety

All

-pla

stic

faci

ng

alk

us



▼ Built in fl ush with panel frame; improved and consistently even concrete surfaces during the whole lifespan







* highest quality standard in corrosion protection as known from the automotive industry

52


Ref.-No. Description lb kgCaroFalt

CF-column panelsThe column formwork CaroFalt consists of four identical panels with articu�lated links which are assembled like a windmill. The panels are closed and tensioned with a spanner and can be fold open after concreting. Column sections from 20 � 60 cm (8“ � 24“) are adjustable in increments of 5 cm (2“).Height extensions can be easily attached with AS/ST�assembly locks.Maximum load capacity: 100 kN/m² (2,088 psf).

23-603-10 CF-column panel 360 447.5 203.0

23-603-20 CF-column panel 270 336.2 152.5

23-603-30 CF-column panel 120 162.0 73.5

23-603-40 CF-column panel 60 88.2 40.0

AS-assembly lockto connect extension panels at the bottom of standard panels. Clamping length = 8 cm (3 1/8“).

CF-steel sheet for slidinggalvanized; to protect the alkus�sheet and the frames when the formwork is opened and closed. Always four sheets are required for one column formwork.

CF-spannergalvanized; to open and close the CaroFalt column formwork.

29-205-00 AS-assembly lock 4.4 2.0

29-413-60 CF-steel sheet for sliding 7.1 3.2

29-413-65 CF-spanner 10.1 4.6

53


Ref.-No. Description lb kgCF-transport wheelcoated; used for the horizontal trans-port of a closed column formwork. Always four wheels are required for a formwork unit. Range of spindle = 7.5 cm (3”).Load capacity: 600 kg (1,322.8 lb).

CF-transport device 130for the vertical transport of the column formwork to the next fl oor level; rotat�able. Load capacity: 12 kN (250 psf).

29-413-50 CF-transport wheel 32.8 14.9

29-413-70 CF-transport device 130 3.6 1.7

CF-access platformwith pluggable railing. The covering is non�slip aluminum, which is screwed to a hot�dip galvanized steel frame construction.

CF-scaffolding bracketto attach the access platform to the column formwork. The saffolding bracket is attached to the column panel with a fl ange screw and a transport device.

29-414-10 CF-access platform 234.8 106.5

29-414-15 CF-scaffolding bracket 20.9 9.5

CF-cantilever angleto attach the access platform to the column formwork. The cantilever angle is attached to the column panel with a transport device.

CF-front railingis attached to the access platform as antifall guard.

29-414-20 CF-cantilever angle 32.0 14.5

29-414-25 CF-front railing 24.3 11.0

54


Ref.-No. Description lb kgFlange screw 18galvanized; to attach push�pull props, ladder fi xtures and scaffolding brackets. Length of thread: 18 cm (7”).

29-401-10 Flange screw 18 2.4 1.1

CF-ladderfor a safe access to the access platform.

CF-extension ladder 210galvanized; can be hooked in every step of the ladder 348 or 318.

29-414-50 CF-ladder 348 51.1 23.2

29-414-55 CF-ladder 318 46.5 21.1

29-414-60 CF-extension ladder 210 35.1 15.9

CF-ladder fi xtureis attached to the multi�function pro-fi le with a fl ange screw 18. Then the ladder can be attached to the ladder fi xture.

CF-ladder connectorserves to connect ladder and extension ladder if their height is of more than 4.80 m (15’�9”).

CF-safety cagegalvanized; serves as antifall guard for workers climbing up and down. The saftey cages are mounted to the ladder. Internal diameter = 70 cm (2’�3 1/2”).

29-414-65 CF-ladder fi xture 11.0 5.0

29-414-70 CF-ladder connector 2.2 1.0

29-414-85 CF-safety cage 210 61.5 27.9

29-414-90 CF-safety cage 85 26.5 12.0

55


Ref.-No. Description lb kgPush-pull prop Rgalvanized; high tensile and compres-sion strength, for aligning formwork. Articulated foot plate and formwork-prop connector must be ordered separately.

Brace SRLconsists of a right� and left�hand spindle as well as a revolving central part. The brace is delivered without footplate and formwork�prop connec-tor. These items have to be ordered separately.

29-108-80 Brace SRL 120 18.3 8.3

29-108-90 Brace SRL 170 23.1 10.5

29-804-85 Formwork-prop connector 3.6 1.7


Formwork-prop connectorgalvanized; to connect braces, brace frames and push-pull props to the multi-function profi le by means of a fl ange screw 18. Delivery includes head bolt 16/90 and cotter pin 4.

Double-jointed foot plategalvanized; for brace frames with braces of diameters up to 58 mm (2 1/4”).

Head bolt 16/90to attach the foot plate to the brace frame.

Pin 4to lock the head bolt.

29-402-32 Double-jointed foot plate 8.8 4.0

42-413-50 Head bolt 16/90 0.4 0.2

62-010-04 Pin 4 — —

29-109-40 Push-pull prop R 160 24.3 11.0

29-109-60 Push-pull prop R 250 40.8 18.5

29-109-80 Push-pull prop R 460 78.9 35.8

29-109-85 Push-pull prop R 630 149.9 68.0

29-109-25 Brace frame 250 without connector 60.6 27.5

29-109-20 Brace frame 250 with connector 69.4 31.5

57

STBSupport Frame

58

Greatest heights, peak performance

A single�sided wall makes specifi c technical demands on a formwork system. The MEVA support frame STB has often proved of value in numer�ous sophisticated projects to the limits of what is possible – even for extraordinary high walls. Unlike with double�sided formwork, here the total concrete pressure has to be transferred from the formwork via a support structure into an existing structure or the founda-tion. MEVA support frames solve this task safely and economically by anchoring the system into the foundation or fl oor slab.

▲ New sluice, Lauenburg/Germany

▲ Interim storage facility, Neckarwestheim/Germany▲ Railway station Tullnerfeld TF 7, Vienna/Austria

MEVA‘s support frames STB allow single�sided forming of walls with heights of more than 40’ (12 m) for:■ concreting against rock or soil■ sheet piling■ retaining walls■ shafts and tunnels.

The design of the STB 450 system is more compact at the bottom- helpful on confi ned contruction sites and for easy transport. The support frame can also be used as truss/lattice girder for special applications.

59

STBSupport Frame

FEATURES BENEFITS

Co

nfi

gu

rati

on

■ STB 300 height: 10.1’ (3 m) for walls up to 11’ (3.35 m)

▼ Cost�effective solution for standard wall heights in under-ground car parks or in housing construction

■ STB 450 height: 14.9’ (4.50 m), construction depth only 7.7’ (2.35 m) for walls up to 17’ (5.20 m), can be

extended in height

▼ Compact basic unit and reasonable transport (no extra wide truck)

■ Modular design: extendable in height with 4.9’ (1.50 m) height extensions up to a wall height of 40’ (12 m) when using additional Triplex SB heavy�duty braces.

▼ Smallest footprint and greatest height of all available systems on the market, ideal also for narrow sites

■ Brace bracket SK 150 for applications up to 4.9’ (1.50 m), adjustable inclination

▼ Flexible and economical forming of bulkheads of thick foundation slabs, even with joint tapes

Desi

gn

■ Solid steel construction, high load capacity, small height extension units

▼ High static security, perfect adaptation even to diffi cult jobsite requirements, simple logistics

■ Anchoring with DYWIDAG�thread into the fl oor slab or foundation

▼ Commercially available anchoring system: load capacity depends on diameter and distance between ties, which allows for a perfect adaptation to jobsite requirements

■ Combinable with MEVA wall formwork systems as well as with custom�made constructions, e.g. by using the all�plastic alkus facing as forming face

▼ Practical solutions for extraordinary geometries, large�size formwork providing outstanding concrete fi nish

Three different confi gurations:

Depending on the application three different versions are available.

For applications up to 4.9’ (1.50 m) the brace bracket SK 150; the STB 300 for

wall heights up to 11’ (3.35 m), and for higher walls the STB 450, which can

be extended with height extensions 150 up to a total height of 40’ (12 m).

60

STBSupport Frame

Ref.-No. Description lb kgSupport frame STB 300a solid steel construction (painted) to support single�sided wall formwork. Useful accessories facilitate an easy adaptation to different requirements. Used to support single�sided wall form-work up to a pouring height of 11'.

Base extension STB 300extends the basic support frame STB 300 to allow pouring of wall heights up to 14.0'; reinforcement bya push�pull prop and a M�alignment rail 450 is required; the necessary con-necting devices are delivered with each extension piece.


29�402�62 Support frame STB 300 370.4 168.0

29�402�64 Base extension STB 300 116.8 53.0

Push-pull prop R 460when using extended support frames STB 300 for pouring heights between 11' and 14', these props provide addi-tional bracing of the formwork.

23�310�40 Alignment rail 12’ 167.3 75.9

23�310�30 Alignment rail 6’ 59.5 27.0

23�310�20 Alignment rail 4’ 39.9 18.1

29�210�10 Alignment rail 3’ 48.0 21.8

29�109�80 Push-pull prop R 460 78.9 35.8

Reversible couplingto connect push�pull props to vertical alignment rails.

Cross beam 300to link formwork and support frames.

29�401�74 Reversible coupling 4.4 2.0

29�403�05 Cross beam 300 132.3 60.0

61

STBSupport Frame

STB

Ref.-No. Description lb kgCross stiffener 44galvanized; in connection with support frames STB 300 used as tie�beam to transfer the forces from the support frame into the anchor loops.

Flange screw 18galvanized; to attach support frames, steel rails, scaffolding brackets and formwork�prop connectors etc. to the multi�function profi les of the panels.

Assembly lockto clamp the holding device to the formwork panels and to connect panels with each other.

29�401�02 Cross stiffener 44 13.9 6.3

29�401�10 Flange screw 18 2.4 1.1

29�400�71 M�Assembly lock 6.6 3.0

29-205-00 AS/ST-Assembly lock 4.4 2.0

Support frame STB 450to support single�sided wall formwork up to a pouring height of 17'; bolt�on couplers (Ref.�No. 40�080�70) have to be ordered separately when scaffold tubes are applied.

Height extension STB 450/150support frames STB 450 can be extend�ed in height several times by extension pieces 150; for heights exceeding 22' Triplex braces SB and base extensions are required; the necessary connecting devices are included in the delivery.

29�406�00 Support frame STB 450 1816.6 824.0

29�406�10 Height extension STB 450/150 262.3 119.0

Base extension STB 450to extend support frames STB 450 at the bottom; Triplex braces SB can be attached to it.

29�406�20 Base extension STB 450 88.2 40.0

62

STBSupport Frame

Ref.-No. Description lb kg

Wheel adapterto install swivel�type castors; suitable for castor 2 tons (Ref.�No. 29�306�50) or castor 6 tons (Ref.�No. 29�306�75).

29�403�75 Wheel adapter 26.5 12.0

Clamping device for bulkhead bracketto connect bulkhead bracket to support frame.

Cross brace STBto support the inside corner area of a single�sided wall formwork; with integrated Dywidag�threaded nuts to attach the cross brace to the support frame STB 300 or STB 450.

29�406�60 Clamping device for bulkhead bracket 3.1 1.4

29�406�70 Cross brace STB 202.8 92.0

Trolley walerto enable a fast transport of support frames in restricted areas if it is not possible to use a crane; the trolley waler is attached to the support frame units.

29�403�70 Trolley waler 167.5 76.0

Twin channelto transfer the load from the support frame into the anchor bars.

Fixing screw 35/DW15galvanized; when Mammut or StarTec panels are assembled in horizontal position, the support frame is attached to the holes by using the fi xing screw; the screw is held by a fl ange nut 100.

29�406�30 Twin channel 245/22 326.3 148.0

29�406�35 Twin channel 80/22 108.0 49.0

29�406�38 Twin channel 80/12 49.6 22.5

29�401�20 Fixing screw 35/DW15 1.3 0.6

Bulkhead bracket SB 110to form bulkheads. Wall thicknesses up to 3' are possible. Adjustment range: 0' to 3'.

29�406�40 Bulkhead bracket SB 110 436.5 198.0

63

STBSupport Frame

STB


29�403�80 Trolley spindle 48/70 16.3 7.4

Trolley spindle 48/70to raise support frame units in order to attach castors.

Positioning support SKfor the exact leveling and positioning of the bulkhead when used with the brace bracket 150 � even on sloped surfaces.

Brace bracket SK 150to form bulkheads for foundation slabs with a thickness up to 4.9'. The braces SRL 120 and SRL 170 have to be ordered separately.

29�403�55 Positioning support SK 9.0 4.1

29�403�50 Brace bracket SK 150 83.8 38.0

Braces SRLconsist of a right�hand and a left�hand spindle as well as a revolving center-piece.

Triplex SBgalvanized; together with the base extension of the STB 450 the Triplex provides additional support when the pouring height exceeds 22'.

29�108�80 Braces SRL 120 18.3 8.3

29�108�90 Braces SRL 170 23.1 10.5

29�407�00 Triplex SB 630 315.3 143.0

29�407�15 Triplex SB 300 right 156.5 71.0

29�407�35 Triplex intermediate piece SB 100 48.5 22.0

29�407�17 Triplex SB 300 left 156.5 71.0

Anchor loop 15to anchor the support frame to the supporting structure.Safe working load: 21.9 kips (98 kN) per bar.

Coupling nutto connect threadbars to the anchor loop when length extension is neces-sary.

29�001�20 Anchor loop 15 5.3 2.4

29�900�55 Coupling nut 15 SW 30 0.4 0.2

29�900�50 Coupling nut 20 SW 36 1.5 0.7

29�900�56 Coupling nut 26.5 SW 48 3.1 1.4

64

STBSupport Frame


Flange nut 100forged, cut thread, for threadbars with 5/8" diameter.Admissible load capacity = 21,900 lbs. Plate diameter: 4".

29�900�20 Flange nut 100 1.5 0.7

Articulated fl ange nut 20/140forged part with cut thread, ball�and�socket joint; for threadbars with 7/8"; admissible load capacity = 39,200 lbs.

Hexagonal nutforged, cut thread; cast in together with a counter plate to increase the pull�out�resistance of threadbars 7/8" (DW 20) and 1" (DW 26.5).

Counter platesee above.

29�900�05 Articulated fl ange nut 20/140 5.3 2.4

29�900�61 Hexagonal nut 20 7/8" 1.1 0.5

29�900�58 Hexagonal nut 26.5 1" 1.1 0.5

29�900�35 Counter plate 4.7" x 4.7" x 0.8" / 1" 4.6 2.1

29�900�30 Counter plate 4.7" x 4.7" x 0.8" / 1.5" 4.6 2.1

Scaffold tubesgalvanized; to reinforce large�size units for crane ganging. Diameter: 2".

29�412�23 Scaffold tubes 48/200 (2"/6.6') 20.7 9.4

29�412�26 Scaffold tubes 48/300 (2"/9.8') 31.1 14.1

29�412�27 Scaffold tubes 48/400 (2"/13.1') 41.4 18.8

Anchorsuncoated; with Dywidag�thread (DIN 18216). Safe working loads:5/8" Threadbar (DW 15) 21.9 kips (98 kN)7/8" Threadbar (DW 20) 39.2 kips (174 kN)1" Threadbar (DW 26.5) 63.7 kips (284 kN)

Anchoring auxiliary STBto facilitate the placing of threadbars in the supporting structure when sup-port frames are used.

29�900�80 Anchor DW 15/90 5/8" 2.8 1.25

29�900�97 Anchor DW 20/120 7/8" 6.6 3.0

29�900�98 Anchor DW 20/..per meter 5.5 2.5

29�900�75 Anchor DW 26.5/80 1" 7.9 3.6

29�001�50 Anchoring auxiliary STB 15 5/8" 1.0 0.45

29�001�55 Anchoring auxiliary STB 20 7/8" 1.0 0.45

29�001�60 Anchoring auxiliary STB 26.5 1" 1.0 0.45

65

STBSupport Frame

STB

Ref.-No. Description lb kgRigid coupler 48/48to connect two scaffold tubes at an angle of 90°; spanner width = 22 mm (0.87“).

Swivel-joint coupler 48/48to connect two scaffold tubes at any angle required.

29�412�50 Rigid coupler 48/48 2.4 1.1

29�412�52 Swivel-joint coupler 48/48 2.6 1.2

Bolt-on coupler 48/M14to attach scaffold tubes to the support frame, climbing bracket, etc.

Joint coupler 48/48to attach scaffold tubes at the tube joint. The use of a tube connector 48 is required (see below).

Tube connector 48to reinforce the joint of two scaffold tubes.

40�080�70 Bolt-on coupler 48/M14 2.2 1.0

29�412�55 Joint coupler 48/48 3.1 1.4

29�412�57 Tube connector 48 2.4 1.1

MevaDecSlab Formwork

67

68

1

2

3

One slab completed in three days

▲ The grid-free placing of panels into primary beams facilitates a simple adaptation of the

formwork to the required building geometry.

▲ Different methods are available to meet different project

requirements; the methods can be combined with each

other: FTE-method (1), HN-method (2) or Panel-method (3).

All-plastic facing “alkus”MEVA is the fi rst formwork manufacturer to equip all its formwork systems with the pioneering all-plastic forming face “alkus“. Thus, all MEVA form-work systems produce a consistent high-quality concrete fi nish.

▼ The drop-head allows lowering the formwork by

7.5" (19 cm). This makes stripping fast and comfortable.

MevaDec is the most modern, fl exible and effi cient slab formwork system of all. The drop�head permits early stripping and a fast transport to the next cycle, e.g. for:■ many fl oor levels,■ constant geometries,■ repeated re�uses,■ short cycles.

Proven: With MevaDec 3-day cycles are feasible.

Since MevaDec had been launched, slab forming has become simpler and faster. Because the conception of MevaDec is to cover the most impor-tant slab forming methods with just one system.

The system advantage: the same components are used for different applications and the number and posi-tion of the post shores is determined by the system. So, the most important requirements of a building can be met easily and fl exibly:■ ground plan,■ building type / dimensions,■ slab thickness,■ fl oor height,■ concrete fi nish etc.


69

FEATURES BENEFITS

Syst

em

co

mp

on

en

ts ■ Panel width 1.31’, 1.97’, 2.63’ (40 cm, 60 cm, 80 cm), panel length 2.63’, 5.25’ (80 cm, 160 cm); frames made of closed 2�chamber aluminium profi les; anne-aled, impact� and scratch resistant plastic coating

▼ Simple adaptation in 8" (20 cm) increments – compensations are always less than 8" (20 cm)

▼ Torsion�proof, durable, low weight


■ Primary and secondary beam ▼ Rigid and torsion�proof

■ Post shores with drop�head allows for early stripping ▼ Less inventory through repeated re�use

3 m

eth

od

s w

ith

on

e s

yst

em

Drop-head-beam-panel method (FTE)■ Load�bearing system comprising primary beams and

post shores with drop�heads■ Grid�free placing and moving of panels in primary

beam, over and beyond drop�head■ Free changing of forming direction■ Number of post shores determined by the system

▼ Simple assembly and stripping, low learning curve and shorter assembly time

▼ Simple, grid�free adaptation to building geometries

▼ Improved safety, avoids assembly errors, avoids superfl uous post shores, fewer parts

▼ Few post shores required

Primary-and-secondary-beam method (HN)■ Load�bearing system comprising primary beams and

post shores with drop�heads■ Separate facing placed on primary and secondary

beams■ Free placing and moving of secondary beams in

primary beams

▼ Free choice of facing▼ Primary and secondary beams support separate facing

▼ Few post shores required

Panel-method■ Without primary and secondary beam■ Just two parts: panel and post shore with prop�head■ One prop�head for all applications, fi ts corner and

edge; can even support the cross stiffener

▼ Ideal for buildings with small slab areas where early stripping offers no benefi ts

▼ Simple handling

Earl

y s

trip

pin

g

■ Lowering of primary and secondary beam through patented drop�head system with uplift protection

▼ Easy and fast, reduces assembly errors

▼ Beams are held securely

▼ Reduces wear and tear, improves safety

■ Drop�head lowers by 7.5" (19 cm) ▼ Fast, easy stripping

■ Post shores remain as reshores ▼ Safety and very short cycles

■ Panels and beams are ready for re�use in next cycle ▼ Less inventory, simple handling, cost�saving

Load

ca

paci

ty

■ 16" (40 cm) thick slabs achievable with primary beam 210

■ 22" (55 cm) thick slabs achievable with primary beam 160

▼ Fewer post shores leave more space for easy working

▼ Short cycles

All

-pla

stic

faci

ng

alk

us



▼ Built in fl ush with panel frame; improved and consistently even concrete surfaces during the whole lifespan




70


MevaDec

MD-primary beamaluminum profi le, powder�coated; pri-mary beams and MD�drop heads build the load�bearing system of MevaDec. The grooves are punched to reduce the cleaning effort.

MD-secondary beamaluminum profi le with plastic nailing strips on top and at the bottom; can be used in two ways:brown strip on top = secondary beam is hooked in between two primary beams (fl ush);grey strip on top = secondary beam is 3/4” (19.0mm) below primary beams and panels.

MD-drop headgalvanized and partly powder�coated, a safety latch prevents disengage-ment; it permits a lowering of the formwork by 7.5” (19.0cm) so that it can be removed and reused to form the next cycle (”early stripping”); only post shores with drop heads remain in position to support the slab until the fi nal setting of the concrete; the drop head is mounted to steel post shores by means of 2 bolts M12 x 35, or with 2 bolts M16 x 40 to the profi le of MEP� post shores.

MD-prop headpowder�coated and galvanized; supports the panels and secures them automatically against unhooking; the panels can be assembled from beneath the slab; the prop head is mounted to steel post shores by means of 2 bolts M12 x 35, or with 2 bolts M16 x 40 to the aluminum profi le of MEP�post shores.

MD-panelpanel frames made up of closed alumi-num profi les, powder�coated, with an integrated alkus forming face GM 12.

71


MevaDec

Ref.-No. Description sq.ft lb m² kg

22-300-98 MD-primary beam 270 (8.86‘) 2.91 52.9 0.27 24.0

22-301-00 MD-primary beam 210 (6.89‘) 2.26 39.7 0.21 18.0

22-301-10 MD-primary beam 160 (5.25‘) 1.72 30.9 0.16 14.0

22-301-20 MD-primary beam 80 (2.63‘) 0.86 16.3 0.08 7.4

22-301-50 MD-secondary beam 160 (5.25‘) 19.8 9.0

22-301-60 MD-secondary beam 80 (2.63‘) 8.8 4.0

29-301-50 MD-drop head 0.11 17.0 0.01 7.7

29-301-45 MD-drop head (pluggable) 0.11 18.3 0.01 8.3

29-301-80 MD-prop head 6.0 2.7

29-301-85 MD-prop head (pluggable) 6.0 2.7

22-300-51 MD-panel 160/80 13.78 50.3 1.28 22.8

22-300-56 MD-panel 160/60 10.33 40.6 0.96 18.4

22-300-61 MD-panel 160/40 6.89 30.6 0.64 13.9

22-300-71 MD-panel 80/80 6.89 27.1 0.64 12.3

22-300-76 MD-panel 80/60 5.17 21.8 0.48 9.9

22-300-81 MD-panel 80/40 3.45 16.3 0.32 7.4

72


Ref.-No. Description lb kgMD-compensation beampowder�coated aluminum profi le with nailing strip; it is used to support fi ller areas; for 3/4“ (19.0mm) forming face. For 27 mm and 21 mm forming face available upon request.

MD-assembly lockgalvanized; it tightly connects MD�panels to each other and clamps MD�compensation beams to MD�panels; clamping length 1.73“ (4.4cm).

MD-beam stiffenergalvanized; is used to secure canti�levering primary beams (e.g. at slab edges).

MD-prop connectorgalvanized; permits support of primary beams where no drop head is used, e.g. for intermediate support, at walls and with cantilevering primary beams; its integrated hammer head screw per-mits attachment to the primary beams; the prop connector is provided with an eye to attach a tensioning chain for anchoring the slab formwork to the ground.

MD-safety clawgalvanized; clamps planks to primary beams. When using MEP�post shores, the safety claw can be used to attach the tripod to the aluminum profi le.

MD-assembly stick 340galvanized; facilitates the assembly when applying the panel method; the panels are simply swung up and temporarily supported by the stick; we recommend to use 2 sticks for a smooth assembly sequence; the stick has an adjustment range from 6.4‘ to 11.2‘ (1.95m to 3.40m).

22-302-50 MD-compensation beam 160 (5.25‘) 11.0 5.0




MD-dismantling auxiliarygalvanized; facilitates the stripping of primary beams if these stick to the slab due to an increased concrete adhesion or inclined post shores.

29-302-25 MD-assembly lock 3.1 1.4

29-301-90 MD-beam stiffener 4.0 1.8

29-302-30 MD-prop connector 4.4 2.0

29-302-10 MD-safety claw 1.1 0.5

29-302-35 MD-assembly stick 9.0 4.1

29-302-40 MD-dismantling auxiliary 6.4 2.9

73


MevaDec


Cleaning scrapergalvanized; serves to clean the groove of the MD�primary beam. Tip replaceable.

Spare blade for cleaning scraperspare part; replaces the used blade of the cleaning scraper (w/o illustration).

MD-cover profi le 10plastic cover; closes the gap between MD�primary beam and the wall when applying the drop�head�beam�panel�method (FTE); length 4.92‘ (1.50m); packing unit: 10 pcs.

MD-support for guard- railing post / panelgalvanized; permits attachment of a guard�railing post at the panels and serves to form a bulkhead at the edge of the slab.

MD-support for guard-railing post / beamgalvanized; permits attachment of a guard�railing post at primary, secondary and MD�beams and serves to form a bulkhead at the edge of the slab.

Guard-railing postgalvanized; to plug into the MD�support for panel or beam respectively.

Railing clampcoated; serves as side railing and can be clamped to all kind of beams or concrete slabs. Height: 39.4“ (100.0cm) [clamping length: 18“ (45.0cm)] or 55“ (140.0cm) [clamping length: 19.7“ (50.0cm)] or 42“ [clamping length: 18“].

MD-laser supportaluminum; is attached to the groove of the primary beam; allows one person to level the slab formwork.

29-905-90 Cleaning scraper 6.0 2.7

40-092-55 Spare blade for cleaning scraper 0.2 0.1

29-302-60 MD-cover profi le 10 2.4 1.1

29-301-60 MD-support for guard- railing post / panel 6.3 2.9

29-301-70 MD-support for guard-railing post / beam 4.4 2.0

29-106-75 Guard-railing post 100 (3.28‘) 8.2 3.7

29-106-85 Guard-railing post 140 (4.59‘) 10.4 4.7

29-107-20 Railing clamp 100 13.2 6.0

29-107-25 Railing clamp 140 20.7 9.4

29-107-30 Railing clamp 42“ 19.3 8.7

29-302-50 MD-laser support 4.2 1.9

74



Transport angle 14galvanized; to stack and transport 5 to 12 MevaDec panels. Distance between holes = 5.51“ (14.0cm);Max. load capacity = 2,248 lbf (10.0 KN) per angle. For safety reasons consider 4,496 lbf (20.0 KN) as maximum capacity for the whole stack. It is recommended to use 2 foldable angles and 2 angles of the rigid type for each stack.

29-305-30 Transport angle 14, foldable 37.5 17.0

29-305-35 Transport angle 14, rigid 28.4 12.9

Swivel-type castor 100with 4 swivel�type castors 100 and 4 transport angles 14 it is possible to move a stack of MevaDec panels. Overall height of stack incl. castors: 6.89‘ (2.10m). Load capacity per castor: 224.8 lbf (1.0 KN).

MD-stacking rack on wheelscoated; one piling rack can hold: 30 primary beams 210 or30 primary beams 160 or50 secondary beams 160 or 50 MD�beams.

MD-transport rackgalvanized; to stack and transport up to 14 panels 160 x 80. Two transport racks can be stacked one upon the other [external dimension 5.72‘ x 2.68‘ (174.4 x 81.8 cm)].

ME 250 post shoreswhen used as single post shore the maximum load capacity is 7.9 kips (35.0 KN). The ME 250 post shore can be delivered without drop head or with the drop head already mounted.

ME 350 post shoreswhen used as single post shore the maximum load capacity is 7.1 kips (31.5 KN). The ME 350 post shore can be delivered without drop head or with the drop head already mounted.

29-305-95 Swivel-type castor 100 2.6 1.2

27-000-50 MD-stacking rack on wheels 341.7 155.0

27-000-60 MD-transport rack 282.2 128.0

29-907-50 ME 250 post shore w/out drop head 34.8 15.8

29-908-10 ME 250 post shore w/ drop head 51.8 23.5

29-907-60 ME 350 post shore w/out drop head 54.2 24.6

29-908-20 ME 350 post shore w/ drop head 71.2 32.3

75


MevaDec


29-907-65 MEP 300 post shore w/out drop head 43.2 19.6

29-908-40 MEP 300 post shore w/ drop head 60.2 27.3

MEP 300 post shores with SASa combination of steel inner tube and aluminum outer tube with T�groove to attach reinforcing frames. The SAS quick lowering system allows the stress in the post shore to be released with one strike of a hammer. After stripping, the post shore automatically resets and locks in the original position.When used as single post shore the maximum load capacity is 9.0 kips (40.0 KN); when used together with reinforcing frames in a shoring tower the capacity increases.

MEP 450 post shores with SASa combination of steel inner tube and aluminum outer tube with T�groove to attach reinforcing frames. The SAS quick lowering system allows the stress in the post shore to be released with one strike of a hammer. After stripping, the post shore automatically resets and locks in the original position.When used as single post shore the maximum load capacity is 10.1 kips (45.0 KN); when used together with reinforcing frames in a shoring tower the capacity increases.

MD 300 post shoreswhen used as single post shore the maximum load capacity is 7.9 kips (35.0 KN). The MD 300 post shore can be delivered without prop head or with the prop head already mounted.

MD 400 post shoreswhen used as single post shore the maximum load capacity is 6.8 kips (30.0 KN). The MD 400 post shore can be delivered without prop head or with the prop head already mounted.

29-907-70 MEP 450 post shore w/out drop head 60.6 27.5

29-908-30 MEP 450 post shore w/ drop head 77.6 35.2

29-907-35 MD 300 post shore w/out prop head 32.4 14.7

29-908-17 MD 300 post shore w/ prop head 38.4 17.4

29-907-40 MD 400 post shore w/out prop head 54.4 24.7

29-908-27 MD 400 post shore w/ prop head 60.4 27.4

76



29-206-40 MD-forked prop head 20 (7.87“) 6.6 3.0

29-206-35 MD-forked prop head 16 (6.30“) 6.4 2.9

MD-forked prop headgalvanized; the forked prop head can be used as support instead of a drop head at the beginning or the end of a primary beam row. The forked prop head 20 is also applied with formwork girders H20, the forked prop head 16 with MD�beams and formwork girders H16.

Pinare used to attach MEP�forked prop heads, pluggable drop heads and pluggable prop heads to MEP�post shores (14/90, if connected to steel inner tube) and, in conjunction with the MEP�plug connector to connect MEP�extensions to MEP�post shores or other extensions (14/135, if connected to aluminum outer tube).

Tripodgalvanized; auxiliary to stabilize post shores of a diameter between 1.90“ (48.0mm) to 3.15“ (80.0mm); can be attached to the aluminum pro-fi le of the MEP-post shores with the MD�safety claw.

Accessories for attachingto attach prop heads or drop heads to the MD�post shores and ME�post shores (w/o illustration).

29-909-90 Pin 14/135 0.4 0.2

29-909-94 Pin 14/90 0.2 0.1

29-905-50 Tripod 22.0 10.0

63-120-60 Hexagonal bolt M12 x 35

63-130-10 Hexagonal locking nut M12

63-120-49 Hexagonal bolt M16 x 40

63-130-00 Hexagonal locking nut M16

63-030-42 Washer M16

77

MEPShoring System

78

5

3

12

4

Higher safety, higher load

The MEP shoring system is a versatile yet simple system capable of handling virtually any project with only two basic compon-ents: The post shore and the connecting frame. With a varriety of frame sizes, the MEP Shoring System can produce shoring towers ranging from 1’�9 1/2" to 10’�10" (55 cm � 330 cm) in either direction. This range allows for an effi cient and produc-tive layout no matter what the slab thick-ness is. MEP post shores and extensions can

SAS quick-lowering system■ proven principle of adjustment: inner

tube with holes punched for coarse adjustment by G�hook (1), adjusting nut for fi ne adjustment

■ stress in the post shore is released (4) with one strike of a hammer (2)

■ after stripping the post shore automati-cally (5) resets (3) and locks in original position

▲ Car park ramp at new convention center in Stuttgart/Germany: The MEP calotte support

allowed to place the shoring system perpendicular on the sloped surface. It provides a safe

stand up to a maximum slope of 5°.

Heavy Duty Shoring System MEP HD

The MEP HD (heavy-duty) post shore has a high

load capacity of up to 27 kips ( 120 KN ). It opens

up new fi elds of application for the proven

Shoring System MEP, which already covers 80%

of all applications.

be stacked to provide shore heights from 4’ to over 100’ without effecting the shores safe working load when connected with frames in each axis.

MEP post shores feature the patented SAS quick�lowering system. The SAS allows the stress in the shore to be released with one strike of a hammer, then after stripping the post automatically resets and locks in the original position.

79

MEPShoring System

FEATURES BENEFITS

Desi

gn

■ Two types of post shores are suffi cient to provide shoring heights from 4’ to over 100’ (1.20 m � 30 m)

▼ Simple assembly

■ Few basic components: post shore, extension and frame

▼ Clear inventory and rapid disposal

Ass

em

bly

an

d s

trip

pin

g

■ Principle of adjustment: inner tube with holes punched for coarse adjustment by using a G�hook, sturdy adjusting nut on outer tube for fi ne adjust-ment

▼ No tedious height adjustment with spindles

▼ Post shores can be slid in fast, e.g. for transport by lift truck beneath concrete beams

■ MEVA�invention: The SAS quick�lowering system releases the stress in the post shore with one strike of a hammer

▼ No height adjustment under load

▼ No wear on material, minimum effort

■ Extension adjustable for each individual post shore ▼ Easy compensation of steps or unevenness of the fl oor

■ Reinforcing frames are connected to MEP post shores with hammerhead screws, can be operated with a hammer

▼ Correct and safe connection immediately visible by horizontal position of hammerhead screw

■ Adjustable cross braces for post shore spacings bet-ween 2.95’ (90 cm) and 9.84’ (300 cm)

▼ Easy adaptation to irregular dimensions

■ MEP tube coupler can be attached anywhere on the outer tube

▼ Scaffold tubes with Ø 1.9" (48 mm) can be attached wherever required

■ Installation of self�securing scaffold platforms ▼ Safe working at any height

■ Lift truck to move shoring towers ▼ Horizontal transport of towers possible without crane

▲ Safari Express – Mountain station Pengelstein, Kitzbühel Jochberg/Austria ▲ Using the MEP shoring system instead of single post shores reduced the

assembly time by 50 % on this reconstruction project in Calw/Germany.

80

MEPShoring System

Ref.-No. Description lb kgMEP post shores with SASThe MEP�post shores consist of four primary components: The aluminum outer tube which facilita-tes the attachment of the MEP�frames. The steel inner tube which has holes punched for the coarse adjustment of the shore. The adjusting nut which provides fi ne adjustment. The quick lowering system SAS which lowers the shore 1/2" (1 cm) when struck with a hammer after concrete loading. After stripping, the SAS automatically resets itself to the ori gi nal locked position.Adjustment rangeMEP 300: 6.08’� 9.84’ (1.85 cm � 300 cm)MEP 450: 9.84’ � 14.76’ (300 cm � 450 cm)

29�907�65 MEP 300 post shore with SAS 43.2 19.6

29�907�70 MEP 450 post shore with SAS 60.6 27.5

29�909�30 MEP-frame 330 34.6 15.7

29�909�25 MEP-frame 220 26.2 11.9

29�909�20 MEP-frame 170 21.8 9.9

29�909�15 MEP-frame 110 17.2 7.8

29�909�10 MEP-frame 55 14.1 6.4

MEP-framesTowers and table forms are construct�ed using MEP�frames. The frames are attached to the post shore at the T�groove of the aluminum profi le (outer tube). After mounting the frames to the outer tubes, the ham-merhead screw must be in horizontal position. The frames are made of aluminum.

MEP-extensions MEP�extensions have the same profi le as the outer tube on the MEP�post shores.

29�907�95 MEP-extension 360 (11.81’) 44.1 20.0

29�907�90 MEP-extension 120 (3.94’) 16.5 7.5

29�907�85 MEP-extension 80 (2.62’) 11.8 5.4

81

MEPShoring System

MEP


MEP-plug connector Extensions are connected to MEP�post shores or other extensions using plug connectors (galvanized) with pins 14/135 . Plug connectors give a rigid connection suitable for crane ganging the system.

29�909�85 MEP-plug connector 4.0 1.8

PinsThe pins are used to attach MEP�forked prop heads to the MEP�post shores (14/90, if connected to steel inner tube) and in conjunction with the MEP�plug connector to connect MEP�extensions to MEP�post shores or other extensions (14/135, if connected to aluminum outer tube).

MEP-spindleMEP�spindles can be bolted (with 4 M16 x 40 bolts and nuts) to the foot plates of all MEP�post shores and extensions to provide 11" � 31.5" (28 � 80 cm) of additional adjustment. (Nuts and bolts to be ordered sepa�rately).

29�909�90 Pin 14/135 0.4 0.2

29�909�94 Pin 14/ 90 0.3 0.1

29�909�70 MEP-spindle 17.6 8.0

MEP-calotte sup portThe MEP�calotte support allows for perpendicular load transfer on sloped surfaces. The maximum slope in all directions is 5° or 9%.

29�909�75 MEP-calotte sup port 2.8 1.3

82

MEPShoring System


MEP-beam clampThe MEP�beam clamp is used to attach beams or wood to the alumi-num profi le of MEP�post shores or MEP�extensions.

29�909�80 MEP-beam clamp 1.1 0.5

MEP-forked prop headThe MEP�forked prop head (galva�nized) is designed to carry two W8x10 steel stringers, or aluminum joists with 5" fl anges, or H20 wooden girders.It has a threaded tube to clamp string�ers to the prop head by using a thread-bar (5/8" /15mm) and a fl ange nut 100. The prop head can be attached to MEP�post shores, spindles or extensions by using pins (14/90 or 14/135).

MEP-diagonal cross braceIf you have adaptations to make, you can use MEP�cross braces. 170/90 (5.58'/2.95') or 300/180 (9.84'/5.9') stands for the maximum or minimum dimension you can work with.

MEP-tube coupler DK 48The tube coupler allows for attaching scaffold tubes d = 1.9" (48 mm) to the MEP�shoring system.

29�910�55 MEP-forked prop head 10.4 4.7

29�909�60 MEP-diagonal cross brace 170/ 90 20.5 9.3

29�909�55 MEP-diagonal cross brace 300/180 33.7 15.3

29�909�65 MEP-tube coupler DK 48 3.7 1.7

MEP-folding partThe MEP�folding part allows hinging of legs so that towers may be moved out of buildings with proper clearance underneath spandrel beams and over parapets.

29�910�10 MEP-folding part 12.8 5.8

83

MEPShoring System

MEP

Ref.-No. Description lb kgMEP-connector for push-pull propsThe MEP�connector for push�pull props allows for attaching braces to the outer tubes of the MEP�post shores or MEP�extensions.

MEP-lift truckIf you move a table with the MEP�lift trucks, you need at least two of them. Max. capacity: 1,100 lb (500 kg).

29�910�60 MEP-connector for push-pull props 5.7 2.6

29�909�50 MEP-lift truck 286.6 130.0

MEP-crane hangerYou can fl y tables by using the MEP�crane hanger. The rated capacity of the crane hanger is 2,250 lb.The required fl ange nut 100 needs to be ordered separately.

MEP-prop connectorThe MEP�prop connector (galvanized) has a 5/8" (15 mm) thread; it is used to attach post shores for horizontal bracing, e.g. of single�sided formwork. Length of thread: approx. 8" (20 cm).

Flange nut 100Forged part with cut thread; for threadbars with 5/8” (15 mm); plate diameter: 4“ (10 cm); admissible load-bearing capacity: 21,900 lbs.

29�910�05 MEP-crane hanger 7.7 3.5

29�910�62 MEP-prop connector 3.7 1.7

29�900�20 Flange nut 100 1.5 0.7

84

MEPShoring System

MEP-ladderUsed in conjunction with MEP�scaffold platforms.

Transport spreader 250/240 (C-Hook)Galvanized; foldable; max. capacity 2,205 lbs (1,000 kg). For moving tables by crane. Length adjustment from 10.66’ to 16.40’ (3.25 m to 5.00 m). Width adjustment from 1.64’ to 6.56’ (0.50 m to 2.00 m).

Accessories for attachingFor attachment of MD�drop head and MEP� spindle to MEP�post shores or extensions (w/o illustration).

MEP-scaffold platformThe MEP�scaffold platforms consist of aluminum frames and wooden planks. Ma xi mum capacity is 41 psf (200 kg/m²).

MEP-platform with access hatchAluminum frame with wooden planks and access hatch, without ladder.

85

MEPShoring System

MEP

Ref.-No. Description lb kgRef.-No. Description sq.ft lb m² kg

29�910�65 MEP-ladder 11.0 5.0

29�910�90 Transport spreader 250/240 1616.0 733.0

63�120�49 Bolt M16x40

63�130�00 Locking nut M16

62�030�42 Washer M16

29-910-20 MEP�scaffold platform 220/52 12.27 33.1 1.14 15.0



29-910-35 MEP�platform170/66 with access hatch 12.06 32.4 1.12 14.7

87

KLKClimbing Formwork

88

▲ Slide carriage

The slide carriage allows sliding back the formwork by 2’-3" (70 cm) from the wall without a

crane. Platform and formwork remain connected as one unit. The overall platform width of

7.6’ (230 cm) provides suffi cient working space even with the carriage slid back.

The climbing scaffold KLK 230 con-sists of climbing brackets, wall struts, platform and guard�railing. It serves as support platform for wall formwork.The KLK 230 is ideally suited for:■ industrial and civil engineering■ high�rise buildings■ bridge and infrastructure projects.

Safe climbing, easy and fast suspension

A climbing scaffold has one prior task: To utilize all technical advantages of a large�size wall formwork even in windy heights � with the same safety as at ground level. For this purpose, climbing scaffold and wall formwork are connected. Bottom exten-sions are used to build secondary platforms. If a slide carriage is used the formwork can be slid back by 2’�3" (70 cm) which provides suffi cient working space for cleaning or rebar works etc.

▲ Thanks to a clever engineering the required number of

brackets for the complete column could be limited to four.

(Ödschlagtal bridge BAB 6 near Nuremberg/Germany)

▲ Jagdfeldzentrum, Munich/Germany

Five-in-one: The climbing scaffold can be used as working scaffold, support plat-form for wall formwork, climb-ing formwork, tilting climbing formwork with slide carriage and as single-sided climbing formwork.

89


FEATURES BENEFITS

Ap

pli

cati

on

■ Working scaffold with a platform width of 7.6’ (230 cm)

▼ Safe working even in great heights

■ Support platform for wall formwork: working scaf-fold with integrated formwork support to place the (separate) formwork on the bracket

▼ Fast and safe mounting of the formwork with assembly locks

■ Climbing formwork: climbing scaffold with tightly connected, tilting formwork

▼ Cost�effective climbing scaffold

■ Climbing formwork with slide carriage: the form-work is placed on the slide carriage which is tightly attached to the scaffold; sliding range 2’�3" (70 cm)

▼ Simple sliding of the formwork � forward and backward

▼ Suffi cient working space for cleaning and rebar works

▼ Complete unit can be moved in one lift

■ Single�sided climbing formwork: the concrete pres-sure is transferred through braces and the wall strut of the climbing bracket into the previous pour

▼ Economical and safe climbing solution for single�sided form-work

Desi

gn

■ Sturdy brackets suited for a formwork height of up to 24’ (7.25 m)

▼ Saves crane time by building large gangs

■ Suspension shoe with +/� 1 3/16" (+/� 3 cm) play ▼ Practical suspension, simple and safe

▲ Single-sided climbing formwork

When climbing single-sided walls, the climbing brackets

transfer the concrete pressure into the previous pour.

▼ Grand Orleans, Chicago/USA

90


Ref.-No. Description lb kgClimbing bracket KLK 230solid steel construction; coated, to build a climbing scaffold with folding guard�railing posts. Working width 7.6’ (2.3 m).

Wall strutcoated, adjustable, to be attached to the climbing bracket or bracket exten-sion to transfer the load into the wall (incl. 4 bolts M12 x 35).

29-411-00 Climbing bracket KLK 230 389.1 176.5

29-411-30 Wall strut 38.1 17.3

Suspension shoe KLKgalvanized; with safety pin and uplift protection. It is connected to the climbing cone by using the suspension screw M24, and it serves to suspend the climbing bracket.

Bracket extensioncoated, to form a secondary platform together with the wall strut; it is attached at the bottom of the climbing bracket. Platform width: 2.95’ (90 cm).

29-411-05 Suspension shoe KLK 30.2 13.7

29-411-20 Bracket extension 220 125.7 57.0



Slide carriagecoated, to slide back the formwork by 2’�4” (70 cm) by using a square spanner (Ref.-No. 29-411-45). A formwork clamping fi xture has to be used together with the slide carriage.

29-411-50 Slide carriage 291.0 132.0

91


KLK

Ref.-No. Description lb kgSquare spannergalvanized, to operate the slide carriage. It is recommended always to dispose 2 spanners for a jobsite.

Formwork adapter AS/STto connect AluStar- or StarTec-panels to the KLK formwork clamping fi xture.

29-411-45 Square spanner 5.9 2.7

29-411-65 Formwork adapter AS/ST 11.0 5.0

Formwork clamping fi xture KLKcoated, to fi xate the wall formwork; adjustable in height (10” / 25 cm); pro-vided with a tilting hinge; (can be used with or without the slide carriage).

Bearing for clamping fi xture KLKis required when the formwork clamping fi xture is used without slide carriage.

Braces SRL 120 / RSKgalvanized, to press the formwork against the wall; it is always required when the formwork clamping fi xture is used. For single�sided applications the RSK braces are used. The braces are delivered without formwork�prop connector, they have to be ordered separately.

29-411-60 Formwork clamping fi xture KLK 98.9 40.8

29-411-70 Bearing for clamping fi xture KLK 6.0 2.7

29-108-80 Brace SRL 120 18.3 8.3

79�401�56 Brace RSK 1 24.3 11.0

79�401�95 Brace RSK 170 26.4 12.0

Holding device for push-pull propsgalvanized, to attach push�pull props to brace the formwork when either the KLK formwork support or the KLK formwork clamping fi xture (when applied withoud slide carriage) is used.

29-411-25 Holding device for push-pull props 16.1 7.3

92



Tensioning chain 20 kNgalvanized, to secure the climbing scaf-fold against wind load; Load capacity 4.5 kips (20 kN). It is attached to the climbing bracket KLK or the extension bracket and secured to the concrete wall by using the safety eye, either at an existing tie hole or the climbing cone (w/o illustration).

29-412-10 Tensioning chain 20 kN 9.5 4.3

Safety eyeto attach the tensioning chain as wind bracing. It is either mounted to the climbing cone by using a bolt M24x50 (washer M24 required) or to the concrete by attaching it to an existing tie hole.

Beam clamp 295galvanized, to clamp H20-beams or squared timber (4”x6” or similar) to the climbing bracket when assembling the climbing scaffold.

Extension for guard-railing post KLK coated; inclination 20°, to extend the guard�railing of the climbing scaffold KLK 230 by approx. 3.9’ (100 cm).

29-412-40 Safety eye 2.9 1.3

29-412-60 Beam clamp 295 2.6 1.2

29-411-75 Extension for guard-railing post KLK 24.0 10.9

Support for guard-railing post KLKgalvanized, is attached to squared timber (4”x6”) when used to build platforms; bolts included. It is used as additional guard�railing post between climbing brackets KLK 230 and/or as side railing. The guard�railing post KLK is required in addition.

29-411-77 Support for guard-railing post KLK 15.2 6.9

Formwork support KLKgalvanized, to place the (separate) formwork on the bracket; is used when neither a slide carrige nor a formwork clamping fi xture are applied. The formwork is attached to the formwork support by Uni-assembly locks.

29-411-90 Formwork support KLK 26.5 12.0

93


KLK

Ref.-No. Description lb kgGuard-railing post KLKgalvanized; suitable for support for guard�railing post KLK; can also be used as spare part for KLK bracket.

29-411-78 Guard-railing post KLK 17.9 8.1

Guard-railing postgalvanized; is attached to the scaffold�ing bracket.

Protective net Size: 6’�7” x 9’�10” (2.00 m x 10.00 m); Mesh width: 4” (100 mm); Color: red. Inte grated quick�release belt fasteners allow a quick assembly of the protec-tive net (w/o illustration).

29-106-75 Guard-railing post 100 8.2 3.7

29-106-85 Guard-railing post 140 10.4 4.7

29�108�60 Protective net 14.3 6.5

Climbing cone 15/M24silver chromated, to provide a suspen-sion point for the climbing scaffold; Load�capacity depends on ties and concrete quality. Suitable for anchor plate 15/12 and 15/17 with 5/8“ DW�thread (15 mm).

Climbing cone 20/M24yellow chromated; see climbing cone 15/M24, suitable for anchor plate 20/17 with 7/8” DW�thread (20 mm).

29-412-70 Climbing cone 15/M24 2.2 1.0

29-412-75 Climbing cone 20/M24 2.9 1.3

Conical sleevesuited for climbing cone 15/M24; to slip over climbing cone before con-creting; makes it easier to remove climbing cone from set concrete.

29-412-95 Conical sleeve —

94



Suspension screw M24black, spanner width: 36 mm (1.42”), yellow chromated thrust ring. It serves to fi xate the suspension shoe to the climbing cone.

Hexagonal screw M24x80black, spanner width: 36 mm (1.42”). To attach climbing cone to the forming face; is used instead of positioning disc M24 if forming face might be drilled. A washer M24 is required in addition.

29�412�80 Suspension screw M24 1.6 0.7

63�119�53 Hexagonal screw M24x80 0.88 0.4

Washer M24, DIN 7349-25galvanized; is required when the hex�agonal screw M24x80 is used to attach the climbing cone to the facing, or the M24x50 to attach the safety eye to the cone. Thickness = 0.4” (10 mm).

Washer DIN 1440-26only required if the hexagonal screw M24x70 is used to attach the climbing cone to the facing instead of using the positioning disc.

62-030-50 Washer M24 0.2 0.1

29�412�78 Washer 0.2 0.1

Positioning disc M24 galvanized, to attach the climbing cone to the forming face (4 drill holes of Ø 0.2” (5.0 mm)); the anchor plate has to be fi xated additionally by wiring it to the rebars.

29-412-85 Positioning disc M24 0.66 0.3

95


KLK

Ref.-No. Description lb kgAnchor plateto anchor climbing cones in the con�crete. Load capacity depends on con�crete strength and installation depth.

29-412-30 Anchor plate 15/12 1.8 0.8

29-412-35 Anchor plate 15/17 2.0 0.9

29�412�37 Anchor plate 20/17 4.2 1.9

Combination spannerto remove climbing cones (SW 36) and positioning discs (SW 12) as well as to operate suspension screws M24 (SW 36).

Transport spreader KLKLoad capacity: 11,000 lbs (5.0 t); working width: min. 7.71’ (235 cm), max. 19.68’ (600 cm); the distance between pick points can be adjusted (4” increments).

Chain for transport spreader KLKto move a KLK climbing scaffold 4 chains are required. Length = 23’ (700 cm), can be cut. Load capacity: 8,800 lbs (4.0 t), with VIP�cobra�hook.

29-411�85 Combination spanner 9.5 4.3

29-412�45 Transport spreader KLK 1,146.4 520.0

29-412�42 Chain for transport spreader KLK 47.4 21.5

Concrete coneto close the holes in the concrete when the climbing cones have been removed (packing unit: 144 pcs); used with con�crete glue [A+B] (Ref.�No. 53�210�70).

Scaffold tubesto reinforce gangs of climbing scaf-folds; galvanized.

29-412-67 Concrete cone 56 x 40 0.66 0.3

29-412-23 Scaffold tubes 48/200 20.7 9.4

29-412-26 Scaffold tubes 48/300 31.1 14.1

29-412-27 Scaffold tubes 48/400 41.4 18.8

96



Rigid coupler 48/48to connect 2 scaffold tubes Ø 1.9” (48.3 mm) at an angle of 90°; (spanner width: 22 mm [0.87“]).

Swivel-joint coupler 48/48to connect 2 scaffold tubes Ø 1.9” (48.3 mm) at any angle required; (spanner width: 22 mm [0.87“]).

Bolt-on coupler 48/M14to attach scaffold tubes Ø 1.9” (48.3 mm) to the climbing scaffold or to the support frame, etc.

29-412-50 Rigid coupler 48/48 2.4 1.1

29-412-52 Swivel-joint coupler 48/48 2.6 1.2

40-080-70 Bolt-on coupler 48/M14 2.2 1.0

Ladder 243galvanized; to provide access to KLK secondary platforms. It is attached to the access hatch KLK and fi xated to the climbing bracket by means of a ladder fi xture KLK. It can be extended with extension ladders. Safety cages are required for operational safety.

Extension laddergalvanized; is attached to the ladder 243 by using the ladder link KLK to extend height. The extension ladder has to be secured with the ladder fi xture KLK. Extension in increments of 1’ (30 cm) by hooking the extension ladder into the respec�tive step.

29-416-50 Ladder 243 37.9 17.2

29-414-60 Extension ladder 210 35.1 15.9

29�416�60 Extension ladder 90 15.9 7.2

Swivel tube coupler 48to mount scaffold tubes Ø 1.9” (48.3 mm) and to fasten the protective net.

29-412-48 Swivel tube coupler 48 3.6 1.6

97


KLK

Ref.-No. Description lb kgLadder fi xture KLKgalvanized; is attached to the scaffold tube units of the climbing scaffold by means of the integrated coupler. The ladder is secured to the ladder fi xture with a long pin.

Ladder link KLKgalvanized; to connect two ladders in the transition from straight ladder to tilted ladder.

Ladder connectorgalvanized; to connect the joint of two extension ladders without the need to hook one ladder into a step of the other.

29-416�65 Ladder fi xture KLK 16.3 7.4

29-416�75 Ladder link KLK 1.5 0.7

29-414�70 Ladder connector 2.2 1.0

Safety cagegalvanized, inner diameter 27.6” (70 cm); to protect the workers during ascending and descending. The safety cages are attached to the ladders or extension ladders with an integrated hammerhead screw.

Ladder base KLKgalvanized; to fi xate the ladder at the bottom with two bolts M12x80 to the planking (d = 1.77” [45 mm]). It is provided with slotted holes (l = 9.5” [24 cm]) to allow for height adjustment.

29-414�90 Safety cage 85 26.5 12.0

29�416�90 Safety cage 40 12.8 5.8

29�416�70 Ladder base KLK 10.1 4.6

Access hatch KLKgalvanized steel frame; checker plate as hatch; cataphoretic coating; max. opening 88°, self�closing.

29�416�05 Access hatch KLK 49.2 22.3

98


Ref.-No. Description lb kgFolding suspensioncoated; is hooked into the suspension shoe KLK. Two (2) folding suspensions are required per steel girder of a shaft platform.

Bolt 30/160galvanized, with cotter pin; to fasten the crane eye at the shaft girder.

29-410-80 Folding suspension 26.0 11.8

29-410�85 Bolt 30/160 2.2 1.0

Crane eyeis attached to the shaft girder with a bolt 30/160; the bolt 30/160 has to be ordered separately.

Shaft folding bearing platecoated; to support shaft girders (steel or wood). Adm. load capacity: 5,500 lbs (25 kN).

29-410-90 Crane eye 3.5 1.6

29-410-20 Shaft folding bearing plate 27.8 12.6

Steel girder for shaft platformCustom�made steel girder for use with folding suspension (w/o illustration). Dimensions upon request.

99

MACClimbing Formwork

1001

b b

Automatic Climbing: Fastest 3-Way Accuracy

The crane-independent, fully automatic hydrau-lic system MEVA Automatic Climbing (MAC) offers a fast stroke with the unique MEVA 3-way adjustment option for aligning the forms.

MAC is recognized as the fastest technology for climbing high-rise buildings. The platforms per side, are moved via hydraulic ram as a complete unit. The lift of 13’ (4 m) takes only about 60 minutes. Roll back, suspended formwork units increase work speed, resulting in a „reinforced concrete works plus one day“ schedule. Apart from assembly, MAC is completely crane�independent. Thus, work�fl ow is never hindered by wind velocities at great heights.

Non-return ratchet offers premium hydraulic safetyThe long�stroke, heavy�duty hydraulic system is equipped with safety features such as a non�return ratchet that locks on each cylinder.

The system´s inner and outer formwork units comprise pre�assembled form panels. A three�way adjustment on the formwork units enables completely independent adjustment in each direction, ensuring greatest possible accuracy.

This technology underlines the MAC´s advantage in effi ciency and fl exibility, positioning it one step ahead in the demanding fi eld of high�rise building projects across the world.

The MAC platforms are completely enclosed offering protection from weather infl uences

and the safety of a closed working environment.

The hydraulic climbing process:

1 System supported by jacking beams

2 Hydraulic ram pushes off jacking beams

3 System supported by shear key beam

on next level

4 Jacking beams retract to next level

5 The jacking beams are supported by

concrete that has already set: the next lift

can occur a day after pouring.

6 Jacking beam and shear key beam fi t

into one and the same re-usable pocket.

7 The top deck is free of jacking masts

and other mechanical obstacles, improving

safety and working conditions.

101

MACClimbing Formwork

7

2

e

f

c

a

d

g

6

5

4

3

FEATURES BENEFITS

MA

C –

MEV

A A

UTO

MA

TIC

CLI

MB

ING

■ The jacking beams are supported by concrete that has already set

▼ Structure can be lifted the day after pouring, saving time

■ Long stroke per level; reinforced concrete works plus one day

▼ The fastest technology; speed and effi ciency, saving building time

■ Lifted entirely without crane ▼ No crane time needed; saves time and enables climbing even at great heights and strong winds

■ Top deck free of jacking masts and other mechanical obstacles

▼ Improved safety and working conditions

■ Hydraulic safety: non�return valves, non�return ratchets on each jack

▼ Improved safety; less accident risk; less risk of schedule disruptions

■ Rolling panels ▼ Fast and easy opening and closing of panels; fewer operations for more speed

■ Building schedule independent of external factors ▼ Speed, reliable scheduling and on�time work fl ow

■ Long�stroke, heavy duty hydraulic rams (20 ton load capacity) allow 13’ (4 m) of travel

▼ Deep, fl oor�to�fl oor single pours

■ Shear key procket moulds are removable prior to jacking and are therefore re�usable

▼ Cost saving

■ Drop panels ▼ Easy access to platforms for placing steel reinforcement, penetrations and built�in items

■ 3 way adjustment of formwork units ▼ Greatest possible accuracy

■ Fully clad and enclosed environment for workers ▼ Protection from the elements and comfortable, safe working conditions for workers

■ Multiple working decks ▼ Improved productivity and safety

a Side protection

b Wall formwork, suspended, slid back

c Jacking beam

d Concrete pour

e Hydraulic ram

f Wall formwork, closed

g Safety pocket

103

MGC/MGSClimbing Formwork

10411041040410411111110444

1

2

MGC: Climbing Higher, Climbing SaferMEVA´s Guided Climbing System MGC comprises vertical form-work and safety platforms as a single unit. It remains securely attached to the building structure during building and lifting. Thus, wind velocities do not affect the building process. Assembly is at ground level for improved safety and speed.

The MGC system is designed to meet high standards in effi ciency and safety: ■ for high�rise construction above 20 levels■ complementing the proven

climbing scaffold MEVA KLK

The Guided Screens System MGSis the MGC´s twin system for slabs. Highest safety is guaranteed by full side protection, enhanced by several technical advantages: ■ spacing of brackets is variable■ level heights 9.84’ (3 m) to 13.94’

(4.25 m) ■ secondary platforms attachable to any bracket■ integrated access systemMGS is also assembled at ground level: Parts are lifted into the rails from below.

The MGC (MEVA Guided Climbing) System provides

a signifi cant advantage: bracket extensions, secondary

platforms, ladder extensions etc. are mounted from

ground level below – under simple and safe assembly

conditions.

■ The MGC System is a proven and cost-effective

technology for buildings higher than 20 levels.

■ The Guided Climbing System MGC ensures highest

safety for high-rise construction projects, with wind

velocities up to 43 mph (70 km/h).

The integrated screens are designed to meet the highest

standards in international high-rise construction.

105

MGC/MGSClimbing Formwork

3

4

5

FEATURES BENEFITS

Co

nfi

gu

rati

on ■ Modular system for climbing and screens ▼ Simplest possible design and logistics

■ Always anchored to building throughout climbing process

▼ Premium safety requirements fulfi lled

■ Completely surrounded by screens ▼ Optimum work safety and labour performance

Desi

gn

■ Level heights from 9.84’ to 13.94’ (3 m to 4.25 m) ▼ Flexible planning for all high�rise buildings

■ Working platforms attachable to rails at any point ▼ Easiest application

■ Integrated ladder system ▼ No additional access system required

■ Guided Climbing system assembled at ground level ▼ Initial wall height of only 10.66’ (3.25 m)

Cli

mb

ing

Pro

cess

■ MGS Guided Screens are crane independent with hydraulic ram

▼ Saves crane time

■ Free positioning of guiding rails up to a width of 14.76’ (4.50 m)

▼ Flexible building process

■ Simple, automatic climbing process ▼ Reduces crane time

■ Wind velocity up to 43 mph (70 km/h) ▼ Reduces down�times due to wind

Assembling the climbing bracket on the

10.66’ (3.25 m) beginner

Closing the forms for pouring

Lifting the inner forms by crane;

attaching the guiding rail extensions at

ground level

Lift cycle by crane; forms are moved away from

wall by carriage; access extension is assembled

Another lift cycle; lifting of secondary platform1

2

3

4 5

MEVA

107

AAccessories for attaching .......................................................30, 76, 84Access hatch KLK ................................................................................97Alignment rail ..................................................................25, 36, 48, 60Anchoring auxiliary STB .....................................................................64Anchors ...............................................................................................64Anchor loop 15 ...................................................................................63Anchor plate .......................................................................................95AR-anchoring rail ...............................................................................46AR-clamp for height extension .........................................................46AR-connector for push-pull props .....................................................47AR-panels ............................................................................................44AR-scaffolding bracket ......................................................................47AR-spindle spanner ............................................................................47AR-tension spindle .............................................................................46AR-tie claw ..........................................................................................46Articulated fl ange nut ....................................................25, 37, 46, 64,Articulated foot plate .................................................................30, 40,AS-assembly lock ................................................................................52Assembly lock .....................................................................................61

BBase extension STB ......................................................................60, 61,Beam clamp 295 .................................................................................92Bearing for clamping fi xture KLK .....................................................91Bolt-on coupler 48/M14 ..............................................................65, 96,Bolt 30/160 ..........................................................................................98Brace SRL ................................................................................55, 63, 91,Brace bracket SK 150 ..........................................................................63Brace frame 250 ..............................................................28, 38, 47, 55,Bracket extension ...............................................................................90Bulkhead bracket .........................................................................25, 36Bulkhead bracket SB 110 ...................................................................62

CCaroFalt ...............................................................................................52CF-access platform ..............................................................................53CF-cantilever angle .............................................................................53CF-column panels ...............................................................................52CF-extension ladder 210 ....................................................................54CF-front railing ...................................................................................53CF-ladder .............................................................................................54CF-safety cage .....................................................................................54CF-scaffolding bracket .......................................................................53CF-spanner ..........................................................................................52CF-steel sheet for sliding ....................................................................52CF-transport device 130 .....................................................................53CF-transport wheel .............................................................................53Chain for transport spreader KLK .....................................................95Circular formwork Arcus ....................................................................44Clamping device for bulkhead bracket .............................................62Cleaning scraper .................................................................................73

Climbing bracket KLK 230 .................................................................90Climbing cone .....................................................................................93Combi-assembly lock with coupling ..................................................48Combination spanner ........................................................................95Concrete cone .....................................................................................95Conical sleeve .....................................................................................93Corner bracket 40/60 ...................................................................25, 36,Counter plate .....................................................................................64Coupling nut .......................................................................................63Crane eye ............................................................................................98Crane slings 60 ....................................................................................27Crane slings Stapos 60 ........................................................................27Cross beam 300 ...................................................................................60Cross brace STB ...................................................................................62Cross stiffener 44 ................................................................................61

DDouble�jointed foot plate ....................................................30, 40, 55,

EEA�assembly lock ................................................................................36Extension for guard-railing post KLK ...............................................92Extension ladder .................................................................................96

FFixing screw 35/DW15 ........................................................................62Flange nut 100 .................................................................26, 37, 64, 83,Flange screw 18 ...............................................................25, 36, 54, 61,Folding access platform BKB 125 ......................................................28Folding suspension .............................................................................98Formwork-prop connector ................................................................55Formwork adapter AS/ST ...................................................................91Formwork clamping fi xture KLK .......................................................91Formwork support KLK ......................................................................92Formwork�prop connector .........................................................29, 39,Foundation tape ..........................................................................30, 40,

GGuard-railing post .......................................................................73, 93,Guard-railing post KLK ......................................................................93Guard�railing post .......................................................................27, 38,

HHead bolt 16/90 ..................................................................................55Height extension STB 450/150 ...........................................................61Holding device for push-pull props ...................................................91

Index

MEVA

108

II-column clamp ............................................................................25, 48,I-fi ller ...................................................................................................24I-corner ................................................................................................23I-multi-purpose panel ........................................................................22I-pilaster panel ....................................................................................23I-scaffolding adapter ..........................................................................27I-stripping corner ................................................................................23I-timber profi le ...................................................................................24Imperial ...............................................................................................22

JJoint coupler 48/48 .............................................................................65

LLadder 243 ..........................................................................................96Ladder base KLK .................................................................................97Ladder connector ...............................................................................97Ladder fi xture KLK .............................................................................97Ladder link KLK ..................................................................................97Lifting hook 60 ...................................................................................26

MM-assembly lock ..........................................................................24, 47,M-crane hook .....................................................................................26MD-assembly lock ...............................................................................72MD-assembly stick 340 .......................................................................72MD-beam stiffener .............................................................................72MD-compensation beam ...................................................................72MD-cover profi le 10 ...........................................................................73MD-dismantling auxiliary ..................................................................72MD-drop head ....................................................................................70MD-forked prop head ........................................................................76MD-laser support ................................................................................73MD-panel ............................................................................................70MD-primary beam ..............................................................................70MD-prop connector ............................................................................72MD-prop head ....................................................................................70MD-safety claw ...................................................................................72MD-secondary beam ..........................................................................70MD-stacking rack on wheels ..............................................................74MD-support for guard-railing post / beam .......................................73MD-transport rack ..............................................................................74MD post shores ...................................................................................75MEP-beam clamp ................................................................................82MEP-calotte support ..........................................................................81MEP-connector for push-pull props ..................................................83MEP-crane hanger ..............................................................................83MEP-diagonal cross brace ..................................................................82MEP-extensions .................................................................................80

MEP-folding part ................................................................................82MEP-forked prop head ......................................................................82MEP-frames .........................................................................................80MEP-ladder .........................................................................................84MEP-lift truck ......................................................................................83MEP-platform with access hatch .......................................................84MEP-plug connector ..........................................................................81MEP-prop connector ..........................................................................83MEP-scaffold platform .......................................................................84MEP-spindle ........................................................................................81MEP-tube coupler DK 48 ....................................................................82MEP post shores with SAS ...........................................................75, 80,MevaDec .............................................................................................70MevaLite .............................................................................................34ME post shores ...................................................................................74ML-column clamp ...............................................................................37ML-corner ...........................................................................................35ML-panel .............................................................................................34ML-tensioning screw ..........................................................................37ML�alu fi ller ........................................................................................35ML�crane hook ...................................................................................38

PPin ..........................................................................................55, 76, 81,Plug ...............................................................................................30, 40Positioning disc M24 .........................................................................94Positioning support SK .......................................................................63Protective net ....................................................................................93Push-pull prop R ..............................................................29, 39, 55, 60,Push-pull strut ....................................................................................38

RRailing clamp ......................................................................................73Railing post 48/100 LAB .....................................................................47Reversible coupling ............................................................................60Rigid coupler 48/48 .....................................................................65, 96,

SSafety cage .........................................................................................97Safety eye ...........................................................................................92Scaffolding bracket .....................................................................27, 38,Scaffold tubes ..............................................................................64, 95,Shaft folding bearing plate ...............................................................98Shoe plate ....................................................................................30, 40,Side railing ..................................................................................27, 38,Side railing BKB 125 ...........................................................................28Slide carriage ......................................................................................90Spanner SW 36 ...................................................................................46Spare blade for cleaning scraper .......................................................73

Index

MEVA

109

Square spanner ...................................................................................91Steel girder for shaft platform ..........................................................98Support for guard-railing post KLK ..................................................92Support frame STB ......................................................................60, 61,Suspension angle ................................................................................28Suspension screw M24 .......................................................................94Suspension shoe KLK ..........................................................................90Swivel-joint coupler 48/48 ..........................................................65, 96,Swivel-type castor 100 .......................................................................74Swivel tube coupler 48 .......................................................................96

TTaper tie .................................................................................26, 37, 48,Tensioner for foundation tape ...................................................30, 40,Tensioning chain 20 kN ......................................................................92Threadbar 7/8” (20mm) ..............................................................26, 46,Tie claw 23 ..........................................................................................37Transport angle 14 .............................................................................74Transport spreader 250/240 (C-Hook) ...............................................84Transport spreader KLK .....................................................................95Triplex SB ............................................................................................63Tripod ..................................................................................................76Trolley spindle 48/70 ..........................................................................63Trolley waler .......................................................................................62Tube connector 48 ..............................................................................65Twin channel ......................................................................................62

UUni-assembly lock .........................................................................24, 48Uni-tie claw ..................................................................................26, 48,Uni�assembly lock 22 ..........................................................................36

WWall strut ............................................................................................90Washer DIN 1440-26 ...........................................................................94Washer M24, DIN 7349-25 .................................................................94Water stop 20 .....................................................................................48Wheel adapter ....................................................................................62

Index

pro – product guide

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