Large-area Formwork Top 50

999732002 - 08/2014 en-GB

The Formwork Experts.

Large-area formwork Top 50 User Information

9732-557-01

Instructions for assembly and use (Method statement)

Introduction

User Information Large-area formwork Top 50

Introduction

© by Doka Industrie GmbH, A-3300 Amstetten 2

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User Information Large-area formwork Top 50

Introduction

Contents 4 4 7 8 10

Introduction Elementary safety warnings Eurocodes at Doka Doka services System overview

11 11 14 15 16 18 19 20 25 26 30 32 33 34 39 40 44 47 53 56 60 61 62

Wall formwork Instructions for assembly and use Top 50 element in detail Flexibility Tie-rod system Inter-panel connections Examples of the system in action Length adjustment using closures Height adjustment 90 degree corners Acute & obtuse-angled corners Stop-end formwork Vertical stacking of elements Shaft formwork Circular formwork Plumbing accessories Pouring platforms with single brackets Pouring platforms Opposing guard-rail Ladder system Combining different formwork systems Resetting by crane Enhanced requirements for fair-faced concrete

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65 65 66

71

Other possible areas of use Column formwork Top 50 Top 50 as a superstructure and tunnel formwork Extra functions provided by the Multi-purpose waling WS10 Top50 Utilising self-compacting concrete

72 78

Element assembly Doka "Ready-to-Use" Service

79 79 82 86

Structural design Deflection diagrams Top 50 elements Struts

87 87 91 92 96

General remarks Top 50 combined with . . .

Fall-arrest systems on the structure Doka multi-trip packaging Cleaning

98

Component overview

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3

Introduction

User Information Large-area formwork Top 50

Elementary safety warnings Introduction

User target groups

Remarks on this document

▪ This manual is aimed at all persons who will be work-

▪ This manual can also be used as a generic method

▪ ▪

▪

▪

ing with the Doka product or system that it describes.

It contains information on the standard design for setting up this system, and on correct, compliant utilisation of the system.

All persons working with the product described herein must be familiar with the contents of this manual and with all the safety instructions it contains.

Persons who are incapable of reading and understanding this booklet, or who can do so only with difficulty, must be instructed and trained by the customer.

The customer is to ensure that the information materials provided by Doka (e.g. User Information booklets, Instructions for Assembly and Use, Operating Instruction manuals, plans etc.) are available to all users, and that they have been made aware of them and have easy access to them at the usage location.

In the relevant technical documentation and formwork utilisation plans, Doka shows the workplace safety precautions that are necessary in order to use the Doka products safely in the usage situations shown.

In all cases, users are obliged to ensure compliance with national laws, Standards and rules throughout the entire project and to take appropriate additional or alternative workplace safety precautions where necessary.

▪

▪

statement or incorporated with a site-specific method statement.

Many of the illustrations in this booklet show the situation during formwork assembly and are therefore not always complete from the safety point of view.

Any safety accessories not shown in these illustrations must still be used by the customer, in accordance with the applicable rules and regulations.

Further safety instructions, especially warnings, will be found in the individual sections of this document!

Planning ▪ Provide safe workplaces for those using the form-

▪

work (e.g. for when it is being erected/dismantled, modified or repositioned etc). It must be possible to get to and from these workplaces via safe access routes!

If you are considering any deviation from the details and instructions given in this booklet, or any application which goes beyond those described in the booklet, then revised static calculations must be produced for checking, as well as supplementary assembly instructions.

Hazard assessment

Regulations; industrial safety

▪ The customer is responsible for drawing up, docu-

▪ All laws, Standards, industrial safety regulations and

menting, implementing and continually updating a hazard assessment at every job-site.

This document serves as the basis for the site-specific hazard assessment, and for the instructions given to users on how to prepare and utilise the system. It does not substitute for these, however.

4

▪

other safety rules applying to the utilisation of our products in the country and/or region in which you are operating must be observed at all times.

If a person or object falls against, or into, the sideguard component and/or any of its accessories, the component affected may only continue in use after it has been inspected and passed by an expert.

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User Information Large-area formwork Top 50

Rules applying during all phases of the assignment

Introduction

Assembly ▪ The equipment/system must be inspected by the

▪ The customer must ensure that this product is

▪

▪ ▪

▪

▪

▪

▪

erected and dismantled, reset and generally used for its intended purpose in accordance with the applicable laws, Standards and rules, under the direction and supervision of suitably skilled persons. These persons' mental and physical capacity must not in any way be impaired by alcohol, medicines or drugs.

Doka products are technical working appliances which are intended for industrial/commercial use only, always in accordance with the respective Doka User Information booklets or other technical documentation authored by Doka.

The stability of all components and units must be ensured during all phases of the construction work!

The functional/technical instructions, safety warnings and loading data must all be strictly observed and complied with. Failure to do so can cause accidents and severe (even life-threatening) damage to health, as well as very great material damage.

Fire-sources are not permitted anywhere near the formwork. Heating appliances are only allowed if properly and expertly used, and set up a safe distance away from the formwork.

The work must take account of the weather conditions (e.g. risk of slippage). In extreme weather, steps must be taken in good time to safeguard the equipment, and the immediate vicinity of the equipment, and to protect employees.

All connections must be checked regularly to ensure that they still fit properly and are functioning correctly.

It is very important to check all screw-type connections and wedge-clamped joins whenever the construction operations require (particularly after exceptional events such as storms), and to tighten them if necessary.

It is strictly forbidden to weld Doka products – in particular anchoring/tying components, suspension components, connector components and castings etc. – or otherwise subject them to heating.

Welding causes serious change in the microstructure of the materials from which these components are made. This leads to a dramatic drop in the failure load, representing a very great risk to safety.

The only articles which are allowed to be welded are those for which the Doka literature expressly points out that welding is permitted.

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▪

▪

▪

customer before use, to ensure that it is in suitable condition. Steps must be taken to rule out the use of any components that are damaged, deformed, or weakened due to wear, corrosion or rot.

Combining our formwork systems with those of other manufacturers could be dangerous, risking damage to both health and property. If you intend to combine different systems, please contact Doka for advice first.

The equipment/system must be assembled and erected in accordance with the applicable laws, Standards and rules by suitably skilled personnel of the customer's, having regard to any and all required safety inspections.

It is not permitted to modify Doka products; any such modifications constitute a safety risk.

Closing the formwork ▪ Doka products and systems must be set up so that all loads acting upon them are safely transferred!

Pouring ▪ Do not exceed the permitted fresh-concrete pres-

sures. Over-high pouring rates overload the formwork, cause greater deflection and risk breakage.

Stripping out the formwork ▪ Do not strip out the formwork until the concrete has

▪

▪

reached sufficient strength and the person in charge has given the order for the formwork to be stripped out!

When stripping out the formwork, never use the crane to break concrete cohesion. Use suitable tools such as timber wedges, special pry-bars or system features such as Framax stripping corners.

When stripping out the formwork, do not endanger the stability of any part of the structure, or of any scaffolding, platforms or formwork that is still in place!

5

Introduction

Transporting, stacking and storing ▪ Observe all regulations applying to the handling of

▪ ▪

formwork and scaffolding. In addition, the Doka slinging means must be used - this is a mandatory requirement.

Remove any loose parts or fix them in place so that they cannot be dislodged or fall free!

All components must be stored safely, following all the special Doka instructions given in the relevant sections of this manual!

Maintenance

User Information Large-area formwork Top 50

Symbols used The following symbols are used in this booklet:

☞

Important note Failure to observe this may lead to malfunction or damage.

CAUTION / WARNING / DANGER Failure to observe this may lead to material damage, and to injury to health which may range up to the severe or even life-threatening.

▪ Only original Doka components may be used as

spare parts. Repairs may only be carried out by the manufacturer or authorised facilities.

Miscellaneous We reserve the right to make alterations in the interests of technical progress.

Instruction This symbol indicates that actions need to be taken by the user.

Sight-check Indicates that you need to do a sight-check to make sure that necessary actions have been carried out.

Tip Points out useful practical tips.

Reference Refers to other documents and materials.

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User Information Large-area formwork Top 50

Introduction

Eurocodes at Doka In Europe, a uniform series of Standards known as Eurocodes (EC) was developed for the construction field by the end of 2007. These are intended to provide a uniform basis, valid throughout Europe, for product specifications, tenders and mathematical verification.

The EC are the world's most highly developed Standards in the construction field.

In the Doka Group, the EC are to be used as standard from the end of 2008. They will thus supersede the DIN norms as the "Doka standard" for product design.

Ed Ed

Fd

Fk

F

Design value of effect of actions (E ... effect; d ... design) Internal forces from action Fd (VEd, NEd, MEd) Design value of an action Fd = F · Fk (F ... force) Characteristic value of an action "actual load", service load (k ... characteristic) e.g. dead weight, live load, concrete pressure, wind Partial factor for actions (in terms of load; F ... force) e.g. for dead weight, live load, concrete pressure, wind Values from EN 12812

Comparison of the safety concepts (example) Permissible stress design 115.5 [kN]

Fyield

EC/DIN concept Rk

115.5 [kN]

Rd gM = 1.1

90<105 [kN] n ~ 1.65

Factual

A

98013-100

60 [kN]

gF = 1.5

Fpermissible

98013-102

60<70 [kN]

A

Ed

90 [kN]

Factual Fpermissible

The widely used "Permissible stress design" (comparing the actual stresses with the permissible stresses) has been superseded by a new safety concept in the EC. The EC contrast the actions (loads) with the resistance (capacity). The previous safety factor in the permissible stresses is now divided into several partial factors. The safety level remains the same!

Rd Rd

Design value of the resistance (R ... resistance; d ... design) Design capacity of cross-section (VRd, NRd, MRd) Rk Rk Timber: Rd = kmod · Steel: Rd = M M

Rk

Characteristic value of the resistance e.g. moment resistance to yield stress

M

Partial factor for a material property (in terms of material; M...material) e.g. for steel or timber Values from EN 12812

kmod

Modification factor (only for timber – to take account of the moisture and the duration of load action) e.g. for Doka beam H20 Values as given in EN 1995-1-1 and EN 13377 The "permissible values" communicated in Doka documents (e.g.: Qpermissible = 70 kN) do not correspond to the design values (e.g.: VRd = 105 kN)! ➤ Avoid any confusion between the two! ➤ Our documents will continue to state the permissible values.

Allowance has been made for the following partial factors: F = 1.5 M, timber = 1.3 M, steel = 1.1 kmod = 0.9 In this way, all the design values needed in an EC design calculation can be ascertained from the permissible values.

Ed Rd

A Utilisation factor

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7

Introduction

User Information Large-area formwork Top 50

Doka services Support in every stage of the project Doka offers a broad spectrum of services, all with a single aim: to help you succeed on the site.

Every project is unique. Nevertheless, there is one thing that all construction projects have in common – and that is a basic structure with five stages. We at Doka know our clients' varying requirements. With our consulting, planning and other services, we help you achieve effective implementation of your formwork assignment using our formwork products – in every one of these stages.

1 Project Development Stage

2 Bidding Stage

3 Project Management Planning Stage

Taking well-founded decisions thanks to professional advice and consulting

Optimising the preliminary work with Doka as an experienced partner

Controlled, regular forming operations, for greater efficiency resulting from realistically calculated formwork concepts

Find precisely the right formwork solutions, with the aid of ▪ help with the bid invitation ▪ in-depth analysis of the initial situation ▪ objective evaluation of the planning, execution, and time-risks

Draw up potentially winning bids, by ▪ basing them on realistically calculated guideline prices ▪ making the right formwork choices ▪ having an optimum time-calculation basis

Plan cost-effectively right from the outset, thanks to ▪ detailed offers ▪ determination of the commissioning quantities ▪ co-ordination of lead-times and handover deadlines

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User Information Large-area formwork Top 50

4 Concrete Construction Stage

Introduction

5 Project Close-out Stage

The advantages for you thanks to professional advice and consulting

▪ Cost savings and time gains

When we advise and support you right from the word "go", we can make sure that the right formwork systems are chosen and then used as planned. This lets you achieve optimum utilisation of the formwork equipment, and effective forming operations because your workflows will be correct.

▪ Maximised workplace safety

The advice and support we can give you in how to use the equipment correctly, and as planned, leads to greater safety on the job.

▪ Transparency Optimum resource utilisation with assistance from the Doka Formwork Experts

Seeing things through to a positive conclusion with professional support

Workflow optimisation, thanks to ▪ thorough utilisation planning ▪ internationally experienced project technicians ▪ appropriate transport logistics ▪ on-site support

Doka Services are a byword for transparency and efficiency here, offering ▪ jointly handled return of rented formwork ▪ professional dismantling ▪ efficient cleaning and reconditioning using special equipment

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Because our services and costs are completely transparent, there is no need for improvisation during the project – and no unpleasant surprises at the end of it.

▪ Reduced close-out costs

Our professional advice on the selection, quality and correct use of the equipment helps you avoid damage, and minimise wear-andtear.

9

Introduction

User Information Large-area formwork Top 50

System overview Doka large-area formwork Top 50 - for any shape and any load The Doka large-area formwork Top 50 is designed to be tailored to many very diverse types of task - so it gives you ideal scope for adapting the shapes and sizes of the elements to suit your structure.

The element size-grid and tie-hole pattern provide the adaptability needed to accommodate architectural

demands. The large-area elements and exact connections make for a perfect joint pattern.

You can choose whichever form-face material best meets your requirements - e.g. for smooth fair-faced concrete, wood-textured surfaces, intensive re-use etc.

A range of practical accessories makes work on the site a lot easier and does away with the need for costly insitu improvisations.

Doka will plan the most economical solution for you.

Also, having your formwork pre-assembled by the Doka "Ready-to-Use Service" saves time and space on site.

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Tie-rod system (Page 16) Inter-panel connections (Page 18) Length adjustment (Page 20) 90 degree corners (Page 26) Acute and obtuse-angled corners (Page 30) Stop-end formwork (Page 32) Plumbing accessories (Page 40) Pouring platforms (Page 44) Opposing guard-rail (Page 53) Ladder system (Page 56) Resetting by crane (Page 61) Element assembly (Page 72)

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User Information Large-area formwork Top 50

Wall formwork

Wall formwork

Wall formwork

Instructions for assembly and use The sequence shown here is based on a straight wall.

However, you should always start to form from the corner outwards.

Ladders must be located so as to create viable "traffic routes" in the horizontal. (On a straight wall, for example, one ladder on the first element and another on the last).

Preconditions for use: Platforms and all accessories must only be mounted to the element when this is face-down on the ground.

It must be possible for all formwork set-up, pouring and stripping operations to be carried out from safe workplaces.

➤ Fly the element to its new location.

CAUTION Never use a sledge-hammer to plumb and align the elements!

This would damage the elements. ➤ Use only proper plumbing tools (e.g. a special pry-bar) that cannot cause any damage. ➤ Fix the panel struts firmly to the ground (see "Plumbing accessories"). ➤ Mount the top guard-rail board.

Pre-assembly ➤ Pre-assemble the elements face-down on an assembly bench (see "Element assembly").

➤ Mount the platforms to the face-down element (see "Pouring-platforms with single brackets"). ➤ Mount the ladder system to the face-down element (see "Ladder system"). ➤ Mount panel struts to the face-down element (see "Plumbing accessories").

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The professionals from the Doka "Ready-toUse Service" plan and assemble site-ready and custom formworks exactly to your specifications.

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A

B

C

A Platform B Ladder system C Panel strut

Closing the formwork ➤ Attach the crane suspension tackle to the liftingbrackets (see "Lifting by crane").

Max. load: 1300 kg per lifting-bracket

The element is now stable and can be plumbed and aligned exactly, with no need for the crane.

WARNING There is not yet an opposing guard-rail on the formwork!

Danger to life from fatal falls! ➤ Either use personal protective equipment to protect against falls (e.g. Doka safety harness) or mount an opposing guard-rail to the element while this is still being pre-assembled in a flat position. ➤ Detach the element from the crane. ➤ Continue lining up elements in this way, and link them together (see "Inter-panel connections").

➤ Pick up the element by crane. ➤ Spray the ply with release agent (see "Cleaning and care").

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Wall formwork

User Information Large-area formwork Top 50

Erecting the opposing formwork:

Pouring

Once the reinforcement has been placed, the formwork can be closed. ➤ Spray the ply with release agent (see "Cleaning and care"). ➤ Lift the opposing formwork by crane to its next location.

☞

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➤ Do not exceed the maximum permissible rate of placing. ➤ See also "Concrete pressure on perpendicular formwork to DIN 18218" in the Doka Calculation Guide. ➤ Max. pressure of the fresh concrete: Depends on structural design of elements see also project plan ➤ Concrete compaction by vibration must comply with DIN 4235 Part 2. ➤ Pour the concrete. ➤ Make only moderate use of vibrators, carefully coordinating the times and locations of vibrator use.

➤ Working from the ground, insert the bottom rows of form-ties (see "Form-tie system").

WARNING There is not yet an opposing guard-rail on the formwork!

Danger to life from fatal falls! ➤ Use personal fall arrest systems to protect against falls (e.g. Doka safety harness).

Before disconnecting from the crane: ➤ If there are no panel struts on the opposing formwork, do not disconnect the element from the crane until a large enough number of form ties have been installed to keep it safely in the upright. ➤ Detach the element from the crane. ➤ Insert the remaining form ties. These form-tie locations can be reached from the platforms. ➤ Continue lining up elements in this way, and link them together (see "Inter-panel connections").

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User Information Large-area formwork Top 50

Wall formwork

Stripping out

☞

➤ Clean residual concrete off the formwork sheet (see "Cleaning and care").

➤ Observe the stipulated striking times.

➤ Remove any loose items from the formwork and platforms, or secure them firmly.

Begin work on striking the formwork on the opposing formwork: ➤ Undo the connectors to the adjacent elements.

WARNING ➤ There must be at least as many form ties left in place as are needed to keep the element safely in the upright.

WARNING There is not yet an opposing guard-rail on the formwork!

Danger to life from fatal falls! ➤ Use personal fall arrest systems to protect against falls (e.g. Doka safety harness). ➤ Where the element has panel struts attached to it, first attach this element to the crane, and only then detach the floor anchorages of the panel struts.

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➤ Take out the form-ties from the top rows of ties.

These form-tie locations can be reached from the platforms. ➤ Attach the element (incl. platforms) to the crane. ➤ Working from the ground, take out the bottom rows of form-ties.

WARNING The formwork tends to adhere to the concrete.

When stripping the formwork, do not try to break concrete cohesion using the crane!

Risk of crane overload. ➤ Use suitable tools such as timber wedges or a special pry-bar to detach the formwork from the concrete. ➤ Lift the element away and to its next location, or place it face-down for intermediate storage.

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Wall formwork

User Information Large-area formwork Top 50

Top 50 element in detail Doka beam H20 top Innovative end-reinforcement: ▪ reduces damage to the ends of the beams ▪ greatly lengthens the service life

b

9729-242-01

a

a ... 8 cm b ... 20 cm

9767-243-01

Follow the directions in the "Timber formwork beams" User Information booklet!

Fastening the beams Flange-clamp H20

Beam screw

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Form-ply ▪ No restrictions on what form-ply you choose - e.g. for ▪ ▪

smooth fair-faced concrete, wood-textured surfaces, repetitive re-use etc.

The sheets are quick and easy to change Custom versions possible with profiled timber formers, open formwork and tongue-and-groove formwork Follow the directions in the "Formwork sheeting" User Information booklet!

Steel walings (multipurpose walings)

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9732-208-01

▪ Where more frequent

▪ For bolting the Doka

beams directly onto the waling ▪ Can be mounted anywhere on the waling See "Element assembly" for alternative ways of fixing the Doka beams.

▪

alterations are needed Can be mounted anywhere on the waling

Crane slinging ▪ by mounting a lifting-bracket and a top plank (pressure bracing); see the section headed 'Element assembly'.

▪ hold the Doka H 20 beams in place and give the element rigidity

▪ sustain the forces from the form-ties ▪ make the elements easy to join, using plates and

Tie-holes

9732-209-02

connecting pins

▪ can be located anywhere along the middle of the waling between the Doka beams

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User Information Large-area formwork Top 50

Wall formwork

Flexibility Size

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Top 50 elements can be assembled in widths of up to 6 m and in heights of up to 12 m.

Shape

Pressure of fresh concrete Depending on the concrete pressure required, the Doka beams and the walings are spaced closer together or further apart. This ensures optimum formwork design and the greatest economy of materials.

For more information on structural design of Top 50 elements, see "Structural design". e.g. concrete pressure 90 kN/m2

9732-248-01

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e.g. concrete pressure 40 kN/m2

Creating complex concrete shapes demands a high degree of formwork flexibility. On the large-area formwork Top 50, this is achieved by the use of profiled timber formers.

Surface Any type of form-face can be used, as required: ▪ Doka formwork sheets 3-SO ▪ Dokaplex formwork sheets ▪ Doka textured formwork sheets ▪ Xlife sheets ▪ Tongue-and-groove board formwork etc.

The tie-hole pattern and the element size-grid are easily adapted to suit architectural demands. The largearea elements and exact connections deliver perfect joint patterns.

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Wall formwork

User Information Large-area formwork Top 50

Tie-rod system Form-tie system 15.0

D

E

B A

C 9729-246-01

A B C D E

Top 50 element Tie-rod 15.0 Super-plate 15.0 Plastic tube 22mm Universal cone 22mm

☞

The "Plastic tubes 22mm" left behind in the concrete are sealed off with Plugs 22mm.

As an alternative to the plastic tube with universal cone, there is also a distance piece designed as an all-inone form-tie distance tube.

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B A

C 9729-247-01 9732-212-01

☞

WARNING Sensitive rod steel! ➤ Never weld or heat tie rods. ➤ Tie rods that are damaged or have been weakened by corrosion or wear must be withdrawn from use.

Allow for elongation of long or coupled tie-rods (see the Calculation Guide 'Doka formwork engineering')!

For correct positioning of the form-ties, see "Top 50 elements" and/or the relevant project plan.

Doka also offers economical solutions for creating watertight wall-ties.

Tie rod wrench 15.0/20.0 For turning and holding the tie-rods.

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A B C D

Top 50 element Tie-rod 15.0 Super-plate 15.0 Distance piece (ready-to-use for certain wall thicknesses)

The plugs for sealing the ends of each distance piece are supplied along with it.

Tie rod 15.0mm: Permitted capacity, allowing a 1.6 : 1 factor of safety against failure: 120 kN Permitted capacity to DIN 18216: 90 kN The friction-type ratchet SW27 or Box spanner 27 0.65m can be used for low-noise releasing and tightening of the following anchoring components: ▪ Super-plates 15.0 ▪ Wing nuts 15.0 ▪ Star grip nuts 15.0

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User Information Large-area formwork Top 50

Wall formwork

Form-ply protection

Operating the form-tie from one side

The Form-ply protector 22mm protects the form-ply from damage at form-tie points. This is a particular advantage for formwork with high numbers of repeat uses.

Possible thicknesses of form-ply: 18 - 27 mm In order to fit the form-ply protector, a 30 mm diameter hole must be drilled in the form-ply first.

If necessary, the form-ply protector fitted into the formply can be closed off with the Framax plug R20/25.

The Top50 form-tie nut 15.0 or Top100 tec form-tie nut 20.0 makes it possible to operate the form-tie from one end of the tie (e.g. where space is tight).

Suitable for U100, U120 and U140 walings with a 50 mm waling-gap.

The form-tie nut has an integrated stopper plate for the tie-rod.

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Tr768-200-01

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A Form-ply protector 22mm (width-across 46 mm) K Notch for aligning the form-tie nut

B Universal cone 22mm C Plastic tube 22mm

L Stopper plate for tie-rod

D Form-ply E Tie-rod 15.0mm

b C

E

F

D D

E

A 9732-249-01

A B C D E

Top 50 element Tie-rod 20.0 Super-plate 20.0 B Plastic tube 26mm Universal cone 26mm

Tie rod 20.0mm: Permitted capacity, allowing a 1.6 : 1 factor of safety against failure: 220 kN Permitted capacity to DIN 18216: 150 kN

☞

B

A

b ... 10 cm

B C

9732-563-02

Form-tie system 20.0

A B C D E F

Form-tie nut Multipurpose waling Tie-rod Super-plate Universal cone Plastic tube

How to mount: ➤ Hook the form-tie nut onto the waling and clamp it on firmly with the integrated star-grip nut. ➤ Screw in the tie-rod of the opposing formwork as far as the stopper plate. ➤ Fix the form-tie with the super-plate.

The "Plastic tubes 26mm" left behind in the concrete are sealed off with "Plugs 26mm".

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Wall formwork

User Information Large-area formwork Top 50

Inter-panel connections To fit normally

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To pull tight half the way

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To pull tight all the way

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The elements are linked and aligned horizontally using Formwork element connectors FF20/50 Z and Connecting pins 10cm: ▪ fast, tension-proof joints between elements ▪ additionally, the inter-element joint can be pulled tight in 2 stages ▪ insensitive to soiling ▪ only tool needed is a hammer Section modulus: 21.6 cm3 Moment of inertia: 97.2 cm4 The 3 zones of the Connecting pin 10cm:

9732-252-01

Note: Only pull tight where there actually is a gap to close!

Other possible types of inter-element connection ▪ Splice plate Top50 Z - with pull-tight function ▪ Formwork element connector FF20/50 - without pulltight function

▪ Anchoring plate FF20/50 - without pull-tight function ▪

A

(for details of how to use on inside corners, see "90 degree corners") Splice plate with join adjustment - with pull-tight function (5 mm and 1.5 mm)

B

5

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1.5

1.5 5

A Head: (hammer) B Shank: (hold) C Cone: (pull tight)

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18

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When the connecting pin is used in a horizontal position, secure it with a Spring cotter 5mm.

For more information, please contact your Doka technician.

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User Information Large-area formwork Top 50

Wall formwork

Examples of the system in action

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Wall formwork

User Information Large-area formwork Top 50

Length adjustment using closures For closures of up to 50 cm with Adjustable waling extension FF20/50 and formwork sheeting in the infill zone Up to 23 cm A

B

D

E

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A B C D E F

F

Doka beam H20 Doka formwork sheet Nailed-on timber stud to add support to the infill Adjustable waling extension FF20/50 Beam clamp Top50 Connecting pin 10cm

23 - 50 cm 9732-214-01

Adjustable waling extensions are used for obtaining tension-proof and slippage-free links between the Top 50 elements.

When connecting short elements to the closure zone, watch out for possible collisions between the Adjustable waling extensions and the Formwork element connectors.

â&#x2DC;&#x17E;

Adjustable waling extension FF20/50 and 1.40m Top50: Section modulus: 21.6 cm3 Moment of inertia: 97.2 cm4

20

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A

B

A Adjustable waling extension FF20/50 B Where statically necessary - place a tie through the closure.

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

Determining the pin-fixing positions

Closure s [mm]

Note: Only the pin-fixing position on the 1st element needs to be determined.

After the 2nd element has been aligned, all the other pin-fixing positions will automatically be apparent.

228 235 243 250 257 264

s

A

B

C

D

E

F

1234 56 7 8

Closure s [mm] 0

A

7 14 21 29

1

Pin-holes in waling C D 2 3 6 3 7 1 2 3

B

36 43 50

2 3

86

3 1 2

157

1 2

193

6 3

6 7 8

Pin-holes in waling C D E 1 1 7 2 3 1 2 3 3 6 1 2 3 1 2 1 2 3 1 1 2 3 1 2 1

F 4 5 6 4 8 6 4 5 6 7 8 4 5 6 7 4 5 6 4 5 4

Example: â&#x2013;Ş Closure needed: 264 mm Result: - pin-holes in waling: D and E or E and F - pin-holes in Adjustable waling extension: 3 and 6

6

2 3 3 1

6 1 7

2 3

7 8 6 7 8

3

6 7 5 6 7

2 3 1 2 8 3

5 6 4 5

1 2 3 1 7 2 8 3 1 2 3 6

4 5 6 4

6

6

1 2

200 207 214 221

8

1

164 171 178 186

7

1 7 2 8

128 136 143 150

6

3

114

F 8

B

6

93 100 107

121

E

1 2 8

57 64 71 79

9732-566-01

271 278 285 293 300 314 321 328 335 357 364 371 400 407 442

A

3 999732002 - 08/2014

5 6 4 5 6

21

Wall formwork

User Information Large-area formwork Top 50

For closures of 50 - 64 cm

Determining the pin-fixing positions

with Adjustable waling extension 1.40m Top50 and formwork sheeting in the infill zone

Note: Only the pin-fixing position on the 1st element needs to be determined.

After the 2nd element has been aligned, all the other pin-fixing positions will automatically be apparent.

9732-255-01

s A

B

A Adjustable waling extension 1.40m Top50 B Where statically necessary - place a tie through the closure.

For fastening the Doka beams H20 to the Adjustable waling extensions. The beam clamp is held in place by a Connecting pin 10cm.

9732-215-01

A

A Beam clamp Top50 B Connecting pin 10cm C Adjustable waling extension

22

B

12345

Beam clamp Top50

C

A

B

Closure s [mm] 0 2 3 5 9 12 13 16 19 22 23 25 29 30 32 33 36 39 40 42 43 46 49 52 53 56 59 60 62 63 66 69 70 72 73 76 79 80 82 83 85 89 90 92 93

C

A

B

C

12345

9732-565-01

Pin-holes in waling A B C 5 4 4 3 2 1 1 4 3 2 2 1 4 4 3 3 2 5 5 4 4 3 2 5 5 4 3 3 2 2 5 4 4 3 3 2 5 5 4 4 3 2 2 5 5

Closure s [mm] 210 212 213 216 219 220 223 225 229 230 233 236 239 240 243 246 249 250 253 256 259 260 263 265 270 273 276 279 280 283 285 289 290 293 296 300 303 306 310 313 316 319 320 323 325

Pin-holes in waling A B C 2 1 5 4 3 3 2 5 4 4 3 2 1 5 4 3 2 2 5 4 3 3 2 5 4 3 2 1 5 4 3 2 2 5 4 3 2 5 4 3 2 1 5 4 3

999732002 - 08/2014

User Information Large-area formwork Top 50 Closure s [mm] 96 99 100 102 103 106 109 110 112 113 116 119 120 122 123 126 129 130 132 133 136 139 140 142 143 146 149 150 152 153 156 159 160 163 166 169 170 172 173 176 179 180 182 183 185 189 190 193 196 199 200 203 206 209

Pin-holes in waling A B C 4 3 3 2 2 5 4 4 3 3 2 5 5 4 4 3 2 2 1 5 4 3 3 2 2 5 4 4 3 3 2 5 5 4 3 2 2 1 5 4 3 3 2 2 5 4 4 3 2 5 5 4 3 2

Closure s [mm] 330 333 336 340 343 345 350 353 356 360 363 366 370 373 380 383 386 390 393 396 400 403 410 415 420 423 426 430 433 440 443 450 453 460 463 470 473 480 490 493 500 503 510 520 530 533 540 550 560 570 580 600 610 640

999732002 - 08/2014

Wall formwork Pin-holes in waling A B C 2 5 4 3 2 1 4 3 2 5 4 3 2 5 3 2 1 4 3 2 5 4 2 5 3 2 1 4 3 4 4 2 1 3 2 4 3 5 2 1 3 2 4 5 2 1 3 4 1 2 3 1 2 1

Example: â&#x2013;Ş Closure needed: 433 mm Result: - Pin-holes in waling: 2x 'C' - pin-holes in Adjustable waling extension: 2x '3' 9732-565-02

A

B

C

1 2345

A

B

C

1 2345

23

Wall formwork

User Information Large-area formwork Top 50

For closures of 3 - 11 cm with Adjustable waling extension FF20/50 and Joint plate in the infill zone Available in heights of 3.0 and 4.0 m, the Joint plates can be placed on top of one another where needed.

To make the formwork easier to strip: Approx. 2 hours after pouring, loosen the Joint plate and pull it out a short way by crane.

9732-216-01

A

9732-256-01

B

A Joint plate B Adjustable waling extension FF20/50

24

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

Height adjustment using "Height adjuster for formwork beams" The "Height adjuster for formwork beams" is used for vertical adjustment of upright Top 50 elements, e.g. on shafts.

using Height adjuster WS10-WU16 The Height adjuster WS10-WU16 is used for vertical adjustment of timber-beam formwork elements used in the horizontal.

C

a Tr697-200-01

Tr620-200-06

C

a B

A B

A D

Adjusting range a: max. 24.5 cm

Adjusting range a: max. 24.5 cm A Height adjuster WS10-WU16 B Connecting pin 10cm and Spring cotter 5mm

A Height adjuster for formwork beams (incl. nuts & bolts etc.)

C Multipurpose waling

B Doka beam C Stiffening board between 2 adjacent beams (site-provided) D Sliding plate (site-provided)

Max. load: 3000 kg

Max. load: 1000 kg Ways of operating: ▪ Box nut 50 3/4" and Reversible ratchet 3/4" (with lengthening-piece if needed) ▪ Tie-rod 15.0mm or round steel bar (max. diam.

17 mm) There are holes in the hexagonal nut of the spindle for inserting a tie-rod.

For custom applications, the footplate can also be fixed on e.g multipurpose walings.

When using the height adjuster on shaft formwork, ensure that the platform decking is adequately dimensioned, as the loads act on the decking in a concentrated manner via the spindles!

Elements can be moved and relocated more easily using sliding plates.

Ways of operating: ▪ Box nut 50 3/4" and Reversible ratchet 3/4" (with lengthening-piece if needed) ▪ Tie-rod 15.0mm or round steel bar (max. diam.

17 mm) There are holes in the hexagonal nut of the spindle for inserting a tie-rod.

using Adjusting spindle M36 The Adjusting spindle M36 is used for vertical adjustment of horizontal Top 50 elements.

☞

B

Tr697-201-01

a A C

Adjusting range a: max. 22 cm A Adjusting spindle M36 (incl. nuts & bolts etc) B Multi-purpose waling C Steel plate (site-provided), e.g. 150x100x10 mm

Max. load: 1000 kg Ways of operating: ▪ Box nut 24 and Reversible ratchet 1/2"

999732002 - 08/2014

25

Wall formwork

User Information Large-area formwork Top 50

90 degree corners Outside corners The elements are clamped together with the Universal angle tie bracket and Tie-rods 15.0.

A

A

B

B E

D C

D

9732-257-01

F

C 9732-258-01

a ... 23° - 64°

9732-217-01

A B C D E

Universal angle tie bracket Tie-rod 15.0 Wing nut 15.0 Connecting pin 10cm Flange reinforcement

F Plank

CAUTION Risk of tie overload if not correctly positioned! ➤ Make sure that the Universal angle tie bracket is bolted into the right holes for the Multipurpose waling WS10 Top50 or WU12 Top50, depending on which type of waling is being used!

Bolting holes for Multi-purpose waling WS10 Top50

Bolting holes for Multi-purpose waling WU12 Top50

9732-381-02

9732-381-01

The flange reinforcement prevents the flange of the beam breaking when exposed to high oblique pull from the tie-rod.

9732-299-01

E

E Fit 2 flange reinforcements (strips of formwork sheeting) between the flanges of the outside beam, so that the form-ply of the second corner element is supported.

26

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

Inside corners

Tying in the Corner waling 20

with Corner waling 20

Corner walings 20 manufactured from 2010 onwards can also be tied using the Eye-lug tie rod 15.0.

With the Corner waling 20, it is possible to make a genuine inside-corner element. The Doka beams give the element the necessary rigidity, and also ensure dimensional accuracy.

The adjacent Top 50 elements are fastened with the normal connector components.

See "Element assembly" for more information on how to mount the inside corner.

E D

â&#x2DC;&#x17E;

B

C 9732-409-02

B C D E

A

Anchoring plate FF20/50 Formwork element connector FF20/50 Z Eye-lug tie rod 15.0 Tie-rod 15.0

A

Max. load on tie-rod: 70 kN

9732-263-01

A

Formwork sheet Corner dimension [A] 21mm 54.9 cm 27mm 55.5 cm A Where statically necessary - place a tie through the Corner waling 20.

â&#x2DC;&#x17E;

When connecting the Corner waling 20 to adjacent elements, please remember: If the Adjustable waling extension (A) reaches a long way into the Corner waling 20, no Formwork element connector FF20 Z may be used on the 2nd leg. Because of the "pull-tight function hole-grid", it is not possible to mount the Formwork element connector FF20 Z one hole-grid further along.

In this case, use an Anchoring plate FF20/50 instead.

9732-261-01

A

B

A Adjustable waling extension B Anchoring plate FF20/50

999732002 - 08/2014

27

Wall formwork

User Information Large-area formwork Top 50

with Shaft corner waling WS10 Top50

An economical way of making inside corners with a closure function. (For closures of up to 32 cm in 1 cm increments) By nailing a form-ply to the end face of standard elements, these are turned into corner elements. The concrete pressure on the end face is transferred by means of reinforcements (e.g. Fastening plate) on the edge beam.

The Shaft corner waling WS10 Top50 is a 90°-welded steel waling used for making sturdy corner elements.

This special waling is custom-built on a project-specific basis.

The Shaft corner waling is often used for shaft formwork (see "Shaft formwork").

9732-259-01

9732-260-01

with Internal angle plate H20 Top50

with Corner plate H20/H36 Top50

9732-408-01

Same function as Internal angle plate H20 Top50, but without the closure function.

28

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

T-junction

Corner connections

with Corner waling 20 The Corner waling 20 allows the form-ties to cross over in the corner zone. This avoids an excessively wide spacing a between the form-ties on the opposing element. a A

9732-262-01

A In-situ support

â&#x2DC;&#x17E; A 9732-264-01

A

Do a static check to determine whether shoring/tension anchoring is required to restrain the formwork (horizontal forces on short walls/large wall thicknesses).

Rounded surfaces in corner zones using Offset plate FF20/50

A Corner waling 20

The Offset plate FF20/50 makes it possible to arrange Multipurpose walings WS10 Top50 in parallel, as a means of reinforcing T-junctions.

The Offset plate FF20/50 makes it possible to arrange Multipurpose walings WS10 Top50 in parallel, for forming large rounded surfaces in corner zones.

B C

B

A A

a

9732-390-01

C

TR594-201-01

A Offset plate FF20/50 B Connecting pin 10cm C Multi-purpose waling

A

a ... 10.2 cm A Offset plate FF20/50 B Connecting pin 10cm C Multi-purpose waling

999732002 - 08/2014

29

Wall formwork

User Information Large-area formwork Top 50

Acute & obtuse-angled corners For non-right-angled corners, too, the standard components of the Large-area formwork Top 50 will always provide an optimum solution.

☞▪

Important note: When the angle is re-set, a new Aluminium locking ring (art.n° 50 0208 020) has to be fitted.

▪ The angle can only be set at the Doka Central Plant in Amstetten, Austria.

Outside corners In a similar way to the right-angled corners, on outside corners the elements are also mainly connected using Universal angle tie brackets.

Inside corners with Articulated connecting plate A Top50 ..... ° ▪ Can be used on walings of 0.75 m and longer ▪ Makes it possible to set two steel walings at any angle (in a range between 61° and 299°)

▪ Can be used over and over again D

If there are no planned moments that need to be transferred by the connecting plate (i.e. if it is being used as an ordinary user-adjustable form connector), it is sufficient to tighten the threaded joint using ordinary tools such as the Reversible ratchet 3/4".

In order to achieve the stability required when the formwork is being lifted, a force of approx. 400 N should be applied to the approx. 75 cm long lever arm of a "Reversible ratchet 3/4" (to give a tightening torque of approx. 300 Nm).

When used in this way as an ordinary user-adjustable form connector, it is not necessary to insert a new aluminium locking ring. The hexagonal bolt M30x90 and the nut of the connection must always be greased before being tightened.

with Half splice plate Half splice plates are used for fabricating low-cost corner plates, with any angle, directly on the site.

To make a corner plate in this way, two Half splice plates are needed. After the formwork has been plumbed at the prescribed angle, these two plates must be welded firmly together.

C

A

➤ The user is responsible for the integrity of the welded joint!

B 9732-266-01

A B C D

Articulated connecting plate A Top50 ..... ° Connecting pin 10cm Multi-purpose waling Universal angle tie bracket

9732-265-01

D

Permitted load: The Articulated connecting plate A Top50 .....° is designed to transfer a permitted bending moment of 9 kNm. If tensile forces (e.g. ring tensile forces) are to be transferred at the same time, the moment load must be reduced accordingly.

E B

A

Permitted bending moment [kNm]

C

10 8

A B C D E

6 4 2

Half splice plate Connecting pin 10cm Multi-purpose waling Universal angle tie bracket Weld-seam

9732-100

0 0

20

40

60

80

100

120

Permitted normal force [kN]

30

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

with Swivel joint plate

Angular waling WS10 Top50

The Swivel joint plate is an alternative to using two Half splice plates welded onto one another.

▪ Angles of between 45° and 180° are possible.

▪ Rough adjustment is carried out in 35.7 mm increments (= 1/3 of the hole-grid of the Multipurpose waling).

▪ Fine adjustment is carried out using the integral adjusting thread, with a max. theoretical formwork deviation of ±2.5 mm.

▪ Use suitable sealing tapes on any gaps which occur at joints.

The Angular waling is a welded steel waling used for making strong corner elements. The legs are rigidly fixed at any desired angle other than 90°.

This special waling is custom-built on a project-specific basis.

9732-267-01

D

C

E

B

A

98005-226-01

D

N

9732-268-01

C

A

B

N

A Swivel joint plate B Connecting pin 10cm

C

C Multi-purpose waling D Universal angle tie bracket

B A

E

Dimensioning diagram 45

A B C D E

35 30 25

Angular waling WS10 Top50 Connecting pin 10cm Multi-purpose waling Universal angle tie bracket Splice plate

20 180°

15 155°

10 45°

5 0

0

20

40

90° 60

135°

Tr744-100-01

Permitted force N [kN]

40

80 100 120 140 160 180 200

Angle 

999732002 - 08/2014

31

Wall formwork

User Information Large-area formwork Top 50

Stop-end formwork Walls thicker than approx. 20 cm The Anchoring plate FF 20/50 ensures that the loads are safely transferred into the waling system of the Top 50 elements.

Maximum permitted load where 2 Connecting pins 10cm are used: 56 kN Section modulus: 21.6 cm3 Moment of inertia: 97.2 cm4 The tie rods are screwed into the Anchoring plate, and the correct spacing of the stop-end element is adjusted using the Super plate 15.0.

A

B

C D

E H F G

9732-269-01

9732-218-01

The Large-area formwork Top 50 is a complete formwork system. As such, it also offers practical solutions for e.g. the stop-end formwork.

Do a static check to determine whether shoring/tension anchoring is required to restrain the formwork (horizontal forces on short walls/large wall thicknesses).

â&#x2DC;&#x17E;

Walls up to approx. 20 cm thick Planks are simply nailed onto the Top 50 element and a strip of formwork sheeting is inserted.

A

A Anchoring plate FF20/50 B C D E F G H

Connecting pin 10cm Super-plate 15.0 Tie-rod 15.0 Doka beam Nailed-on plank Multi-purpose waling Strip of formwork sheeting

The Anchoring plate FF20/50 can also be used as a normal element connector (no pulltight function).

Combining a Corner connecting plate 90/50 with an Anchoring plate makes it possible to lift the stop-end element jointly with the wall element.

Anchoring plates are used on one side, and Corner connecting plates on the other.

B

9732-270-01

A Planks B Strip of formwork sheeting

32

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

Vertical stacking of elements The vertical-stacking methods shown here are only suitable for: ▪ lifting ▪ setting down and ▪ crane-handling the formwork.

☞

Important note: The vertical stacking joint must not be exposed to loads from concrete pressure or concrete weight. This means: ▪ that the cantilever arms at the beam-joints must be as short and symmetrical as possible, ▪ or that users must take all statically required measures (e.g. extra waling level).

Included in scope of supply: ▪ 4 hexagonal bolts M20x70 (width-across 30 mm) ▪ 4 hexagon nuts M20 ▪ 4 spring washers A20 Note: Make sure that the bolted connections are tightened firmly!

with board-plates An in-situ solution that often works well in practice. The existing holes at the end of the beam can be used for making the bolted connections.

with Stacking plate H20

a

d

b

9772-201-01

9732-273-01

a

9732-274-01

a

The Stacking plate H20 serves as a bolt-on longitudinal connector for Doka beams, and is used for vertical stacking of formwork elements. The plate is bolted onto the beams through the pre-drilled holes at either end of the beam.

c

a ... min. 40 cm

a ... 22.4 cm b ... 18.0 cm c ... 11.5 cm d ... min. 80.0 cm

Permitted moment: 0.7 kNm Items needed for each beam join:

Permitted moment: ▪ where outermost hole is 9 cm from edge of beam: 2.0 kNm ▪ where outermost hole is 5 cm from edge of beam: 1.5 kNm

Plank*) 115/25, lmin = 80.0 cm Hexagonal bolt M20x110 Hexagon nut M20 Washer 22

2 pcs.

4 pcs.

4 pcs.

4 pcs.

*) It is also possible to use strips of 3-SO 21 or 27 mm formwork sheet instead of the planks.

The number of Stacking plates H20 needed will depend on the overall height of the gang-form: ▪ Up to an overall height of 6.0m: A Stacking plate H20 must be fastened to every 2nd beam.

▪ Up to an overall height of 8.0m: A Stacking plate H20 must be fastened to every beam.

In addition, it is advisable to place extra multipurpose walings across the horizontal joins, in order to achieve greater stability.

▪ Over 8.0 m, up to a max. overall height of 14.0 m: A Stacking plate H20 must be fastened to every beam.

In addition, it is absolutely essential to place extra multipurpose walings across the horizontal joins, in order to achieve sufficient stability.

999732002 - 08/2014

33

Wall formwork

User Information Large-area formwork Top 50

Shaft formwork Shaft formwork with Stripping corner I and Transition plate With the Stripping corner I, the entire shaft formwork unit is detached from the wall, in one piece, before being lifted and reset by crane.

Product features: ▪ No negative impression in the concrete.

▪ Formwork set-up and stripping function integrated in the inside corner (no need for crane – uses stripping spindles).

▪ Entire shaft formwork unit is lifted and reset in one piece (with lifting-brackets and four-part lifting chain).

Mounting the Framax stripping spindles I These mounting instructions apply to both Stripping spindles I and Stripping spindles I with ratchet.

1) Pull out the U-bolt from the stripping spindle.

2) Place the stripping spindle on the centering stud of the stripping corner.

3) Twist the stripping spindle clockwise until fully engaged.

4) Position the ratchet or spindle nut between the holes in the push-rod.

5) Fix the stripping spindle with the U-bolt.

1

Two different types of stripping spindle can be used for setting up and stripping the formwork: ▪ Framax stripping spindle I with ratchet ▪ Framax stripping spindle I

A

C

The Transition plate makes it possible to use the Framax stripping corner I with Large-area formwork Top 50.

Vertical stacking of Framax stripping corners I 1) Pull out the coupling bolt.

2) Manoeuvre the Stripping corner I into place so that it is flush with the one below it.

3) Push the coupling bolt back in.

4) Bolt the Stripping corners I together with 2 hexagonal bolts M16x45.

B

2

5

3

E

D

Tr750-203-02

Tr750-203-01

Tr750-202-01

A Framax stripping spindle I or Framax stripping spindle I with ratchet B U-bolt C Centering stud of stripping corner D Ratchet or spindle nut E Push-rod

Operating the Framax stripping spindle I with ratchet B A

9764-281-01

C

➤ Screw a Tie-rod 15.0mm into the Weldable coupler 15.0 of the ratchet. ➤ Setting up: - shift the change-over lever into the "L" position - turn the ratchet clockwise ➤ Stripping: - shift the change-over lever into the "R" position - turn the ratchet anti-clockwise.

A Coupling bolt B Stripping corner I C Hexagonal bolt M16x45

D

B A

Tr706-202-01

C

A B C D

34

Tie-rod 15.0mm Weldable coupler 15.0 Ratchet Change-over lever

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

Operating the Framax stripping spindle I

Connections

➤ Push a Tie-rod 15.0mm through one of the holes in the spindle nut. ➤ Setting up: Twist the spindle nut clockwise. ➤ Stripping: Twist the spindle nut anti-clockwise.

D F

A Tr709-201-04

B E

Tr750-204-01

D Framax quick-acting clamp RU E Connecting pin 10 cm with spring cotter F Framax screws (not included in scope of supply)

☞

A Tie-rod 15.0mm B Spindle nut

Adjustment range of Transition plate

Supporting the plywood face

a

Max. spacing c [cm] between 2 transition plates (form-ply not supported by Framax moulded timber or squared timber)

Tr709-201-01

E A

C

b

B

D

a ... 42.5 - 55.0 cm b ... Adjusting range 12.5 cm, in 2.5 cm increments A B C D E

In order to obtain the full available strippingplay, make sure that the Framax quick-acting clamps RU are mounted at staggered heights (i.e. not opposite one another).

Multi-purpose waling Transition plate 18mm or 21mm Connecting pin 10cm and Spring cotter 5mm Framax stripping corner I Quick-acting clamp RU

Permitted formwork pressure [kN/m2] 30 40 50 60 70 15 10 10 --40 30 25 20 15 50 40 35 30 25

Formwork sheet 3-ply sheet 21mm Multi-ply sheet 18mm Multi-ply sheet 21mm

Number of quick-acting clamps RU needed (formply supported by Framax moulded timber or squared timber) Spacing c [cm] Max. 30 Max. 60 Max. 90

N° of quick-acting clamps RU 1 2 3

Possible sizes of shaft A

B

c

75 100 125 150 175 200 225 250 275 300

Width of shaft min. [cm] max. [cm] 160 185 185 210 210 235 235 260 260 285 285 310 310 335 335 360 360 385 385 410

C

Tr709-201-02

Length of WS10 Top50 waling [cm]

A Transition plate B Framax quick-acting clamp RU C Moulded timber or squared timber

999732002 - 08/2014

35

Wall formwork

User Information Large-area formwork Top 50

Shaft formwork closed ready for pour

Shaft formwork stripped ready for lifting

9732-391-01

Stripping play:

x b 9732-391-02

x ... 16.5 - 22.0 cm

☞▪

Important note: Only tie through the waling.

It is not permitted to tie through the Transition plate.

▪ The outside and inside formwork must be dimensioned in line with the structuraldesign requirements for the Large-area formwork Top 50 and a permitted waling load of 90 kN/m!

36

a ... 3.0 cm b ... 6.0 cm

999732002 - 08/2014

9732-392-02

a

Form-tie zones:

9732-392-01

User Information Large-area formwork Top 50

Wall formwork

Shaft formwork with Corner spindle, Shaft waling squaring plate and Inside corner plate

Resetting by crane

B

A

9732-291-01

For inside formwork in narrow cross-sections (e.g. lift shafts, stairwells etc.), the ▪ Corner spindle, ▪ Shaft waling squaring plate and ▪ Inside corner plate can be used to enable rapid striking of the formwork and lifting of the complete shaft formwork, in one piece.

9785-202-01

B

 ... max. 15°

A

A Lifting-bracket B Four-part lifting chain

The crane hook on the Stripping corner I is not allowed to be used for lifting the shaft formwork. ➤ The shaft formwork must only be lifted using lifting-brackets, or in one piece with the shaft platform.

Permitted weight of the shaft formwork: 4000 kg with 4 lifting-brackets Reason: 15° oblique pull in both directions

D

9732-293-01

E

b

C

a

a ... 6 cm b ... 10 cm A B C D E

Corner spindle Shaft waling squaring plate Connecting pin 10cm Inside corner plate Form-tie

The elements of the inside formwork incorporate: ▪ Shaft corner walings or ▪ Multipurpose walings with Corner walings 20

999732002 - 08/2014

37

Wall formwork

User Information Large-area formwork Top 50

Striking the formwork

Doka shaft platform With its telescopic shaft beams, this platform can accommodate any dimension of structure. The inside formwork can be "parked" on the platform and repositioned together with the platform.

Follow the directions in the 'Shaft platform' User Information booklet.

9732-292-01

➤ Loosen the form-ties on one half of the formwork. ➤ Remove the form-ties from the other half of the formwork. ➤ Remove all 4 connecting pins from the Shaft waling squaring plates. ➤ Loosen the Corner spindles and Inside corner plates. ➤ Pull out the Inside corner plates by crane. ➤ Use the Corner spindles to pull the Inside formwork approx. 2 - 3 cm together. ➤ Remove the remaining form-ties. ➤ Use the Corner spindles to pull the Inside formwork approx. 2 - 3 cm further together. ➤ Lift and reposition the entire inside formwork.

9732-294-01

To make the formwork easier to strip: Approx. 2 hours after pouring, loosen the Inside corner plate and pull it out a short way by crane.

Resetting by crane

9727-358-01

Use suitably long lifting-chains or 3 two-part lifting chains in order to avoid oblique pull (depending on the size of the shaft).

If there is too much oblique pull, a stiffening reinforcement will be needed.

For further information, see the section headed "Resetting by crane".

38

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

Circular formwork Curved structures can be formed with Half splice plates or Swivel joint plates. For more detailed information on these plates, see the section headed "Acute and obtuse-angled corners".

Profiled timber formers are placed between the Doka beams and the form-ply to provide the desired shape.

with Swivel joint plate

Minimum bending radii of Doka formwork sheets: Formwork sheet

Grain direction of face layer Transverse Longitudinal Transverse Longitudinal Transverse Longitudinal Transverse Longitudinal Transverse Longitudinal

Dokaplex 9mm Dokaplex 18mm Dokaplex 21mm Doka 3-SO 21mm Doka 3-SO 27mm

Min. radius [m] 2.0 3.5 4.0 7.0 5.0 8.0 3.5 8.0 5.0 10.0

Smaller radii can be achieved by cutting into the formwork sheets or by using strips of formwork sheeting.

C

D

E

B

A

98005-227-01

A Swivel joint plate B Connecting pin 10cm C Profiled timber former D Doka beam E Multi-purpose waling

with Half splice plate B A E F C

D

9732-295-01

A B C D E F

Half splice plate Connecting pin 10cm Profiled timber former Doka beam Multi-purpose waling Weld here after the formwork has been plumbed and aligned

Example - formwork for a circular tank

9732-296-01

999732002 - 08/2014

39

Wall formwork

User Information Large-area formwork Top 50

Plumbing accessories For more information, see the Calculation Guide "Wind loads to the Eurocodes" or ask your Doka technician!

Note: Every gang-form must be supported by at least 2 plumbing accessories.

Example: Where the formwork height is 7.00 m, the following are needed for every 8.00 m wide gang-form: ▪ 2 Panel struts 340 ▪ 2 Eurex 60 550

9732-219-01

Universal dismantling tool The easy way to turn the spindle nuts.

Possible ways of connecting to the multipurpose waling Plumbing accessories brace the formwork against wind loads and make it easier to plumb and align.

Important note: The formwork panels must be held stable in every phase of the construction work!

Please observe all applicable safety regulations!

☞

CAUTION There is a risk of the formwork tipping over in high winds. ➤ If high wind speeds are likely, and when work finishes for the day or before prolonged work-breaks, always take extra precautions to fix the formwork in place.

Suitable precautions: - set up the opposing formwork - place the formwork against a wall - anchor the formwork to the ground

Horizontal waling Option 1 Option 2 B

A

Formwork height [m] 3.00 4.00 5.00 6.00 7.00 8.00

Panel strut 340 540 4.00 3.00 3.00 2.00 4.00 3.00

A

B

9729-279-01

9729-280-01

➤ Anchor the plumbing accessories in such a way as to resist tensile and compressive forces!

Drilled holes in the footplates b

a

Eurex 60 550 d

9727-343-01

9745-214-01

a ... diam. 26 mm b ... diam. 18 mm c ... diam. 28 mm d ... diam. 18 mm

The values apply where the wind pressure we = 0.65 kN/m2. This results in a dynamic pressure qp = 0.5 kN/m2 (102 km/h) where cp, net = 1.3. The greater wind loads encountered at exposed formwork-ends must be constructionally sustained by additional plumbing accessories (e.g. struts or pipe-braces). In cases where higher wind pressure is encountered, the number of struts must be determined by statical calculation.

40

9729-281-01

Fixing to the ground

Eurex 60 550

4.00 4.00

A

A Prop head EB B Connecting pin 10cm + Spring cotter 5mm

Panel struts

Permitted spacings [m] of the plumbing accessories:

Vertical waling

999732002 - 08/2014

d c

User Information Large-area formwork Top 50

Wall formwork

Panel struts

Anchoring the footplate The Doka Express anchor can be re-used many times over - the only tool needed for screwing it in is a hammer.

Product features: ▪ Can be telescoped in 8 cm increments ▪ Fine adjustment by screw-thread ▪ All parts are captively integrated - including the telescopic tube (has safety stop to prevent dropout) Panel strut 340

Panel strut 540

A B C

TR632-201-01

A Doka Express anchor 16x125mm B Doka coil 16mm

Characteristic cube compressive strength of the concrete (fck,cube): min. 25 N/mm2 or 250 kg/cm2 (C20/25 grade concrete) a

B

C

A C

b

a ... 190.8 - 341.8 cm b ... 134.6 - 185.5 cm

α

α

9732-278-01

C

α

9732-275-01

Required safe working load of alternative anchors for foot-plates: Rd 20.3 kN (Fpermissible 13.5 kN) Follow the manufacturer's applicable fitting instructions.

a

Follow the Fitting Instructions!

b

a ... 310.5 - 549.2 cm b ... 228.1 - 277.2 cm

 ... approx. 60° A Panel strut 340 IB B Panel strut 540 IB C Prop head EB

999732002 - 08/2014

41

Wall formwork

User Information Large-area formwork Top 50

Eurex 60 550 used as a shoring & plumbing accessory

Example of a possible combination of Type 4

G

As the "Doka plumbing strut Eurex 60 550" - fitted with the appropriate accessories - this prop can also be used for shoring high wall formwork.

▪ Can be connected directly – without modification – to Doka framed formwork and Doka timber-beam formwork ▪ The "Adjusting strut 540 Eurex 60 IB" makes handling much easier, especially when the formwork is being transferred.

▪ Can be telescoped in 10 cm increments, with continuous fine adjustment.

D

A

C

Follow the directions in the "Eurex 60 550" User Information!

α

G

F

α

α

E

9732-359-01

A

a

a ... 361.0 - 600.4 cm  ... approx. 60° A Plumbing strut Eurex 60 550 B Extension Eurex 60 2.00m C Coupler Eurex 60 D E F G

Connector Eurex 60 IB Plumbing strut shoe Eurex 60 EB Adjusting strut 540 Eurex 60 IB Prop head EB

A good rule of thumb here is: The length of the shoring & plumbing accessory (i.e. the complete Eurex 60 550 plumbing-strut assembly) = the height of the element to be shored.

Connector Eurex 60 IB (D)

Plumbing strut shoe Eurex 60 EB (E)

Adjusting strut 540 Eurex 60 IB (F)

Prop head EB (G)

Weight [kg]

9745-208-01

Coupler Eurex 60 (C)

5

Extension Eurex 60 2.00m (B)

4

Plumbing strut Eurex 60 550 (A)

3

Extension length L [m]

2

Type

1

1 2 3 4 5

3.79 - 5.89 5.79 - 7.89 7.79 - 9.89 7.22 - 11.42 9.22 - 13.42

1 1 1 2 2

— 1 2 — 1

— — — 1 1

1 1 1 1 1

1 1 1 1 1

1 1 1 1 1

2 2 2 2 2

91.1 112.4 133.7 142.5 163.8

42

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User Information Large-area formwork Top 50

999732002 - 08/2014

Wall formwork

43

Wall formwork

User Information Large-area formwork Top 50

Pouring platforms with single brackets Doka brackets can be used to make pouring platforms that can easily be assembled by hand.

They can be attached to any point on the Doka beam.

This also makes it possible to erect intermediate platforms.

Preconditions for use: Observe all applicable safety regulations.

Only fix the pouring platform onto formwork constructions that are sufficiently stable to transfer the expected loads.

Ensure that the formwork gang has sufficient stiffness.

Shore the formwork in a windproof manner when erecting it and when it is temporarily placed in the standing position.

â&#x2DC;&#x17E;

The brackets must be secured against accidental lift-out

Note: The plank and board thicknesses given here comply with the C24 category of EN 338.

Observe all national regulations applying to deckboards and guard-rail boards.

h

9732-220-01

Universal brackets

9732-285-01

b

Universal bracket 90 Universal bracket 60

Width b Height h 87 160 57 106

Permitted service load: 1.5 kN/m2 (150 kg/m2) Load Class 2 to EN 12811-1:2003 Max. influence width: 2.00 m

44

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User Information Large-area formwork Top 50

Wall formwork

Top scaffold bracket L

Universal bracket 90

Board thicknesses for support centres of up to 2.50 m: ▪ Deck-boards min. 20x5 cm ▪ Guard-rail boards min. 20x3 cm, otherwise detailed dimensioning to EN 12811.

b 9732-286-01

Deck and guardrail boards: Per 1 metre length of platform, 0.9 m2 of floor decking and 0.8 m2 of guardrail boards are needed (in-situ).

Fastening the floor decking: with 5 square bolts M 10x70 and 1 square bolt M10x180 per bracket (included with product).

Fastening the guard-rail boards: with 4 nails per bracket (not included with product).

h

Deck and guardrail boards

b ... 62 cm h ... 115 cm

Permitted service load: 1.5 kN/m2 (150 kg/m2) Load Class 2 to EN 12811-1:2003 Max. influence width: 2.00 m

Using scaffolding tubes A B

9705-226-01

Deck and guardrail boards

Tools: Fork spanner 22 for mounting the couplers and scaffolding tubes.

A Screw-on couplers 48mm 95 B Scaffolding tube 48.3mm

Universal bracket 60

Board thicknesses for support centres of up to 2.50 m: ▪ Deck-boards min. 20x5 cm ▪ Guard-rail boards min. 20x3 cm, otherwise detailed dimensioning to EN 12811.

Deck and guardrail boards: Per 1 metre length of platform, 0.65 m2 of floor decking and 0.6 m2 of guardrail boards are needed (in-situ).

Fastening the floor decking: with 3 square bolts M 10x120 per bracket (not included with product).

Fastening the guard-rail boards: Use nails Using scaffolding tubes

Deck and guardrail boards C

Board thicknesses for support centres of up to 2.50 m: ▪ Deck-boards min. 20x5 cm ▪ Guard-rail boards min. 20x3 cm, otherwise detailed dimensioning to EN 12811.

Deck and guardrail boards: Per 1 metre length of platform, 0.6 m2 of floor decking and 0.6 m2 of guardrail boards are needed (in-situ).

Fastening the floor decking: with 3 square bolts M 10x120 per bracket (not included in scope of supply).

Fastening the guard-rail boards: Use nails Using scaffold tubes: see Universal bracket 90

999732002 - 08/2014

B D A 9705-227-01

Tools: Fork spanner 22 for mounting the couplers and scaffolding tubes.

A B C D

Scaffold tube connector Scaffolding tube 48.3mm Screw-on couplers 48mm 50 Hexagon screw M14x40 + hexagon nut M14 (not included with product)

45

Wall formwork

User Information Large-area formwork Top 50

Possible ways of fixing

Sideguards on exposed platformends

WARNING Risk of accidental lift-out if the Universal bracket is fixed to a multipurpose waling! ➤ Fix the bottom strut of every bracket with 28x60 nails or a hexagon screw M10x140 and hexagon nut M10, on both sides of the strut.

In upper hole in beam In lower hole in beam

On pouring platforms that do not completely encircle the structure, suitable sideguards must be placed across exposed end-of-platform zones.

Edge protection system XP

In multipurpose waling

a

A

9732-289-01

9732-288-01

9732-287-01

B

C D

E

CAUTION ➤ In the case of H20 N and P Doka beams where the first drilled hole is 5 cm from the end of the beam, it is not allowed to fix the bracket in the top hole in the beam!

9732-220-02

a ... 9 cm

A Guard-rail board min. 15x3 cm (site-provided) B Handrail post XP 1.20m C Railing clamp XP 40cm D Toeboard holder XP 1.20m E Pouring platform

How to mount: ➤ Fasten Railing clamps XP onto the decking of the pouring platform, by tightening the wedge (clamping range 2 to 43 cm). ➤ Working from below, push a Toeboard holder XP 1.20m onto the Handrail post XP 1.20m. ➤ Push the Handrail post XP 1.20m into the post-holding fixture on the Railing clamps XP until the locking mechanism engages. ➤ Fix guard-rail boards to the handrail post plates with nails (diam. 5 mm).

Handrail clamp S Follow the directions in the “Handrail clamp S” User information!

46

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

Pouring platforms can be quickly readied for use, and make concreting both easy and safe.

Xsafe plus platform These pre-assembled, fold-out working platforms with their integral side railings, self-closing manhole lids and integrable ladders are ready for immediate use and greatly improve workplace safety.

Follow the directions in the 'Platform system Xsafe plus' User Information booklet!

A

98040-356-01

B

B

A Xsafe plus platform B Xsafe plus lifting adapter for beam formwork (2 adapters per platform) 9732-424-01

Preconditions for use: Only fix the pouring platform onto formwork constructions that are sufficiently stable to transfer the expected loads.

Shore the formwork in a windproof manner when erecting it and when it is temporarily placed in the standing position.

Ensure that the formwork gang has sufficient stiffness.

Permitted service load: 1.5 kN/m2 (150 kg/m2) Load Class 2 to EN 12811-1:2003 Preconditions for using the Xsafe plus platform with the Xsafe plus lifting adapter: ▪ max. one platform level ▪ max. element height when assembled face-down on the ground, with a gang-form width of 2.50 m: 6.00 m Mounting the lifting adapter onto the platform: ➤ Use a Connecting pin 10cm and Spring cotter 5mm to mount the lifting adapter to the platform.

Observe all applicable safety regulations.

C

98040-357-02

C Connecting pin 10cm and Spring cotter 5mm of the Xsafe plus platform

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47

Wall formwork

User Information Large-area formwork Top 50

Lifting the platform onto the formwork: ➤ Lift the lifting-bracket by hand to easily attach the Doka 4-part chain.

➤ Fix the platform in the top waling. ➤ Detach the four-part lifting chain.

The safety hooks latch into place automatically.

Do a sight check to make sure that the safety hooks have latched into place!

a

98040-357-03

The platform is now secured against accidental lift-out.

➤ Attach a four-part lifting chain (e.g. Doka 4-part chain 3.20m) to the platform and hoist it towards the formwork.

9732-428-01

9732-429-01

a ... 358 mm (distance between Platform decking and Multi-purpose waling) 98040-358-03

98040-358-04

A Safety hook

Lifting the platform off the formwork: ➤ Attach a four-part lifting chain to the platform and raise it.

When the platform is raised by the four-part lifting chain on the safety hook, the platform is automatically unlocked.

Do a sight check to make sure that the safety hooks have been unlocked!

The platform can be lengthened at either end by using the Xsafe plus platform extension 0.60m.

CAUTION Platforms with platform extensions can tip up.

Falling hazard! ➤ Do not step onto the platform extension until the safety hooks have been fixed in place. ➤ Fix the safety hooks of both Lifting adapters in place with the Connecting pins 10cm and the Spring cotters 5mm.

9732-429-02

9732-427-01

Extending the platform to either side

48

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User Information Large-area formwork Top 50

Wall formwork

Moving the formwork and the platform in one piece The formwork and the Xsafe plus platform can be moved / lifted in one piece.

If the formwork is lifted with the pouring platform still mounted to it, the platform must be secured so that it cannot slip to either side.

â&#x2DC;&#x17E;

Repositioning:

D

9732-425-01

D Lifting-bracket

Lifting / laying down:

9732-425-02

a

a ... max. 6.00 m

CAUTION It is not permitted to lift or lay down formwork units with heights of >6.00 m! â&#x17E;¤ In these cases, remove the platform before lifting / laying down the formwork.

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49

Wall formwork

User Information Large-area formwork Top 50

Framax pouring platform U 1.25/2.70m

☞▪ ▪

Preparing the pouring platform: ➤ Tilt up the guard rails and lock them in position.

It is NOT allowed to place the formwork on its side while the pouring platform is still mounted!

For length adjustments, it may be necessary to place floor planking as a bridge (max.

50 cm) between two platforms. Minimum plank overlap: 25 cm.

Pre-assembled, collapsible, ready-to-use platform with width of 1.25 m for convenient, safe working.

9727-394-01

➤ Put both side stops into position.

1.00 m A

9727-395-01

A Side stop

0m 2.7

1.2 5m

➤ Close the decking with the tilt-back board.

9727-262-01

Permitted service load: 1.5 kN/m2 (150 kg/m2) Load Class 2 to EN 12811-1:2003 Other possible areas of use for the Framax pouring platform U: ▪ Doka framed formwork Framax Xlife and Alu-Framax Xlife ▪ Doka wall formwork FF 20 (with FF20 adapter for Framax pouring platform U)

▪ The guard rail can be locked in either of two posi-

▪

tions: - vertical - tilted by 15° With the aid of the Top50 adapter for Framax pouring platform U, the Framax pouring platform U can be fixed in the waling of the Top 50 elements (2 adapters per pouring platform).

Mounting the adapter: ➤ Using a four-part lifting tackle, slightly raise the pouring platform. ➤ Dismount the screw from the platform connector of the adapter. ➤ Push the telescopic tube of the adapter into the bottom tubular opening on the Pouring platform U. ➤ Replace and tighten the screw on the platform connector of the adapter. ➤ An extra plank can be mounted where necessary (leave recesses for the adapters). ➤ When you have mounted the adapters on the Pouring platform U, lay it back on the ground.

A C B 9732-358-02

15°

A Screw B Telescopic tube C Extra plank

B

9732-358-01

A

A Top50 adapter for Framax pouring platform U B Framax pouring platform U 50

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

Lifting the platform onto the formwork: ➤ Attach a four-part lifting chain to the hoisting points of the adapters at the front, and to the lifting-brackets of the platform railings at the rear.

Transporting, stacking and storing Stack of 10 Framax pouring platforms U

Single collapsed platform

f

g

c

e

d

b

9732-358-05

a

➤ Raise the safety catches of the adapters and latch them into the rear position. ➤ Move the supporting profiles into the horizontal and slot the Pouring platform U onto the adapters on the steel walings.

9727-398-01

9727-393-01

a ... 268 cm b ... 295 cm c... 10 x 18.7 cm d... 31 cm e... approx. 218 cm f... 142 cm g... 50 cm

9732-358-03

A

B

A Safety catches B Supporting profile

➤ Secure the platform against accidental lift-out: Raise the safety catches and latch them into the front position (the claw grips behind the steel waling).

Check that the safety catches (A) are in the right position!

9732-358-04

A

The safety catches on the adapters can be operated from ground level, using a plank. ➤ Detach the four-part lifting chain.

Lifting the platform off the formwork: ➤ Attach a four-part lifting chain to the hoisting points of the adapters at the front, and to the lifting-brackets of the platform railings at the rear. ➤ Release the safety catch by hand. ➤ Lift the pouring platform out of the way.

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51

Wall formwork

User Information Large-area formwork Top 50

Sideguards on exposed platformends On pouring platforms that do not completely encircle the structure, suitable sideguards must be placed across exposed end-of-platform zones.

Note: The plank and board thicknesses given here comply with the C24 category of EN 338.

Observe all national regulations applying to deckboards and guard-rail boards.

Side handrail clamping unit T

A

C E D

9732-421-01

B

A B C D E

Side handrail clamping unit T Clamping part Integrated telescopic handrail Guard-rail board min. 15x3 cm (site-provided) Pouring platform

How to mount: ➤ Fasten the clamping component to the floor planking of the pouring scaffold, using the wedge (clamping range 4 to 6 cm). ➤ Slot in the railing. ➤ Extend the telescopic railing to the desired length and secure it. ➤ Insert footguard (railing plank).

52

999732002 - 08/2014

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Wall formwork

Opposing guard-rail If there are work platforms mounted on one side of the formwork only, then a fall-protection barrier must be mounted to the opposing formwork.

➤ Tilt the safety barrier outward.

Note: The plank and board thicknesses given here comply with the C24 category of EN 338.

Observe all national regulations applying to deckboards and guard-rail boards.

F

a

9732-220-05

Edge protection system XP A

F Safety bolt C

The safety bolt now automatically drops and secures the tilted barrier unit.

Do a sight-check to make sure that the safety bolt is in the correct position!

Types of safety barrier:

B

Protective grating

Guard-rail boards

E

a

9732-220-03

D

a

E

If necessary (e.g. to enlarge the available workspace during pouring), the safety barrier can be tilted outward by 15°. ➤ Push up the safety bolt on the Adapters XP until the spring snaps into place (allow for overlap between protective gratings and/or guard-rail boards).

9732-220-06

A Handrail post XP 1.20m B Timber-beam formwork adapter XP C Protective grating XP or guard-rail boards

9732-220-07

 ...15°

a ... 143 cm b ... 103 cm D Protective grating XP E Guard-rail board

☞

Important note: When guard-rail boards are used to make the safety barrier, it is not allowed to fit guard-rail boards in the top handrail-post plates.

9732-220-04

F

F Safety bolt

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53

Wall formwork

User Information Large-area formwork Top 50

Assembly

Resetting by crane

The opposing guard-rail can be mounted to both upright and face-down (ground-assembled) gangforms. ➤ Mount the Timber-beam formwork adapter XP to the Top 50 element, fixing it on firmly with the wedge.

G

B

9732-418-02

9732-419-01

H

G Doka 4-part chain 3.20m H Lifting-bracket

B Timber-beam formwork adapter XP

When lifting gang-forms together with opposing guard-rails assembled from the Edge protection system XP, remember the following points: ▪ The guard rails must be in the vertical position when the gang-form is raised or laid down.

▪ Elastic deformation of the guard rails may occur because the 4-part chain is resting against the protective grating or guard-rail boards while the gangform is being lifted.

▪ When a gang-form is lifted, repositioned or laid down, the 4-part chain must not be led around the protective grating or the guard-rail board.

9732-220-08

a

Make sure that the adapter is fitted on correctly and is resting solidly on the top plank (there must be 10 cm between the clamping part and the end of the beam)!

a ... 10 cm

➤ Push the Handrail post XP 1.20m into the post-holding fixture on the Timber-beam formwork adapter XP until the locking mechanism engages. ➤ Fit on a Protective grating XP or guard-rail boards. ➤ Fix the Protective grating XP to the Handrail post XP with Velcro® fasteners 30x380mm, or fix on the guard-rail boards with nails (diam. 5 mm).

9732-419-02

Make sure that the 4-part chain is in the right position:

▪ ▪

Placing down onto the form-ply side Picking up from this position

A 9732-419-03

▪ C

▪

9732-418-01

▪

A Handrail post XP 1.20m C Protective grating or guard-rail boards

Placing down onto the backface of the formwork (e.g. for cleaning the form-facing) Picking up from the cleaning position Repositioning the upright gangform

A

9732-419-04

A Form-ply side

54

A

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User Information Large-area formwork Top 50

Wall formwork

Structural design b

a

b

9732-420-01

a

a ... support centres b ... cantilever

Note: The wind conditions likely to be encountered in Europe, in accordance with EN 13374, are largely recognised by the dynamic pressure q=0.6 kN/m2 (highlighted in the tables).

Permitted support centres

Permitted support centres (a) Dynamic pressure q [kN/m2] 0.2 0.6 1.1 1.3 Protective grating XP 2.5 m Guard-rail board 2.4 x 15 cm 1.9 m Guard-rail board 3 x 15 cm 2.7 m 2.4 m 2.0 m Guard-rail board 4 x 15 cm

3.3 m

2.4 m 2.0 m

Permitted cantilever

Permitted cantilever (b) Dynamic pressure q [kN/m2] 0.2 0.6 1.1 1.3 Protective grating XP 0.6 m 0.4 m Guard-rail board 2.4 x 15 cm 0.5 m Guard-rail board 3 x 15 cm 0.8 m Guard-rail board 4 x 15 cm 1.4 m

999732002 - 08/2014

55

Wall formwork

User Information Large-area formwork Top 50

Ladder system The Ladder system XS permits safe vertical access to and from the intermediate platforms and pouring platforms: ▪ when attaching/detaching the formwork to/from the crane tackle ▪ when opening/closing the formwork ▪ when placing the reinforcement ▪ during pouring Note: The Ladder system XS must be implemented in such a way that all national regulations are complied with.

WARNING ➤ The Ladders XS may only be used as part of the XS system, and must NOT be used separately (as "lean-to" ladders).

Assembly instructions Preparing the formwork ➤ Pre-assemble elements face-down on an assembly bench (see "Inter-panel connections"). ➤ Only mount the platforms and panel struts to the element when this is in the flat position (see "Pouring platforms" and "Plumbing accessories").

Attaching connectors to the formwork

☞

Important note: ➤ The Ladder system XS is normally mounted inside an element (i.e. not to either side of it). ➤ If this is not possible (e.g. because of a supporting construction frame), then a beam grille (consisting of min. 4 Doka beams) can be attached on one side of the element to make this possible. This also makes it possible to change quickly to another position. ➤ Place the "Connector XS wall formwork" onto the Multi-purpose waling near the top of the formwork and place a squared timber under it (pressure point).

Nail the squared timber to the Doka beams. ➤ Fasten the "Connector XS wall formwork" to the waling with a tie-rod and 2 super-plates.

9732-394-01

B C

A

9732-393-01

D

C

9732-394-03

A

C B

A B C D

56

Connector XS wall formwork Tie-rod 15.0 (Length = 0.40 m) Super-plate 15.0 Squared timber 10x10 cm (site-provided)

999732002 - 08/2014

User Information Large-area formwork Top 50

➤ Place the "Connector XS wall formwork" onto the Multi-purpose waling near the bottom of the formwork (no need for a squared timber). ➤ Fasten the "Connector XS wall formwork" to the waling with a tie-rod and 2 super-plates.

Wall formwork

to the bottom "Connector XS wall formwork" ➤ Pull out the push-in bolt, pivot both safety hooks out of the way, and place the ladder onto the Connector XS. ➤ Close the safety hooks, re-insert the push-in bolt and secure it with a linch pin.

B

B C

C

a

b A 9732-394-02

A Connector XS wall formwork B Tie-rod 15.0 (Length = 0.40 m)

9732-395-02

– in the front position (a) for one single ladder – in the rear position (b) in the telescoping zone (for 2 ladders)

C Super-plate 15.0

➤ For formwork heights above 5.85 m, an extra "Connector XS wall formwork" must be attached in the same way near the middle of the formwork (i.e. approx. half-way up).

This extra connector prevents the ladder swaying when site crew climb up or down it.

B Safety hooks C Ladder XS

➤ Mount the Securing barrier XS to the ladder, with fixing hooks and wing-nuts.

D

Fixing the ladder to the top "Connector XS wall formwork" ➤ Pull out the push-in bolt, and pivot the two safety hooks out of the way. ➤ Place the System ladder XS 4.40m onto the Connector XS, with the hooking brackets facing downwards. ➤ Close the safety hooks. ➤ Insert the push-in bolt into whichever rung of the ladder is suitable for the height of the formwork, and secure it with a linch pin.

9764-256-01

D Securing barrier XS

The components needed for mounting the Securing barrier XS are captively attached to it.

C

9732-395-01

B A

- in the front position (a) A Push-in bolt B Safety hooks C System ladder XS 4.40m

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57

Wall formwork

User Information Large-area formwork Top 50

Ladder system XS for heights above 3.75 m Telescoping ladder extension (for adjusting to ground level) ➤ To telescope the ladders past one another, lift the safety latch on the ladder and fix the Ladder extension XS 2.30m onto the desired rung of the other ladder.

Permanently fixed ladder extension ➤ Insert the Ladder extension XS 2.30m into the uprights of the System ladder XS 4.40m, with its hooking brackets facing downwards, and fasten it.

Tighten the screws only very slightly!

A

C

C

A

B

Tr625-202-01

B

Screws (C) are included in the scope of supply of the System ladder XS 4.40m and the Ladder extension XS 2.30m.

Tr625-201-04

A System ladder XS 4.40m B Ladder extension XS 2.30m C Screws, width-across 17 mm

Close-up C B

Tr625-201-03

A System ladder XS 4.40m B Ladder extension XS 2.30m C Safety latch

A telescoping join between two Ladder extensions XS 2.30m can be made in the same way.

Two Ladder extensions XS 2.30m can be fixed together in the same way.

☞

Important note: ➤ Always observe all relevant safety regulations applying to the use of the Ladder cage XS in the country in which you are operating (e.g. in Germany: BGV D 36). ➤ Attach the Ladder cage exit XS (the bottom of the cage must always be at the same height as the platform). The safety latches prevent the cage from being accidentally lifted out.

D

F 9732-396-01

D Ladder cage exit XS F Safety latch

58

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

➤ Attach further ladder cages, in each case to the next available rung.

Exit onto an intermediate platform Basic rule:

▪ The number of "Connectors XS wall formwork" and ▪

E

▪

ladder components is shown in the "Items needed" table.

For each additional exit, one "Ladder cage exit XS" and one "Securing barrier XS" are required.

Any over-large openings above the intermediate exit must be reduced with a Ladder cage XS 0.25m.

Mounting the Ladder cage XS 0.25m ➤ Hook the ladder cage into an empty rung and secure it against accidental lift-out.

F 9732-393-03

1

E Ladder cage XS F Safety latches (lift-out guard)

2

Items needed Formwork height 2.70>3.25- >6.003.25 m 6.00 m 8.00 m 2 2 3 1 1 1 0 1 2

Connectors + ladder Connector XS wall formwork System ladder XS 4.40m Ladder extension XS 2.30m Tie-rod 15.0 galvanised ..... m (length: 0.40 m) Super-plate 15.0 Squared timber 10x10 cm

Ladder cage Ladder cage exit XS 1) Securing barrier XS 1) Ladder cage XS 1.00m 1) 1)

2

2

3

4 1

4 1

6 1

9764-269-01

9764-270-01

Formwork height 2.70- >3.15- >4.05- >5.40- >6.60- >7.653.15 m 4.05 m 5.40 m 6.60 m 7.65 m 8.00 m 1

1

1

1

1

1

1

1

1

1

1

1

0

1

2

3

4

5

9732-393-02

No allowance made here for intermediate exits.

999732002 - 08/2014

59

Wall formwork

User Information Large-area formwork Top 50

Combining different formwork systems Top 50 and FF 20 timber-beam formwork can be combined with the following formwork systems: ▪ Framax Xlife framed formwork ▪ Alu-Framax Xlife framed formwork ▪ Circular formwork H 20 The Transition plate 18mm or 21mm is needed for this.

Example of combination with Circular formwork H 20 B A

C

D H

F

E

Tr709-203-01

Example of combination with Framax Xlife framed formwork

A

C

B

D

9732-397-01

A Transition plate 18mm or 21mm

F

G E

B Framax quick-acting clamp RU C Connecting pin 10cm D Spring cotter 5mm E F G H

Moulded timber support Timber-beam formwork Framax Xlife framed formwork Circular formwork H 20

Can be combined with Doka wall formwork FF 20: If the spacing of the walings is suitably adjusted, Top 50 elements can be combined with FF 20 ready-assembled elements. This enables users to supplement the available formwork with existing FF 20 equipment at short notice.

60

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User Information Large-area formwork Top 50

Wall formwork

Resetting by crane Max. load: ▪ 1300 kg per lifting-bracket where the space between the walings (x) is less than 0.75 m ▪ 1000 kg per lifting-bracket where the space between the walings (x) is from 0.75 m to 1.00 m

C

x

9732-297-01

C

A B

9732-298-01

with lifting-brackets and pressure bracing

A Lifting-bracket B Doka beam C Pressure bracing (plank 4.5x20 cm)

9732-224-01

For instructions on mounting the lifting-bracket and pressure bracing (top plank), see 'Element assembly'.

For your own safety, please also observe the following points: ▪ Only set down the elements, or stack of elements, on flat surfaces that are capable of supporting the load.

▪ Do not detach an element from the crane until it has been safely set down.

▪ Never climb onto the stack of elements.

▪ Never set down the units in such a way as to impose loads on platforms and brackets.

The crane cables for lifting the elements are fastened to the lifting-brackets. These are bolted onto the webs of the Doka beams.

If necessary, the Lifting brackets can also be connected to the holes in the multipurpose walings (e.g. where elements are being used with vertical walings).

9729-341-01

CAUTION ➤ It is strictly prohibited to lift the formwork without pressure bracing.

☞▪

Important note: Spread-angle of slinging chains: max. 30°.

▪ Shore the formwork in a windproof manner when erecting it and when it is temporarily placed in the standing position.

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61

Wall formwork

User Information Large-area formwork Top 50

Enhanced requirements for fair-faced concrete Examples of enhanced requirements: ▪ Architectural requirements ▪ Special requirements regarding planeness of the concrete surface For more information on the topic of fair-faced concrete, please refer to the "Practical Information" brochure entitled "Forming fair-faced concrete".

Open formwork

C B

Formwork sheets screwed on from rear Advantages: ▪ High-grade concrete surfaces can be formed, without any screw imprints.

▪ Less finishing-work needs to be done on the concrete surfaces.

▪ The surfaces of the formwork sheets can easily be cleaned.

There are two possible ways of fixing the formwork sheets to the Doka beams: ▪ Open formwork - gives the elements high rigidity - flange-clamps can be retrofitted - for long construction periods ▪ H20 screw-on brackets for formwork sheets - no swelling - rentable - for short construction periods

62

A

9732-564-01

A Open formwork B Beam grille C Formwork sheet

999732002 - 08/2014

User Information Large-area formwork Top 50

Wall formwork

H20 screw-on bracket for formwork sheets

Practical example

The H20 screw-on bracket for formwork sheets makes it possible to fix formwork sheets to Doka beams from the rear.

C

B

E

D

H20 screw-on bracket for formwork sheets Framax screw 6.7x20.6 (Article n° 508302100) Countersunk screw 4.5x30 Doka beam H20

Numbers of Framax screws 7x22mm needed per 'H20 screw-on bracket for formwork sheets'

E Formwork sheet

Type of formwork sheet

Advantages: ▪ Can be used with various different thicknesses of formwork sheet, from 18 to 27 mm.

▪ Can be dismounted quickly, leaving no damage.

☞

Important note: ▪ On 18 mm thick sheets, the brackets can only be used together with an extra 3 mm thick packing strip (otherwise the screws might protrude on the other side of the sheet).

▪ While being screwed onto the 'H20 screw-on brackets for formwork sheets', the formwork sheet must be secured against being lifted off the beams.

Multi-ply formwork sheet (Dokaplex or equivalent) 3-ply sheet (3-SO or equivalent)

999732002 - 08/2014

2 2 4

Permitted pull-out forces per Framax screw 7x22mm Type of formwork sheet Multi-ply formwork sheet (e.g. Dokaplex 18 or 21mm) 3-ply sheet (e.g. 3-SO 21 or 27mm) 1)

Screw-in depth

Permitted pull-out force 1)

15 mm

0.5 kN

18 mm

0.2 kN

Values obtained when sheet was in moisture-penetrated state

Fixing options In the middle of the sheet

Tr807-201-03

Approx. five 'H20 screw-on brackets for formwork sheets' per m2 are needed for attaching the formwork sheeting.

Screw-on bracket fixing points on formon formwork sheet work beam

At joints between sheets

Tr807-201-04

A B C D

Tr807-201-01

9732-562-01

A

63

Wall formwork

64

User Information Large-area formwork Top 50

999732002 - 08/2014

User Information Large-area formwork Top 50

Other possible areas of use

Other possible areas of use

Other possible areas of use

Column formwork Top 50 ▪ Cross-sections continuously adjustable up to 120 x 120 cm

▪ No form-ties through the column ▪ Clean, smooth concrete surfaces ▪ Easy assembly and handling

9732-398-01

The proven Doka beams, multipurpose walings and Doka formwork sheets are also used for column formwork.

Follow the directions in the 'Column formwork Top 50' User Information booklet.

999732002 - 08/2014

65

Other possible areas of use

User Information Large-area formwork Top 50

Top 50 as a superstructure and tunnel formwork The modular system of the Doka large-area formwork Top 50 opens up a huge range of uses - from straightforward wall formwork all the way up to travelling tunnel forming carriages and bridge superstructure formwork.

The Doka large-area formwork is adapted using the following additional components: ▪ Universal support Top50 – This is a special support plate for joining the multipurpose walings together. It is "tailor-made" on a project-specific basis.

▪ Together with the multi-purpose walings, Universal struts Top50 and Spindle struts are used to make trussed bearing elements for bridges or largearea travelling formworks.

For more information, see the section headed "Struts".

▪ The Articulated connecting plate A Top50 allows

the elements of the Large-area formwork Top 50 to be continuously adapted to any curvature. This speeds up formwork assembly and eliminates the need for expensive make-up with profiled timber formers.

For more information, see "Acute and obtuse-angled corners".

▪ Universal spindle foot T8 for transferring vertical forces of up to 80 kN.

▪ The T-ledge 21/42 2.00m is a plastic ledge for covering up stripping cracks.

66

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User Information Large-area formwork Top 50

Other possible areas of use

Adjusting plate T The Adjusting plate T makes it possible to set continuous height- and angle adjustments of Top50 elements, e.g. in bridge superstructures.

A

9732-431-01

☞

A

Make sure that the connection plate on the Multi-purpose waling does not collide with the Adjusting plate T!

Multi-purpose waling WS10 and WU12 in detail A

E

C

a

G

C B

Fzul 9732-431-02

α ... max. 23° A B C E G

Adjusting plate T Connecting pin 10cm + Spring cotter 5mm Multi-purpose waling WS10 and WU12 Connection plate of Multi-purpose waling Spindle SW24 (max. adjusting range 107 mm)

Fpermissible = 37 kN Tools needed for operating the spindle: ▪ Reversible ratchet 1/2" ▪ Box nut 24 1/2"

999732002 - 08/2014

67

Other possible areas of use

User Information Large-area formwork Top 50

Bridge superstructure formwork

E

F

B

A C

D

9732-319-01

A B C D E F

Multi-purpose waling Doka beam Spindle strut Bracing Handrail post 1.50m / Handrail post T 1.80m Profiled timber formers

E

A

D

C

G B

F 9732-320-01

A B C D E F G

68

Multi-purpose waling WS10 Top50 Doka beam Spindle strut Bracing Handrail post 1.50m / Handrail post T 1.80m Universal support Top50 Doka load-bearing tower Staxo

999732002 - 08/2014

User Information Large-area formwork Top 50

Other possible areas of use

Tunnel formwork

A

B

9732-321-01

C

D

E F

A Screw-on access bracket B Doka beam C I-girder D Spindle strut E Lowering wedge F Armour-plated roller

A

F

C D

E

G

9732-322-01

B

A B C D E F G H

H

Multi-purpose waling Doka beam Spindle strut Bracing Articulated connecting plate A Top50 Screw-on access bracket e.g. Supporting construction frame Universal F Lowering wedge

999732002 - 08/2014

69

Other possible areas of use

User Information Large-area formwork Top 50

Extra functions provided by the Multi-purpose waling WS10 Top50 The Multi-purpose walings WS10 Top50 are a more advanced version of the Steel walings WS10 Top50 and are ideal for where more flexible adaptation is needed, e.g. on superstructure or tunnel formworks.

Bolted together at right-angles via the rear-located flange holes

Differentiating features, shown with reference to a Multi-purpose waling WS10 Top50 2.50m A

TR551-202-01

A

D

a TR551-207-01

B

C

A Three Ø17 mm flange holes on the rear, at either end of the waling B Ø20 mm holes in the web, along entire length C Three Ø20 mm holes in the web, in the middle of the 107 mm hole-pattern grid D Labelled with Doka logo

a ... 113±2 mm Where the walings are bolted together one across the other, using 4 bolts, we recommend using hexagonal bolts M12x45 and n° 13 limpet washers. If hexagonal bolts M16x45 are needed, we recommend planning to assemble the element on an assembly bench.

A Multi-purpose waling WS10 Top50

Connected to bracing tubes by screw-on couplers

The following features remain unchanged: ▪ "Divisibility" - (arrangement of holes so that there is always one hole exactly half-way along the waling) ▪ Location of the connection plates

B C

TR551-201-01

A

Practical examples Connected to a spindle or strut along a continuous hole-grid.

A Multi-purpose waling WS10 Top50 B Bracing tube C Screw-on couplers

Connected to a spindle or strut via an adapter and the rear-located flange holes TR551-205-01

TR551-204-01

A

A

B

D

a

A Multi-purpose waling WS10 Top50 B Strut

C B

Connected to a Universal spindle foot T8 B

C TR551-203-01

a ... 113±2 mm Where the connection is made via a plate, allowance should be made for the axis tolerance of 113 ±2 mm in the transverse direction. We recommend planning for slotted holes (18x20 mm) in the transverse direction.

A B C D

Multi-purpose waling WS10 Top50 Strut Adapter (special component - project-specific) Hexagonal bolt M16x45 with hexagon nut and washer

A

A Multi-purpose waling WS10 Top50 B Universal spindle foot T8 C Hexagonal bolt M16x45 with hexagon nut and washer (not included with product) 70

999732002 - 08/2014

User Information Large-area formwork Top 50

Other possible areas of use

Utilising self-compacting concrete Advantages: ▪ Concrete is placed from below ▪ No vibrating needed ▪ Walls can be poured up against existing floor-slabs ▪ Little or no soiling of the formwork ▪ Only a small number of pouring platforms are needed

Filler neck GF SCC

The Panel closure tool D125 SCC is mounted on the end of the pump hose.

Functions: ▪ To connect the pump hose to the Filler neck GF SCC ▪ To shut off the pump hose

9732-402-01

The Filler neck GF SCC enables Top 50 formworks to be filled with self-compacting concrete. The concrete is pumped in and forced upward.

▪ Possible thickness of form-ply: 2 - 6 cm ▪ Required centre-to-centre spacing of the adjacent beam-pair: 26.6 cm ▪ Can be fitted between any pair of adjacent beams

Panel closure tool D125 SCC

☞

For more information, please contact your Doka technician.

999732002 - 08/2014

71

Element assembly

User Information Large-area formwork Top 50

Element assembly

Element assembly

To optimise the concrete finish and to ensure that the Doka large-area formwork Top 50 functions at its best, the elements must be assembled correctly and precisely.

Doka beams and walings are quickly assembled into finished elements, using simple connecting devices either on-site or by the Doka "Ready-to-Use" Service.

Placing the walings ➤ Use pins to fix Assembly angles Top50 into the multipurpose walings (the multipurpose walings with connection plates facing upwards).

The assembly angles are used to ensure exact alignment of the Doka beams, and as stop-bars for the formwork sheets.

Assembly bench with stop bars B

There must be a flat assembly bench within reach of the crane, for assembling the formwork elements on. ➤ Attach the end stop-bar for the Doka beams. ➤ Nail on the stop-bars for the multipurpose walings (as per the prescribed spacing of the walings). ➤ Attach the end stop-bar for multipurpose walings.

B E F

C

F

E

9732-417-02

A B E F

A

D

A

Assembly angle Top50 Stop-bar for formwork sheets End stop-bar for multipurpose walings Squared tube 60x60x300mm

➤ Clean the assembly bench. ➤ Place the multipurpose walings, complete with the mounted assembly angles, onto the assembly bench.

9732-412-01

A D C

B

A 9732-412-02

A B C D E F

Assembly bench Stop-bar for multipurpose walings End stop-bar for Doka beams Detachable spacer batten End stop-bar for multipurpose walings Squared tube 60x60x300mm

Removing the detachable spacer batten makes it possible to mount e.g. a bottom plank without having to move the element first.

9732-413-01

A Multi-purpose waling

Use nails to prevent the walings sliding off.

Drilling extra holes in Doka beams ➤ Prepare the required number of Doka beams with such extra holes as are needed. Extra holes must be drilled for lifting-brackets, Universal brackets, Top scaffold brackets and stacking-plates.

9732-233-01

We recommend a carbide-tipped bit for drilling through the Doka beam H 20 P.

72

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User Information Large-area formwork Top 50

Element assembly

Extra protection for the bottom ends of Doka beams H20 eco

➤ Bolt the lifting-bracket into 4 drilled holes.

Tools needed: Reversible ratchet 1/2", Box nut 24, Fork spanner 24

➤ Fasten on a Protective cap H 20 with nails 3.4x50.

Instead of the Protective caps, a bottom plank can be fitted (see "Mounting a bottom plank").

9732-339-01

WARNING ➤ Doka beams which have lifting-brackets mounted to them must be attached to the multipurpose walings by means of threaded joints or flange-clamps.

Simply nailing them only to the Connection plate is not sufficient.

a

Mounting the lifting-brackets

A

a ... 1.0 cm A Protective cap H 20

Distance of outermost hole from edge of beam 9 cm 5 cm

B

B

A

A

a

b

c

c

c

c

9732-379-01

9732-380-01

a ... 20.0 cm b ... 22.4 cm c ... 11.2 cm A Lifting-bracket B Extra drilled holes (diam. 18 mm)

Important note: Be careful to ensure that the Lifting-brackets are mounted in the correct position!

9732-422-02

9732-422-01

☞

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73

Element assembly

User Information Large-area formwork Top 50

Placing and attaching the Doka beams ➤ Fasten on the Doka beams at the desired centres.

Flange-clamp G For fastening the Doka beam anywhere on the waling.

Can also be used on steel girders such as I-girders etc.

Note: First push the flange-clamps onto the Doka beam, and only then place the Doka beam onto the waling.

9732-417-01

Tools needed: ▪ Reversible ratchet 1/2" ▪ Box nut 19 1/2" L c

Flange-clamp H20 – for fastening the Doka beam H20 anywhere on the Multipurpose waling.

When using the Flange clamp H20, make sure that a space of at least 5 cm is left between the form tie and the Doka beam.

☞

Tools needed: ▪ Reversible ratchet 1/2" ▪ Box nut 19 1/2" L ▪ Extension piece 22 cm ➤ Push the Flange-clamps H20 onto the Doka beams. ➤ Before tightening them to the steel waling, make sure that they are centrically positioned. ➤ Gently tighten on one side. Tap the stirrup with a hammer to ensure that the clamp is sitting correctly. ➤ Tighten the clamp on the other side and tap the stirrup with the hammer. ➤ Tighten the first side of the clamp completely. c 9732-341-01

a

c ... bottom of formwork

Clamping ranges [cm] b 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 amin 15.8 15.8 15.0 14.5 13.4 13.2 13.0 13.0 12.8 amax 23.8 23.3 23.2 22.7 22.3 21.9 21.3 20.7 20.0

Clamping ranges [cm] b 4.5 5.0 5.5 6.0 amin 12.3 11.5 11.8 12.0 amax 19.3 18.2 16.8 14.6

Flange claw Also for subsequent fastening of Doka beams or squared timbers to any position on walings and (IPBsection) steel girders.

Tools needed: ▪ Drill bit, diam. 17 mm ▪ Reversible ratchet 1/2" ▪ Box nut 19 1/2" L 9732-342-01

b

WU12 WU14 WU16 ✓ — — ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ — ✓ ✓ — ✓ ✓ — ✓ ✓ —

9732-238-01

WS10 ✓ ✓ ✓ ✓ ✓ ✓ ✓

Flange-clamp H20 Flange-clamp G Flange claw Fastening plate Waling clamp H20 Beam screw S 8/60 Beam screw H 8/70

9732-242-01

Various ways of fastening the Doka beams

b

9732-343-01

a

b 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 amin 17.3 17.1 17.0 16.7 16.3 16.0 15.5 14.8 14.2 amax 29.0 28.9 28.8 28.7 28.6 28.4 28.1 27.7 27.4

b

9732-237-01

Clamping ranges [cm]

a

a ... 13.5 - 16.5 cm b ... 4.0 cm c ... bottom of formwork

Mount the flange clamps with the hexagonal nuts facing downwards (towards the bottom of the formwork). This protects the nuts against soiling during pouring.

74

Clamping ranges [cm] b 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 amin 13.4 12.5 11.4 10.1 10.0 10.0 10.0 10.0 10.0 amax 27.1 26.7 26.0 25.5 25.1 24.4 23.7 23.0 22.2

999732002 - 08/2014

User Information Large-area formwork Top 50

Element assembly

Fastening plate

Waling clamp H20

For formwork elements intended for high numbers of repeat uses, or for providing stiffening reinforcement and for transferring longitudinal forces.

Can only be screwed onto the ends of the waling (in the case of walings of 1.00 m and above), to the left or right of the connection plate, in the flanges.

Tools needed: ▪ Drill bit, diam. 17 mm ▪ Reversible ratchet 1/2" ▪ Box nut 24 1/2" ▪ Fork spanner 24

For clamping Doka beams anywhere onto the waling.

Can also be used for retrofitting beams at a later stage.

Tools needed: ▪ Reversible ratchet 1/2" ▪ Box nut 13 1/2"

9732-337-01

9732-345-01

Beam screws S8/60

Double-headed nails 80mm WARNING ➤ Doka beams which have lifting-brackets mounted to them must be attached to the multipurpose walings by means of threaded joints or flange-clamps.

Simply nailing them only to the Connection plate is not sufficient.

The connection plates serve as stop-bars for the edge beams and can also be used for fixing the beams in place.

Fasten the Doka beam to the connection plate with 4 double-headed nails.

- for screwing Doka beams H20 anywhere onto the Multi-purpose waling.

Tools needed: ▪ Drill bit, diam. 10 mm ▪ Fork spanner 13/17

9732-346-01

9732-240-01

9732-244-01

9732-239-01

9732-344-01

9732-243-01

9732-347-01

9732-336-01

Beam screws H8/70 - for screwing any type of Doka beam to any point on the waling. The hammerhead is for slotting into the oblong holes in the waling.

Positioning rail with hole gauge Top50 This speeds up the work of assembling the elements where beam-screws are being used between the Doka beams and the walings. The hole-gauge plates can be steplessly adjusted in line with the required spacing between the beam-screws.

999732002 - 08/2014

75

Element assembly

User Information Large-area formwork Top 50

Mounting a bottom plank As an alternative to the Protective cap H20, a bottom plank can also be fitted to the bottom ends of the Doka beams. ➤ Remove the detachable spacer batten from the assembly bench. ➤ Fasten the bottom plank to each beam-flange using a 3.1x90 nail.

➤ Nail a supporting board onto the formwork beam. a

B

C

9732-561-01

A

CAUTION ➤ If the lifting-bracket is mounted on the 2nd beam from the outside, the top plank must be supported where it has been recessed.

a ... min. 10 mm (minimum support surface) 9732-414-01

A Bottom plank B Doka beam

C e.g. 200x200 mm board

Fixing the formwork sheets

Mounting the top plank (pressure bracing) CAUTION ➤ There must always be a pressure bracing between the Lifting brackets. ➤ The gap between the two Lifting brackets must be firmly braced, without any play, to prevent any oblique pull being applied to the Doka beams.

This means that the recesses must be profiled very precisely into the web of the beam. ➤ Fasten the top plank (pressure bracing) to each beam-flange using a 3.1x90 nail.

9732-209-02

A

➤ Place the formwork sheets up against the assembly angles and nail them onto each Doka beam. Make sure that the grain of the face layer runs at right angles to the supports (i.e. to the Doka beams).

A

9732-415-01

A Doka formwork sheet

The Strip tensioner B 6.00m presses the joints between the sheets tightly together prior to fixing.

B

A Top plank (pressure bracing) B Lifting-bracket

76

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User Information Large-area formwork Top 50

Element assembly

Drilling the form-tie holes

Angle connector 9x5cm and Rafter plates right / left

➤ Drill as specified in the formwork plan.

Form-tie system 15.0: Ø 20 mm (can be sealed with Universal plug R20/25) Form-tie system 20.0: Ø 24 mm ➤ Seal cut edges, and around holes, with edge varnish.

Can be used for various timber joints such as Doka beams that cross over one another, or joints between Doka beams and squared timbers or profiled timber formers.

Mounting the inside corner with the Corner waling 20 9732-416-01

Mounting profiled timber formers

Doka beams, squared timbers and web boards are screwed together and onto the Corner waling 20 to make a dimensionally stable corner element.

Up to a max. nailing thickness (a) of 5.0 cm, the profiled timber formers can be nailed directly onto the beam.

Where the profiled timber formers are thicker than this, they are nailed from the side through blocks screwed onto the beams. These 'beam-blocks' also prevent the profiled timber formers from tipping over on their sides.

The blocks are cut to size from used Doka beams.

D C

G

B

F

E

D

A

C 9732-334-01

a

B A

A B C D

9732-333-01

A B C D

Doka beam Nailed joint Profiled timber former Beam block

A

Corner waling 20 Doka beam Squared timber 2 timber-former sheets 3-S 31mm or 3 Doka formwork sheets 3-SO 21mm or 3 Dokaplex formwork sheets 21mm E Doka formwork sheet F Countersunk chipboard screw 6x60, partial thread (every 100 mm) G Square bolt M10x90

9732-229-01

C

B

A Beam block screwed onto Doka beam B Profiled timber former nailed onto Doka beam C Profiled timber former nailed onto beam-block

999732002 - 08/2014

77

Element assembly

User Information Large-area formwork Top 50

Doka "Ready-to-Use" Service Ready-to-use formworks - for even the most unusual assignments Whatever it is you need to construct from concrete, the Doka Ready-to-Use Service can put together the right formwork for you - quickly, and in guaranteed Doka quality.

No matter whether you are looking for a special concrete finish or a custom solution for a tunnel or bridge.

The professionals from the Doka Ready-to-Use Service plan and make ready-to-use standard and custom formworks exactly to your specifications.

By delivering "just-in-time", straight to your site, we save space on your site and reduce the amount of planning and assembly work that you have to do.

We'll be pleased to inform you about all that the Doka "Ready-to-Use" Service can do for you. Your local/regional Doka branch would also be happy to draw up a tender for your next project.

78

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User Information Large-area formwork Top 50

Structural design

Structural design

Structural design

Deflection diagrams If the moisture content is higher than shown in the diagrams below, the modulus of elasticity diminishes significantly (i.e. deformation increases), and this is accompanied by a reduction in strength. This, in consequence, means a reduction in the ability to bear loads.

Doka formwork sheets 3-SO Doka textured formwork sheets 3-SO

☞

The grain of the face layer (A) must run at right angles to the supports (B) .

A

9792-210-01

B

21 mm 4.0

10

9732-101

p [kN/m²]

15

L

Deflection [mm]

3.0

L

L

Q

3.5 L

7.5

M 20

2.5 5

25

2.0

30 L/500

1.5

40

1.0

60 100

0.5 20

50

2.5 kN/m²

80

30

40

50

60

70

80

Support centres L [cm] Flexural stiffness EI = 7.82 kNm2/m (15% timber moisture content) M ... permitted bending moment Q ... permitted shear force

27 mm 4.0

9732-102

p [kN/m²] 3.5

Deflection [mm]

3.0

L

L

Q

20

L

L

M

15

25

2.5

30 10

2.0 40

1.5

L/500

50

7.5

60

1.0 100

80

5 2.5 kN/m²

0.5 20

30

40

50

60

70

80

Support centres L [cm] Flexural stiffness EI = 15.4 kNm2/m (15% timber moisture content) M ... permitted bending moment Q ... permitted shear force

999732002 - 08/2014

79

Structural design

User Information Large-area formwork Top 50

Dokaplex formwork sheets

3.0

The fibre direction of the face ply relative to the supports is of no significance.

L

25

9732-103

20

15

p [kN/m²] L

L

Q

L

Deflection [mm]

10

30

2.5 L

M

7.5

40

Q

15

M

L

L

L 40

2.0

10

1.5

7.5

50

L/500

1.0 60

0.5

50

1.5

5

80 2.5 kN/m²

5

20

L/500

1.0

60

30

50

60

Support centres L [cm]

2.5 kN/m²

30

40

50

60

21 mm - detail view

Support centres L [cm] Flexural stiffness EI = 3.1 kNm2/m (15% timber moisture content) M ... permitted bending moment Q ... permitted shear force

1.0 9732-120

18 mm - detail view

0.7

0.9

60

p [kN/m²]

0.8

M

0.7

L

L

L

40

L Q

0.6

L

L

60

L Q

M

0.6 0.5

50 40

80

0.4

30

L/500

0.3

25 20

100

0 10

20

80

0.3

15 10

0.1

25

L/500

0.4

L

0.2 30

0.5

Deflection [mm]

50

0.9

p [kN/m²]

0.8

1.0 9732-119

7.5 5.0 2.5

12

14

16

18

20

22

24

26

28

15

0.2

12

14

16

Support centres L [cm]

10

100

7.5 5.0 2.5

0.1 0 10

40

Flexural stiffness EI = 4.7 kNm2/m (15% timber moisture content) M ... permitted bending moment Q ... permitted shear force

20

Deflection [mm]

20

2.0

0.5

18

20

22

24

26

28

Support centres L [cm] Flexural stiffness EI = 3.1 kNm2/m (15% timber moisture content) M ... permitted bending moment Q ... permitted shear force

80

25

2.5

18 mm 3.0

30

9732-104 p [kN/m²]

Deflection [mm]

☞

21 mm

30

Flexural stiffness EI = 4.7 kNm2/m (15% timber moisture content) M ... permitted bending moment Q ... permitted shear force

9mm The Dokaplex formwork sheet 9mm is only used for facing profiled timber formers, e.g. as a simple way of forming curved surfaces.

999732002 - 08/2014

30

User Information Large-area formwork Top 50

Structural design

Xlife sheets 21mm The deflection characteristics of the Xlife sheet in the longitudinal are different from those in the transverse direction. The only way to tell which is the longitudinal and which is the transverse direction is by the direction of the lettering on the formwork sheets.

For the purpose of the following diagrams, then, be sure to know which way round the Xlife sheets are placed in relation to the supports (e.g. Doka beams).

Lettering falling from left to right (Xlife sheet sideways)

Lettering rising from left to right (Xlife sheet in the upright)

B 9732-403-01

9732-404-01

B A

A Support B Lettering on formwork sheet

A Support B Lettering on formwork sheet

30 25

9732-117

20

15

10

4.0

7.5

3.5

3.5 L

L

L

M

5

60 L/500

80

1.5

100

2.5 kN/m²

1.0

7.5

5

L

L

L 25

M

2.5

30 2.5 kN/m²

2.0 L/500

40

1.5

50 60

1.0

80 100

0.5

0.5 20

L

3.0

50

2.5 2.0

10

20

40

L

Deflection [mm]

Deflection [mm]

3.0

15

9732-118

p [kN/m²]

p [kN/m²]

30

40

50

60

70

Support centres L [cm] Flexural stiffness EI = 4.97 kNm2/m (15% timber moisture content) M ... Permitted bending moment

20

80

30

40

50

60

70

80

Support centres L [cm] Flexural stiffness EI = 3.1 kNm2/m (15% timber moisture content) M ... Permitted bending moment

Doka beam H20

16

2.5 3

9732-105

2

14

p [kN/m]

Deflection [mm]

12

3.5 4

L

4.5 5

10 Q

4.0

A

8

M

☞

1.5

L/500 1

7.5

6 10

4

0.5 kN/m

2 0

40

0

30

20

1.0

15

2.0

3.0

4.0

5.0

Support centres L [m] M ... permitted bending moment Q ... permitted shear force p ... actual load (service load) 999732002 - 08/2014

81

Structural design

User Information Large-area formwork Top 50

Top 50 elements Doka beam H20

Formwork height 2.70 m

Formwork height 1.90 m hs

135

270 hs

180

100

190

Bk

265

Bk

Ak

40

45

Ak

9732-560-03

ϭhk,max

9732-560-01

ϭhk,max

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Bk [kN/m] Waling load Ak [kN/m]

30

40

50

60

71 0.3 0.4 12 27

63 0.2 0.4 11 33

62 0.1 0.3 11 35

-

70 80 -

-

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Bk [kN/m] Waling load Ak [kN/m]

50

60

54 0.7 0 30 34

41 0.7 0 31 45

35 0.6 0 31 54

33 0.5 0 31 59

-

Ak

45

9732-560-02

ϭhk,max

9732-560-04

82

-

160

300

290

hs 120 45

Ak

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Bk [kN/m] Waling load Ak [kN/m]

70 80

hs

Bk

Bk

245

40

Formwork height 3.00 m

Formwork height 2.50 m

250

30

30

40

50

60

70

80

63 0.7 0 30 34

48 0.7 0 31 45

42 0.6 0 31 54

41 0.5 0 31 59

-

-

ϭhk,max

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Bk [kN/m] Waling load Ak [kN/m]

30

40

50

60

70

80

47 35 1.5 1.6 0 0 35 38 37 50

29 1.5 0 40 60

26 1.3 0 39 69

26 1.2 0 39 73

-

999732002 - 08/2014

User Information Large-area formwork Top 50

Structural design

Formwork height 3.40 m

Formwork height 4.00 m

Ck

400

390

120

hs

Bk

45

120

Ak

130

hs

120 Bk

330

340

Ck

Ak

9732-560-06

45

ϭhk,max

9732-560-09

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Ck [kN/m] Waling load Bk [kN/m] Waling load Ak [kN/m]

30

40

54 0.3 0.1 15 39 31

44 0.3 0.1 14.4 49 41

50

60

70

36 31 28 0.3 0.3 0.3 0.1 0.1 0.1 14 13.6 13.7 55 56 56 52 62 71

ϭhk,max

80 27 0.2 0.3 13.9 55 75

Formwork height 3.70 m

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Ck [kN/m] Waling load Bk [kN/m] Waling load Ak [kN/m]

30

40

50

60

70

80

52 0.4 0.3 30 41 31

39 0.4 0.1 32 55 41

33 0.4 0.1 32 66 52

28 0.3 0.1 31 74 63

26 0.4 0.1 31 77 74

23 0.4 0.2 34 74 84

Formwork height 4.60 m

hs

Ck

hs

120

360

370

120

Dk

Bk

120

460

Ak

450

120

Ck

45

Bk

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Ck [kN/m] Waling load Bk [kN/m] Waling load Ak [kN/m]

120

ϭhk,max

30

40

50

60

70

80

57 0.3 0.2 25 38 31

44 0.3 0.1 26 50 41

35 0.3 0.1 25 59 52

31 0.3 0.2 25 56 56

26 0.3 0.2 25 65 73

25 0.3 0.2 25 64 80

999732002 - 08/2014

Ak

45

9732-560-08

9732-560-10

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Dk [kN/m] Waling load Ck [kN/m] Waling load Bk [kN/m] Waling load Ak [kN/m]

ϭhk,max

30

40

50

60

70

80

55 0.4 0.1 15 39 37 31

44 0.3 0.1 15 47 49 41

35 0.2 0.1 14 53 62 51

29 0.3 0.1 14 54 74 62

25 0.3 0.1 14 54 84 72

22 0.3 0.1 14 53 90 83

83

Structural design

User Information Large-area formwork Top 50

Formwork height 5.00 m

Formwork height 6.00 m

Dk

155

120

hs

hs

Dk

155

600

Bk

590

490

Ck

120

500

Ck

120

Bk

45

150

Ak 9732-560-11

ϭhk,max

45

Ak

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Dk [kN/m] Waling load Ck [kN/m] Waling load Bk [kN/m] Waling load Ak [kN/m]

84

30

40

50

60

70

80

60 0.3 0.8 29 36 37 31

44 0.3 0.5 30 48 49 41

35 0.2 0.4 30 57 62 52

29 0.3 0.4 29 62 77 62

25 0.3 0.4 29 64 87 72

22 0.3 0.4 29 64 96 83

9732-560-12

ϭhk,max

Perm. fresh-concrete pressure ϭhk,max [kN/m2] Beam centres [cm] Max. span deflection [mm] Max. cantilever deflection [mm] Waling load Dk [kN/m] Waling load Ck [kN/m] Waling load Bk [kN/m] Waling load Ak [kN/m]

30

40

50

60

44 33 0.7 0.7 0 0 32 34 48 65 48 64 34 45

27 0.6 0 35 79 80 56

22 19 15 0.6 0.6 0.6 0 0 0 35 34 38 89 95 95 97 114 129 67 78 90

999732002 - 08/2014

70

80

User Information Large-area formwork Top 50

Structural design

Multi-purpose waling WS10 Top50 or Steel waling WS10 Top50 Length [m] Spacing of form-ties on standard elements

0.75* 20

35

50

75

90

115

95

115

55

140

55

82,5

55

95

82,5

95

120

120

84

84

84

76

86

76

95

76

86

76

87

76

90

76

87

76

88

76

97

76

93

75

102

55

4.00 100

90

100

55

4.50 112

116

112

55

5.00 132,5

125

132,5

55

5.50 55

96

55

3.50

55

154

55

3.00

55

205

55

2.75

55

184

55

2.50

55

295

52,5

2.25 55

185

30

2.00 52,5

369

30

1.75 30

216

25

1.50 30

577

25

1.25 25

Characteristic anchor force [kN]

20

1.00* 25

Max. perm. waling load [kN/m]

105

115

115

105

55

9732-323-01

6.00 55

115

130

130

115

55

*) Normally only used as a compensating element, with one central form-tie

999732002 - 08/2014

85

Structural design

User Information Large-area formwork Top 50

Struts Fixed struts

Spindle struts

B

Min. angle  between strut and waling = 30°

B

9732-331-01

A

9732-332-01

A

9732-330-01

B

9732-331-01

B

A

A

Min. angle  between strut and waling = 30°

A Strut

A Spindle strut

B Bracing

B Bracing

Universal strut T5/5 .....mm 70 A

70

40

B

30

C D

20 10 0

0,5

1,0

1,5

2,0

F G

D E

50 40 30 20

9732-109

A

Permitted load [kN]

50

9732-107

Permitted load [kN]

60

0

B C

60

10 0 1,0

2,0

3,0

4,0

5,0

Length of strut [m]

Length of strut [m]

Spindle strut T6 100/150cm Spindle strut T7 150/200cm Spindle strut T7 200/250cm Spindle strut T7 250/300cm Spindle strut T7 305/355cm Spindle strut T10 350/400cm Spindle strut T10 ....mm (specify min. length of strut)

100 90 80 70 60 50 40 30 20 10 0 0,6

A B C 9732-116

A B C D E F G

Permitted load [kN]

A With no bracing on the strut Ensure that the parallel frame sections are adequately braced!

B With bracing on the strut C With bracing on the strut + 2% longitudinal bridge slope D With bracing on the strut + 4% longitudinal bridge slope

0,8

1,0

1,2

1,4

Length of strut [m] A B C D

86

7,0

6,0

2,5

Spindle strut T6 73/110cm Spindle strut GS T5 65/101cm Spindle strut GS T6 95/140cm Spindle strut GS T7 109/166cm

999732002 - 08/2014

1,6

User Information Large-area formwork Top 50

General remarks

General remarks

General remarks

Top 50 combined with . . .

Doka folding platforms

Doka climbing formwork MF240

The high capacity of these working and safety scaffolds means that the formwork can safely be stood on the folding platforms.

Adding a few standard parts converts a working platform into a climbing formwork unit which can be shifted as a complete form and access-platform in one single operation.

This makes work at great heights faster and more efficient.

Climbing formwork MF240 proves its versatility on all tall structures. The formwork and climbing scaffold are linked together as a single unit which can be repositioned in one single crane cycle.

D

C A

9732-315-01

B

A B C D

Follow the directions in the 'Climbing formwork MF240' User Information booklet!

Top 50 element Folding platform K, A or B Panel strut Universal bracket

Follow the directions in the "Folding platform K" and "Climbing formwork K" User Information booklets!

999732002 - 08/2014

87

General remarks

User Information Large-area formwork Top 50

Doka automatic climbing formwork

Doka dam formwork

With their modular design concept, these crane-independent automatic climbing formwork systems provide an efficient solution for every type of structure.

Doka dam formwork is used for building mass concrete structures that have to be constructed in several casting sections, such as dams, barrages and navigation locks etc.

The pressure of the fresh concrete is transferred into the previous casting section by the climbing scaffold, meaning that no form-ties are needed.

F

F

A A

C

E

B

E C

D

9732-317-01

B

A B C D E F

88

Top 50 element Automatic climber SKE50 Climbing bracket MF240 Suspended platform SKE/MF 425 Travelling unit MF Screw-on access bracket MF75

9732-316-01

D

A B C D E F

Top 50 element Cantilever bracket Vertical waling Suspended platform Spindle strut Screw-on access bracket MF75

999732002 - 08/2014

User Information Large-area formwork Top 50

General remarks

Doka supporting construction frames The Doka supporting construction frame Universal F or Doka supporting construction frame Variabel also enable the sturdy elements to be used as singlesided wall formwork.

A

B

C D E

9732-318-01

A B C D E

Top 50 element Supporting construction frame Universal F 4.50m Attachable frame F 1.50m Bracing Tension anchoring

Follow the directions in the â&#x20AC;&#x153;Doka supporting construction framesâ&#x20AC;? User Information!

999732002 - 08/2014

89

General remarks

User Information Large-area formwork Top 50

Platform system Xsafe plus

Safe working

These pre-assembled, fold-out working platforms with their integral side railings, self-closing manhole lids and integrable ladders are ready for immediate use and greatly improve workplace safety.

the platform

▪ integrable ladder system An economical solution

Easy to use ▪ pre-assembled, fold-out working platforms ▪ time and cost-savings as so little assembly work is ▪

▪ high safety, as side and end guards are integrated in

needed system accessories for closure gaps and corner transitions

▪ its perfect stackability cuts storage and freight costs ▪ simplified planning, from using a single platform concept for all Doka wall systems

▪ much quicker and more efficient than single brackets

9732-525-01

Follow the directions in the 'Platform system Xsafe plus' User Information booklet!

90

999732002 - 08/2014

User Information Large-area formwork Top 50

General remarks

Fall-arrest systems on the structure Handrail post XP 1.20m

Handrail clamp T

▪ Attached with Screw-on shoe XP, railing clamp,

▪ Fixed in embedded anchoring components or

▪

▪

a

reinforcement hoops Guard-rail boards or scaffold tubes can be used as the safety barrier

9755-205-01

98031-200-01

a

Handrail-post shoe or Step bracket XP Protective grating XP, guard-rail boards or scaffold tubes can be used as the safety barrier

geprüfte Sicherheit

geprüfte Sicherheit

a ... > 1.00 m

a ... > 1.00 m

Follow the directions in the "Handrail clamp T" User Information!

Follow the directions in the "Edge protection system XP" User Information booklet!

Handrail clamp S

Handrail post 1.10m

▪ Attached with integral clamp ▪ Guard-rail boards or scaffold tubes can be used as

▪ Fixed in a Screw sleeve 20.0 or Attachable sleeve ▪

9771-200-01

9756-206-01

a

a

the safety barrier

24mm Guard-rail boards or scaffold tubes can be used as the safety barrier

geprüfte Sicherheit

geprüfte Sicherheit

a ... > 1.00 m

a ... > 1.00 m

Follow the directions in the “Handrail clamp S” User information!

999732002 - 08/2014

Follow the directions in the "Handrail post 1.10m" User Information!

91

General remarks

User Information Large-area formwork Top 50

Doka multi-trip packaging Utilise the benefits of Doka multi-trip packaging on your site.

Multi-trip packaging such as containers, stacking pallets and skeleton transport boxes keep everything in place on the site, minimise time wasted searching for parts, and streamline the storage and transport of system components, small items and accessories.

Doka skeleton transport box 1.70x0.80m

Using Doka skeleton transport boxes 1.70x0.80m as transport devices Lifting by crane ➤ Only lift the boxes when their sidewalls are closed!

☞ ▪▪ ▪

Multi-trip packaging items may only be lifted one at a time.

Use a suitable lifting chain (e.g. Doka 4-part chain 3.20m).

Do not exceed the permitted load-bearing capacity.

Spread-angle  max. 30°!

9234-203-01

Repositioning by forklift truck or pallet stacking truck Storage and transport devices for small items: ▪ durable ▪ stackable

The forks can be inserted under either the broadside or the narrowside of the containers.

Suitable transport appliances: ▪ crane ▪ pallet stacking truck ▪ forklift truck To make the "Doka skeleton transport box" easier to load and unload, one of its sidewalls can be opened.

Max. load: 700 kg Permitted imposed load: 3150 kg

☞▪ ▪

Multi-trip packaging items that each contain very different loads must be stacked with the heaviest ones at the bottom and the lightest ones at the top!

Rating plate must be in place and clearly legible

Using Doka skeleton transport boxes 1.70x0.80m as storage units Max. n° of boxes on top of one another Outdoors (on the site) Floor gradient up to 3% 2 It is not allowed to stack empty pallets on top of one another!

92

Indoors Floor gradient up to 1% 5

999732002 - 08/2014

User Information Large-area formwork Top 50

General remarks

Doka multi-trip transport box 1.20x0.80m galv.

Possible ways of dividing the box Multi-trip transport box partition 1.20m 0.80m

Lengthways

Crossways

max. 3 partitions -

max. 3 partitions

Tr755-200-04

Tr755-200-05

Using Doka multi-trip transport boxes as storage units Max. n° of boxes on top of one another Outdoors (on the site) Floor gradient up to 3% 3 It is not allowed to stack empty pallets on top of one another!

Storage and transport devices for small items: ▪ durable ▪ stackable Suitable transport appliances: ▪ crane ▪ pallet stacking truck ▪ forklift truck

Using Doka multi-trip transport boxes as transport devices

Max. load: 1500 kg Permitted imposed load: 7900 kg

☞▪ ▪

Indoors Floor gradient up to 1% 6

Lifting by crane

Multi-trip packaging items that each contain very different loads must be stacked with the heaviest ones at the bottom and the lightest ones at the top!

Rating plate must be in place and clearly legible

☞ ▪▪ ▪

Multi-trip packaging items may only be lifted one at a time.

Use a suitable lifting chain (e.g. Doka 4-part chain 3.20m).

Do not exceed the permitted load-bearing capacity.

Spread-angle  max. 30°!

Multi-trip transport box partition Different items in the Multi-trip transport box can be kept separate with the Multi-trip transport box partitions 1.20m or 0.80m.

Tr755-200-02

A

9206-202-01

Repositioning by forklift truck or pallet stacking truck A Slide-bolt for fixing the partition

999732002 - 08/2014

The forks can be inserted under either the broadside or the narrowside of the containers.

93

General remarks

User Information Large-area formwork Top 50

Doka stacking pallet 1.55x0.85m and 1.20x0.80m Storage and transport devices for long items: ▪ durable ▪ stackable Suitable transport appliances: ▪ crane ▪ pallet stacking truck ▪ forklift truck The Bolt-on caster set B turns the stacking pallet into a fast and manoeuvrable transport trolley.

Follow the directions in the "Bolt-on castor set B" Operating Instructions!

Using Doka stacking pallets as transport devices Lifting by crane

☞ ▪▪ ▪ ▪ ▪

▪

Multi-trip packaging items may only be lifted one at a time.

Use a suitable lifting chain (e.g. Doka 4-part chain 3.20m).

Do not exceed the permitted load-bearing capacity.

Load the items centrically.

Fasten the load to the stacking pallet so that it cannot slide or tip out.

When lifting stacking pallets to which Bolt-on castor sets B have been attached, you must also follow the directions in these Operating Instructions!

Spread-angle  max. 30°!

=

= a

Max. load: 1100 kg Permitted imposed load: 5900 kg

☞▪ ▪

Multi-trip packaging items that each contain very different loads must be stacked with the heaviest ones at the bottom and the lightest ones at the top!

Rating plate must be in place and clearly legible

Using Doka stacking pallets as storage units

92815-224-01

Doka stacking pallet 1.55x0.85m Doka stacking pallet 1.20x0.80m

a max. 4.0 m max. 3.0 m

Repositioning by forklift truck or pallet stacking truck

☞ ▪▪

Load the items centrically.

Fasten the load to the stacking pallet so that it cannot slide or tip out.

Max. n° of units on top of one another Outdoors (on the site) Floor gradient up to 3% 2 It is not allowed to stack empty pallets on top of one another!

☞▪

94

Indoors Floor gradient up to 1% 6

How to use with bolt-on castor set: Always apply the fixing brake when the container is "parked".

When Doka stacking pallets are stacked, the bottom pallet must NOT be one with a bolt-on caster set mounted to it.

999732002 - 08/2014

User Information Large-area formwork Top 50

General remarks

Doka accessory box

Doka accessory box as transport devices

Storage and transport devices for small items: ▪ durable ▪ stackable

Lifting by crane

Suitable transport appliances: ▪ crane ▪ pallet stacking truck ▪ forklift truck The Doka accessory box is the tidy, easy-to-find way of storing and stacking all interconnection and form-tie components.

The Bolt-on caster set B turns the stacking pallet into a fast and manoeuvrable transport trolley.

☞ ▪▪ ▪

▪

Multi-trip packaging items may only be lifted one at a time.

Use a suitable lifting chain (e.g. Doka 4-part chain 3.20m).

Do not exceed the permitted load-bearing capacity.

When lifting stacking pallets to which Bolt-on castor sets B have been attached, you must also follow the directions in these Operating Instructions!

Spread-angle  max. 30°!

Follow the directions in the "Bolt-on castor set B" Operating Instructions!

92816-206-01

Repositioning by forklift truck or pallet stacking truck The forks can be inserted under either the broadside or the narrowside of the containers.

Max. load: 1000 kg Permitted imposed load: 5530 kg

☞

▪ Multi-trip packaging items that each contain

▪

very different loads must be stacked with the heaviest ones at the bottom and the lightest ones at the top!

Rating plate must be in place and clearly legible

Bolt-on castor set B The Bolt-on caster set B turns the stacking pallet into a fast and manoeuvrable transport trolley.

Suitable for drive-through access openings > 90 cm.

Doka accessory boxes as storage units Max. n° of boxes on top of one another Outdoors (on the site) Floor gradient up to 3% 3 It is not allowed to stack empty pallets on top of one another!

☞

Indoors Floor gradient up to 1% 6

▪ How to use with bolt-on castor set:

The Bolt-on caster set B can be mounted to the following multi-trip packaging items: ▪ Doka accessory box ▪ Doka stacking pallets Follow the directions in the Operating Instructions!

Always apply the fixing brake when the container is "parked".

When Doka accessory boxes are stacked, the bottom box must NOT be one with a bolton castor set mounted to it.

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General remarks

User Information Large-area formwork Top 50

Cleaning Cleaning

Cleaning equipment

☞

High-pressure spray cleaner

Important note: Do not use any chemical cleaning agents!

Immediately after pouring ➤ Remove any blobs of concrete from the back-face of the formwork, using water (without any added sand).

Immediately after stripping out the formwork ➤ Clean the formwork with a high-pressure spray cleaner and a scraper.

Cleaning high formwork: Provide a service tower at a suitable cleaning location.

▪ Wheel-around scaffold DF (up to a formwork height of 4.00 m) ▪ Working scaffold Modul (up to a formwork height of 6,70 m) ▪ Load-bearing tower Staxo 40 (for formwork of over 6.70 m in height)

9732-227-01

Observe the following points: ▪ Appliance pressure rating: 200 to max. 300 bar ▪ Keep the water-jet the correct distance from the formwork, and move it at the right speed: - The higher the pressure, the further away from the formwork you must keep the jet and the faster you must move it across the surface.

98038-272-01

96

999732002 - 08/2014

User Information Large-area formwork Top 50

General remarks

Concrete scraper For removing any concrete remnants, we recommend using a Double scraper Xlife and a spatula.

9727-015

Functional description:

Tr741-200-02

A

B

Tr741-200-01

A Blade for dealing with heavy soiling B Blade for dealing with slight soiling

Note: Do not use any pointed or sharp objects, wire brushes, rotating grinding disks or pan scourers.

Release agents Before every pour â&#x17E;¤ Apply release agent to the formwork sheet and the end faces extremely thinly, evenly and in a continuous layer (make sure there are no traces of release-agent running down the formwork sheet)!

Applying too much release agent will spoil the concrete finish.

To determine the right dosage and to make sure that you are using the agent correctly, test it on less important parts of the structure first.

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97

Component overview

User Information Large-area formwork Top 50 [kg]

Article n°

10.2 14.9 19.6 24.7 29.7 35.0 38.9 44.2 48.7 54.2 60.2 68.4 79.4 89.1 102.0 112.4 118.0

580001000 580002000 580003000 580004000 580005000 580006000 580007000 580008000 580009000 580010000 580011000 580012000 580013000 580014000 580015000 580016000 580017000

[kg]

Article n°

24.0 26.5 35.0 44.5 53.0 67.0 72.1 86.0 89.9 107.0

582875000 582876000 582877000 582878000 582879000 582880000 582881000 582882000 582883000 582888000

Component Article [kg] n° overview

Multi-purpose waling WS10 Top50 0.50m Multi-purpose waling WS10 Top50 0.75m Multi-purpose waling WS10 Top50 1.00m Multi-purpose waling WS10 Top50 1.25m Multi-purpose waling WS10 Top50 1.50m Multi-purpose waling WS10 Top50 1.75m Multi-purpose waling WS10 Top50 2.00m Multi-purpose waling WS10 Top50 2.25m Multi-purpose waling WS10 Top50 2.50m Multi-purpose waling WS10 Top50 2.75m Multi-purpose waling WS10 Top50 3.00m Multi-purpose waling WS10 Top50 3.50m Multi-purpose waling WS10 Top50 4.00m Multi-purpose waling WS10 Top50 4.50m Multi-purpose waling WS10 Top50 5.00m Multi-purpose waling WS10 Top50 5.50m Multi-purpose waling WS10 Top50 6.00m Mehrzweckriegel WS10 Top50

Multi-purpose waling SL-1 WU16 0.625m Multi-purpose waling SL-1 WU16 0.75m Multi-purpose waling SL-1 WU16 1.00m Multi-purpose waling SL-1 WU16 1.25m Multi-purpose waling SL-1 WU16 1.50m Multi-purpose waling SL-1 WU16 1.75m Multi-purpose waling SL-1 WU16 2.00m Multi-purpose waling SL-1 WU16 2.25m Multi-purpose waling SL-1 WU16 2.50m Multi-purpose waling SL-1 WU16 3.00m Mehrzweckriegel SL-1

Painted blue

Painted blue

Corner waling 20

23.5 580031000

Eckriegel 20

Multi-purpose waling WU12 Top50 1.00m Multi-purpose waling WU12 Top50 1.25m Multi-purpose waling WU12 Top50 1.50m Multi-purpose waling WU12 Top50 1.75m Multi-purpose waling WU12 Top50 2.00m Multi-purpose waling WU12 Top50 2.50m Multi-purpose waling WU12 Top50 3.00m Multi-purpose waling WU12 Top50 3.50m Multi-purpose waling WU12 Top50 4.00m Mehrzweckriegel WU12 Top50

25.3 32.0 37.5 44.2 50.0 63.1 75.7 90.7 103.4

580018000 580019000 580020000 580021000 580022000 580023000 580024000 580025000 580026000

10.4 15.4 20.2 25.0 30.3 35.8 40.2 46.1 51.0 56.1 60.4 71.5 82.1 92.2 102.0 112.4 122.2

580038000 580039000 580040000 580041000 580042000 580043000 580044000 580045000 580046000 580047000 580048000 580050000 580052000 580054000 580056000 580058000 580060000

Painted blue Leg length: 52 cm

Shaft corner waling WS10 Top50 .....m Eckwandriegel WS10 Top50 .....m

Painted blue Project-specific!

Also available in profiles of thickness U120 (Order designation: WU12).

Painted blue

Steel waling WS10 Top50 0.50m Steel waling WS10 Top50 0.75m Steel waling WS10 Top50 1.00m Steel waling WS10 Top50 1.25m Steel waling WS10 Top50 1.50m Steel waling WS10 Top50 1.75m Steel waling WS10 Top50 2.00m Steel waling WS10 Top50 2.25m Steel waling WS10 Top50 2.50m Steel waling WS10 Top50 2.75m Steel waling WS10 Top50 3.00m Steel waling WS10 Top50 3.50m Steel waling WS10 Top50 4.00m Steel waling WS10 Top50 4.50m Steel waling WS10 Top50 5.00m Steel waling WS10 Top50 5.50m Steel waling WS10 Top50 6.00m Stahlwandriegel WS10 Top50

Angular waling WS10 Top50 .....m Winkelriegel WS10 Top50 .....m

Flange clamp H20

1.0 580135000

Flanschklammer H20

Galvanised Width: 13 cm Width-across: 19 mm

Flange clamp G

1.1 580120000

Flanschklammer G

Stahlwandriegel WU12 Top50

Painted blue

98

25.3 31.6 37.9 44.2 50.5 63.1 75.7 88.4

580085000 580086000 580087000 580088000 580089000 580091000 580092000 580093000

21.5 580068000

Painted blue Project-specific!

Also available in profiles of thickness U120 (Order designation: WU12).

Painted blue

Steel waling WU12 Top50 1.00m Steel waling WU12 Top50 1.25m Steel waling WU12 Top50 1.50m Steel waling WU12 Top50 1.75m Steel waling WU12 Top50 2.00m Steel waling WU12 Top50 2.50m Steel waling WU12 Top50 3.00m Steel waling WU12 Top50 3.50m

20.5 580069000

Galvanised Width: 13 cm Width-across: 19 mm

Flange claw

1.0 580137000

Flanschkralle

Galvanised Width: 17 cm Width-across: 19 mm

999732002 - 08/2014

User Information Large-area formwork Top 50

Component overview [kg]

Waling clamp H20

Article n°

0.22 580114000

Riegelklammer H20

[kg] Adjustable waling extension 1.40m Top50 Ausgleichslasche 1,40m Top50

Galvanised Width: 8 cm Width-across: 13 mm

Beam screw S 8/60

Article n°

15.0 580075000

Painted blue

0.06 580116000

Riegelverschraubung S 8/60 Galvanised Length: 7 cm Width-across: 13 mm

Beam screw H 8/70

Adjustable waling extension FF20/50 Ausgleichslasche FF20/50

Painted blue Length: 87 cm

0.06 580117000

Riegelverschraubung H 8/70

9.1 587532000

Galvanised Length: 8 cm Width-across: 13 mm

Fastening plate

2.7 580110000

Anschraublasche

Protective cap H20

Anchoring plate FF20/50

6.6 587531000

Ankerungslasche FF20/50

Galvanised Length: 20 cm Width: 7 cm

Lifting bracket

1.2 580081000 Painted blue Height: 15 cm

0.36 587248000

Stirnschuh H20

Beam clamp Top50 Trägerklammer Top50

Painted blue Width: 13 cm Height: 15 cm

Painted blue Length: 55 cm

6.2 580460000

Kranöse

Half splice plate

Galvanised Height: 59 cm

Splice plate Top50 Z

Painted blue Length: 78 cm

8.5 580074000

Verbindungslasche Top50 Z

5.2 580267000

Halblasche

Painted blue Length: 76 cm

Splice plate with join adjustment

Verbindungslasche mit Fugenjustierung Painted blue Length: 76 cm

Offset plate FF20

6.2 587534000

Versatzlasche FF20

Formwork element connector FF20/50 Elementverbinder FF20/50

Painted blue Length: 35 cm Width: 18 cm Height: 4 cm

6.3 587530000

Painted blue Length: 55 cm

Internal angle plate H20 Top50 Formwork element connector FF20/50 Z Elementverbinder FF20/50 Z

Painted blue Length: 55 cm

999732002 - 08/2014

6.0 587533000

13.8 580215000

Innenecklasche H20 Top50

11.3 580035000

Painted blue Length: 80 cm Width: 38 cm

99

Component overview

User Information Large-area formwork Top 50 [kg]

Corner plate H20/H36 Top50

Article n°

10.0 580078000

Ecklasche H20/H36 Top50

[kg] Articulated conn. plate A Top50 ..... degrees Gelenklasche A Top50 ..... Grad

Swivel joint plate

20.0 587542000

Drehgelenklasche

Galvanised Length: 155 cm

9.6 580262000

Verschiebelasche

20.0 580208000

Galvanised Leg length: 36 cm

Painted blue Length: 49.7 cm Width: 45.1 cm

Shaft waling squaring plate

Article n°

Painted blue Leg length: 60 cm

Connecting pin 10cm

0.34 580201000

Verbindungsbolzen 10cm

Transition plate 18mm Transition plate 21mm

Galvanised Length: 14 cm

16.0 588654000 15.8 588656000

Übergangslasche

Painted blue Length: 54 cm Width: 30 cm Height: 51 cm

Waling connector SL-1 WU16 0.75m

Riegelverbinder SL-1 WU16 0,75m Galvanised Length: 75 cm

Corner spindle

Connecting pin 25cm Galvanised Length: 25 cm

31.0 582886000

Winkellasche 90/50

Stacking plate H20

8.3 580310000

Aufstocklasche H20

Galvanised Length: 68.8 cm

13.8 580603000

Painted blue Length: 51 cm Width: 40 cm

Universal angle tie bracket

0.05 580204000 Galvanised Length: 13 cm

Galvanised Length: 65 cm Height: 31 cm

Corner connecting plate 90/50

Spring cotter 5mm Federvorstecker 5mm

17.5 580264000

Eckspindel

0.58 580202000

Verbindungsbolzen 25cm

Inside corner plate 3.00m Inside corner plate 4.00m

53.0 580282000 69.0 580284000

Eckschiene

Powder-coated, blue

4.4 580604000

Universal-Winkelspanner

Painted blue Length: 20 cm

Angle tie bracket 20.0 SL-1 WU16 Winkelspanner 20,0 SL-1 WU16

8.1 587543000

Painted blue Length: 24 cm

100

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User Information Large-area formwork Top 50

Component overview [kg]

Joint plate 3.00m Joint plate 4.00m

Article n째

36.8 580332000 51.2 580334000

Ausgleichsschiene

Powder-coated, blue

[kg]

Article n째

Panel strut 540 IB

41.4 580366000

(A) Plumbing strut 540 IB

30.7 588697000

Elementst체tze 540 IB consisting of:

Galvanised Length: 310.5 - 549.2 cm

(B) Adjusting strut 220 IB

10.9 588251500

Galvanised Length: 172.5 - 221.1 cm Galvanised Delivery condition: folded closed

A

T ledge 21/42 2.00m

B

0.34 580196000

T-Leiste 21/42 2,00m

Grey

Eurex 60 550

Eurex 60 550 depending on length, comprising:

(A) Plumbing strut Eurex 60 550

Panel strut 340 IB

24.3 580365000

Elementst체tze 340 IB consisting of:

(A) Plumbing strut 340 IB

16.7 588696000

Galvanised Length: 190.8 - 341.8 cm

(B) Extension Eurex 60 2.00m

7.6 588248500

Galvanised Length: 81.5 - 130.6 cm Galvanised Delivery condition: folded closed

8.6 582652000

Aluminium Length: 100 cm Diameter: 12.8 cm

(D) Connector Eurex 60 IB

4.2 582657500

Galvanised Length: 15 cm Width: 15 cm Height: 30 cm

(E) Plumbing strut shoe Eurex 60 EB A

8.0 582660500

Galvanised Length: 31 cm Width: 12 cm Height: 33 cm

(F) Adjusting strut 540 Eurex 60 IB B

21.3 582651000

Powder-coated, blue Aluminium Length: 250 cm

(C) Coupler Eurex 60

(B) Adjusting strut 120 IB

42.5 582658000

Powder-coated, blue Aluminium Length: 343 - 553 cm

27.8 582659500

Galvanised Length: 303.5 - 542.2 cm Delivery condition: separate parts D

C B

A

F

E

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101

Component overview

User Information Large-area formwork Top 50 [kg]

Prop head EB

Article n°

3.1 588244500

Stützenkopf EB

[kg] Top scaffold bracket L

12.6 587153500

Betonierkonsole L

Galvanised Length: 101 cm Height: 159 cm

Galvanised Length: 40.8 cm Width: 11.8 cm Height: 17.6 cm

Prop head Eurex 60 Top50

Article n°

7.1 582665000

Stützenkopf Eurex 60 Top50

Galvanised Height: 50 cm

Universal dismantling tool

3.7 582768000

Universal-Lösewerkzeug

Top scaffold bracket L painted

Galvanised Length: 75.5 cm

Doka express anchor 16x125mm Doka-Expressanker 16x125mm

12.0 587153000

Betonierkonsole L lackiert

Painted blue Length: 101 cm Height: 159 cm

0.31 588631000

Galvanised Length: 18 cm Follow fitting instructions!

Universal railing shackle

3.0 580478000

Universal-Geländerbügel

Galvanised Height: 20 cm

Doka coil 16mm

0.009 588633000

Doka-Coil 16mm

Galvanised Diameter: 1.6 cm

Scaffold tube connection

0.27 584375000

Gerüstrohranschluss

Galvanised Height: 7 cm

Universal bracket 60

14.0 580477000

Universal-Konsole 60

Galvanised Length: 86 cm Height: 181 cm

Universal bracket 90

30.4 580476000

Universal-Konsole 90

Galvanised Length: 121 cm Height: 235 cm

Scaffold tube 48.3mm 0.50m Scaffold tube 48.3mm 1.00m Scaffold tube 48.3mm 1.50m Scaffold tube 48.3mm 2.00m Scaffold tube 48.3mm 2.50m Scaffold tube 48.3mm 3.00m Scaffold tube 48.3mm 3.50m Scaffold tube 48.3mm 4.00m Scaffold tube 48.3mm 4.50m Scaffold tube 48.3mm 5.00m Scaffold tube 48.3mm 5.50m Scaffold tube 48.3mm 6.00m Scaffold tube 48.3mm .....m

1.7 3.6 5.4 7.2 9.0 10.8 12.6 14.4 16.2 18.0 19.8 21.6 3.6

Gerüstrohr 48,3mm

Galvanised

Screw-on coupler 48mm 50

0.84 682002000

Anschraubkupplung 48mm 50

Galvanised Width-across: 22 mm Follow fitting instructions!

102

682026000 682014000 682015000 682016000 682017000 682018000 682019000 682021000 682022000 682023000 682024000 682025000 682001000

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User Information Large-area formwork Top 50

Component overview [kg]

Xsafe plus lifting adapter for beam formwork Xsafe plus-Umsetzadapter Trägerschalung Galvanised Width: 66 cm Height: 89 cm

Framax pouring platform U 1.25/2.70m

Article n°

14.0 586439000

[kg] Protective grating XP 2.70x1.20m Protective grating XP 2.50x1.20m Protective grating XP 2.00x1.20m Schutzgitter XP

Article n°

22.2 586450000 20.5 586451000 17.4 586452000

Galvanised

127.5 588377000

Framax-Betonierbühne U 1,25/2,70m Steel parts galvanised Timber parts varnished yellow Delivery condition: folded closed

Velcro fastener 30x380mm

0.02 586470000

Klettverschluss 30x380mm

Yellow

Timber-beam formwork adapter XP Top50 adapter for Framax pouring platform U Top50-Adapter für Framax-Betonierbühne U Galvanised Width: 75 cm Height: 134 cm

Handrail post XP 1.20m

18.5 588384000

4.1 586460000

Geländersteher XP 1,20m

Trägerschalungsadapter XP

Galvanised Height: 83.5 cm

Handrail clamp S

11.5 580470000

Schutzgeländerzwinge S Galvanised Height: 123 - 171 cm

Galvanised Height: 118 cm

Side handrail clamping unit T Seitenschutzgeländer T

Toeboard holder XP 1.20m

29.1 580488000

Galvanised Length: 115 - 175 cm Height: 112 cm

0.64 586461000

Fußwehrhalter XP 1,20m

9.5 586476000

Galvanised Height: 21 cm

Railing clamp XP 40cm

7.7 586456000

Geländerzwinge XP 40cm

Galvanised Height: 73 cm

Handrail post T 1.80m

17.7 584373000

Einschubgeländer T 1,80m Galvanised

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103

Component overview

User Information Large-area formwork Top 50 [kg]

Toeboard holder T 1.80m

Article n°

0.53 584392000

Fußwehrhalter T 1,80m

[kg] Spindle strut GS T6 95/140cm

10.3 584340000

Spindelstrebe GS T6 95/140cm

Galvanised

Galvanised Height: 13.5 cm

Handrail post 1.50m

Article n°

12.4 582754000

Geländer 1,50m

Galvanised

Spindle strut T7 75/110cm Spindle strut T7 100/150cm Spindle strut T7 150/200cm Spindle strut T7 200/250cm Spindle strut T7 250/300cm Spindle strut T7 305/355cm

13.2 16.8 21.6 26.2 29.4 35.0

Spindelstrebe T7

584308000 584309000 584324000 584325000 584326000 584327000

Galvanised

Doka 4-part chain 3.20m

15.0 588620000

Doka-Vierstrangkette 3,20m

Follow the directions in the "Operating Instructions"!

Universal strut T5/5 .....mm

6.5 584311000

Strebe T5/5 .....mm

Painted blue Weight per linear metre

Spindle strut GS T5 65/101cm Spindelstrebe GS T5 65/101cm

Spindle strut T10 350/400cm Spindle strut T10 .....mm

57.5 584328000 16.9 584391000

Spindelstrebe T10

9.1 584356000

Galvanised

Spindle strut T6 73/110cm Spindle strut T6 100/150cm

10.2 584355000 12.5 584323000

Spindelstrebe T6

Galvanised

Universal spindle foot T8

8.6 584314000

Universal-Spindelfuß T8

Painted blue Galvanised Height: 30 cm

104

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User Information Large-area formwork Top 50

Component overview [kg]

Height adjuster for formwork beams

Höhenjustierung für Schalungsträger Galvanised Height: 46 cm

Article n°

11.9 580218000

[kg] Tool box GF

Article n°

6.5 580390000

GF-Werkzeugbox included in scope of supply:

(A) Reversible ratchet 1/2"

0.73 580580000

Galvanised Length: 30 cm

Height adjuster WS10-WU16

10.1 580206500

Höhenjustierung WS10-WU16

Galvanised Height: 45 cm

Adjusting spindle M36

(B) (C) (D) (E) (F) (G) (H) (I) (J) (K) (L)

Fork wrench 13/17 Fork wrench 22/24 Fork wrench 30/32 Ring spanner 17/19 Extension 11cm 1/2" Extension 22cm 1/2" Universal joint coupling Box nut 19 1/2" L Box nut 13 1/2" Box nut 24 1/2" Box nut 30 1/2"

0.08 0.22 0.80 0.27 0.20 0.31 0.16 0.16 0.06 0.12 0.20

580577000 580587000 580897000 580590000 580581000 580582000 580583000 580598000 580576000 580584000 580575000

6.2 500663002

Höhenjustierspindel M36

Galvanised Length: 31 cm Height: 29.2 cm

Suspension head WS10

8.1 580449000

Aufhängekopf WS10

Filler neck GF SCC Galvanised Length: 66 cm

Galvanised Length: 21 cm Width: 18 cm Height: 23 cm

Universal support Top50 .....mm Tragwerklasche Top50 .....mm

11.1 584312000

Panel closure tool D125 SCC Sperrschieber D125 SCC

6.5 584393000

Justierlasche T

18.0 588127000

Galvanised Length: 18 cm Width: 33 cm Height: 27 cm

Painted blue Weight per linear metre

Adjusting plate T

39.0 580217000

GF-Füllstutzen SCC

Assembly angle Top50

6.7 580082000

Montagelasche Top50

Galvanised Length: 53.2 cm Width: 48.6 cm

Painted blue Length: 23.5 cm

Strip tensioner B 6.00m

3.0 580394500

Bandzwinge B 6,00m

Galvanised

Strip tensioner B 5.00m

3.5 580394000

Bandzwinge B 5,00m

Galvanised

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105

Component overview

User Information Large-area formwork Top 50 [kg]

Positioning rail .....m

Article n°

1.8 580079000

Führungsschiene .....m

Painted blue Weight per linear metre

Hole gauge Top50

2.9 580080000

Bohrplatte Top50

Doka beam H20 eco N 1.80m Doka beam H20 eco N 2.45m Doka beam H20 eco N 2.65m Doka beam H20 eco N 2.90m Doka beam H20 eco N 3.30m Doka beam H20 eco N 3.60m Doka beam H20 eco N 3.90m Doka beam H20 eco N 4.50m Doka beam H20 eco N 4.90m Doka beam H20 eco N 5.90m Doka beam H20 eco N .....m Doka beam H20 eco N .....m BS Doka-Träger H20 eco N

[kg]

Article n°

9.0 12.3 13.3 14.5 16.5 18.0 19.5 22.5 24.5 29.5 5.0 5.0

189283000 189271000 189272000 189273000 189284000 189285000 189276000 189286000 189277000 189287000 189299000 189289000

Varnished yellow

Painted blue Length: 17 cm Width: 15 cm Tool: Drill bit (diameter 10 mm)

Angle connector 9x5cm

0.22 580381000

Winkelverbinder 9x5cm

Galvanised

Doka beam H20 eco N 1.25m Doka beam H20 eco N 12.00m

6.3 189282000 60.3 189288000

Doka-Träger H20 eco N

Varnished yellow

Rafter plate right Rafter plate left

0.09 582521000 0.09 582522000

Sparrenpfettenanker

Galvanised Length: 17 cm

Doka beam H20 top N 1.80m Doka beam H20 top N 2.45m Doka beam H20 top N 2.65m Doka beam H20 top N 2.90m Doka beam H20 top N 3.30m Doka beam H20 top N 3.60m Doka beam H20 top N 3.90m Doka beam H20 top N 4.50m Doka beam H20 top N 4.90m Doka beam H20 top N 5.90m Doka beam H20 top N .....m Doka beam H20 top N .....m BS Doka-Träger H20 top N

9.5 12.8 13.8 15.0 17.0 18.5 20.0 23.0 25.0 30.0 5.2 5.2

189011000 189012000 189013000 189014000 189015000 189016000 189017000 189018000 189019000 189020000 189010000 189021000

Varnished yellow

Doka beam H20 eco P 1.80m Doka beam H20 eco P 2.45m Doka beam H20 eco P 2.65m Doka beam H20 eco P 2.90m Doka beam H20 eco P 3.30m Doka beam H20 eco P 3.60m Doka beam H20 eco P 3.90m Doka beam H20 eco P 4.50m Doka beam H20 eco P 4.90m Doka beam H20 eco P 5.90m Doka beam H20 eco P 9.00m Doka beam H20 eco P .....m Doka beam H20 eco P .....m BS

9.4 12.7 13.8 15.1 17.2 18.7 20.3 23.4 25.5 30.7 46.8 5.2 5.2

Doka-Träger H20 eco P

189940000 189936000 189937000 189930000 189941000 189942000 189931000 189943000 189932000 189955000 189956000 189999000 189957000

Varnished yellow

Doka beam H20 top P 1.80m Doka beam H20 top P 2.45m Doka beam H20 top P 2.65m Doka beam H20 top P 2.90m Doka beam H20 top P 3.30m Doka beam H20 top P 3.60m Doka beam H20 top P 3.90m Doka beam H20 top P 4.50m Doka beam H20 top P 4.90m Doka beam H20 top P 5.90m Doka beam H20 top P .....m Doka beam H20 top P .....m BS Doka-Träger H20 top P

9.9 13.2 14.3 15.6 17.7 19.2 20.8 23.9 26.0 31.2 5.4 5.4

189701000 189702000 189703000 189704000 189705000 189706000 189707000 189708000 189709000 189710000 189700000 189711000

Doka beam H20 eco P 1.25m Doka beam H20 eco P 12.00m

6.5 189939000 62.4 189993000

Doka-Träger H20 eco P

Varnished yellow

Varnished yellow

106

999732002 - 08/2014

User Information Large-area formwork Top 50

Component overview [kg]

Article n°

Doka formwork sheet 3-SO 21mm 100/50cm Doka formwork sheet 3-SO 21mm 150/50cm Doka formwork sheet 3-SO 21mm 200/50cm Doka formwork sheet 3-SO 21mm 250/50cm Doka formwork sheet 3-SO 21mm 300/50cm Doka formwork sheet 3-SO 21mm 350/50cm Doka formwork sheet 3-SO 21mm 400/50cm Doka formwork sheet 3-SO 21mm 450/50cm Doka formwork sheet 3-SO 21mm 500/50cm Doka formwork sheet 3-SO 21mm 550/50cm Doka formwork sheet 3-SO 21mm 600/50cm Doka formwork sheet 3-SO 21mm 100/100cm Doka formwork sheet 3-SO 21mm 150/100cm Doka formwork sheet 3-SO 21mm 200/100cm Doka formwork sheet 3-SO 21mm 250/100cm Doka formwork sheet 3-SO 21mm 300/100cm Doka formwork sheet 3-SO 21mm 350/100cm Doka formwork sheet 3-SO 21mm 400/100cm Doka formwork sheet 3-SO 21mm 450/100cm Doka formwork sheet 3-SO 21mm 500/100cm Doka formwork sheet 3-SO 21mm 550/100cm Doka formwork sheet 3-SO 21mm 600/100cm Doka formwork sheet 3-SO 21mm 250/125cm Doka formwork sheet 3-SO 21mm 300/150cm Doka formwork sheet 3-SO 21mm 600/150cm Doka formwork sheet 3-SO 21mm 150/50cm BS Doka formwork sheet 3-SO 21mm 200/50cm BS Doka formwork sheet 3-SO 21mm 250/50cm BS Doka formwork sheet 3-SO 21mm 300/50cm BS

5.3 7.9 10.5 13.1 15.8 18.4 21.0 23.6 26.3 28.9 31.5 10.5 15.8 21.0 26.3 31.5 36.8 42.0 47.3 52.5 57.8 63.0 32.8 47.3 94.5 7.9 10.5 13.1 15.8

186007000 186008000 186009000 186011000 186012000 186028000 186013000 186029000 186014000 186023000 186027000 186015000 186016000 186017000 186018000 186019000 186030000 186020000 186031000 186021000 186022000 186024000 186097000 186098000 186099000 186008100 186009100 186011100 186012100

Doka formwork sheet 3-SO 27mm 100/50cm Doka formwork sheet 3-SO 27mm 150/50cm Doka formwork sheet 3-SO 27mm 200/50cm Doka formwork sheet 3-SO 27mm 250/50cm Doka formwork sheet 3-SO 27mm 300/50cm Doka formwork sheet 3-SO 27mm 350/50cm Doka formwork sheet 3-SO 27mm 400/50cm Doka formwork sheet 3-SO 27mm 450/50cm Doka formwork sheet 3-SO 27mm 500/50cm Doka formwork sheet 3-SO 27mm 550/50cm Doka formwork sheet 3-SO 27mm 600/50cm Doka formwork sheet 3-SO 27mm 100/100cm Doka formwork sheet 3-SO 27mm 150/100cm Doka formwork sheet 3-SO 27mm 200/100cm Doka formwork sheet 3-SO 27mm 250/100cm Doka formwork sheet 3-SO 27mm 300/100cm Doka formwork sheet 3-SO 27mm 350/100cm Doka formwork sheet 3-SO 27mm 400/100cm Doka formwork sheet 3-SO 27mm 450/100cm Doka formwork sheet 3-SO 27mm 500/100cm Doka formwork sheet 3-SO 27mm 550/100cm Doka formwork sheet 3-SO 27mm 600/100cm Doka formwork sheet 3-SO 27mm 250/125cm Doka formwork sheet 3-SO 27mm 300/150cm Doka formwork sheet 3-SO 27mm 600/150cm Doka formwork sheet 3-SO 27mm 150/50cm BS Doka formwork sheet 3-SO 27mm 200/50cm BS Doka formwork sheet 3-SO 27mm 250/50cm BS Doka formwork sheet 3-SO 27mm 300/50cm BS

6.5 9.8 13.0 16.3 19.5 22.8 26.0 29.3 32.5 35.8 39.0 13.0 19.5 26.0 32.5 39.0 45.5 52.0 58.5 65.0 71.5 78.0 40.6 58.5 117.0 9.8 13.0 16.3 19.5

187007000 187008000 187009000 187011000 187012000 187028000 187013000 187029000 187014000 187023000 187027000 187015000 187016000 187017000 187018000 187019000 187030000 187020000 187031000 187021000 187022000 187024000 187106000 187107000 187108000 187008100 187009100 187011100 187012100

Doka-Schalungsplatte 3-SO 21mm

Doka-Schalungsplatte 3-SO 27mm

Dokaplex formwork sheet 9mm 250/150cm Dokaplex formwork sheet 9mm 300/150cm

24.4 185001000 29.3 185006000

Dokaplex formwork sheet 18mm 250/150cm Dokaplex formwork sheet 18mm 300/150cm

47.3 185011000 56.7 185012000

Dokaplex formwork sheet 21mm 250/125cm Dokaplex formwork sheet 21mm 250/150cm Dokaplex formwork sheet 21mm 300/150cm

45.9 185007000 55.1 185002000 66.2 185003000

Xlife sheet 21mm 265/145cm Xlife sheet 21mm 325/145cm

63.4 185071000 77.8 185070000

Dokaplex-Schalungsplatte 9mm

Dokaplex-Schalungsplatte 18mm

Dokaplex-Schalungsplatte 21mm

Xlife-Platte 21mm

Xlife priming varnish SW-910 2.5l Xlife-Grundierlack SW-910 2,5l

999732002 - 08/2014

[kg] Xlife edge varnish 2.5l

Article n°

3.2 185072000

Xlife-Kantenlack 2,5l

H20 screw-on bracket for formwork sheets Schalhaut-Schraubwinkel H20

0.19 586256000

Galvanised Height: 19.2 cm

Double scraper Xlife 100/150mm 1.40m

2.8 588674000

Doka personal fall-arrest set

3.6 583022000

Doppelschaber Xlife 100/150mm 1,40m

Doka-Sicherheitsgeschirr

Follow the directions in the "Operating Instructions"!

Ladder system XS Connector XS Wall formwork Anschluss XS Wandschalung

20.8 588662000

Galvanised Width: 89 cm Height: 63 cm

System ladder XS 4.40m

33.2 588640000

System-Leiter XS 4,40m

Galvanised

2.7 185073000

107

Component overview

User Information Large-area formwork Top 50 [kg]

Ladder extension XS 2.30m

Article n°

19.1 588641000

Leiternverlängerung XS 2,30m

Galvanised

Securing barrier XS

4.9 588669000

Sicherungsschranke XS Galvanised Length: 80 cm

Ladder cage XS 1.00m Ladder cage XS 0.25m

16.5 588643000 10.5 588670000

Rückenschutz XS

[kg]

Article n°

0.72 1.1 1.4 1.8 2.2 2.5 2.9 3.6 1.4 0.73 1.1 1.4 1.8 2.1 2.5 2.9 3.6 4.3 5.0 5.7 7.2 8.6 10.7 1.4

581821000 581822000 581823000 581826000 581827000 581828000 581829000 581852000 581824000 581870000 581871000 581874000 581886000 581876000 581887000 581875000 581877000 581878000 581888000 581879000 581880000 581881000 581882000 581873000

Tie rod system 15.0 Tie rod 15.0mm galvanised 0.50m Tie rod 15.0mm galvanised 0.75m Tie rod 15.0mm galvanised 1.00m Tie rod 15.0mm galvanised 1.25m Tie rod 15.0mm galvanised 1.50m Tie rod 15.0mm galvanised 1.75m Tie rod 15.0mm galvanised 2.00m Tie rod 15.0mm galvanised 2.50m Tie rod 15.0mm galvanised .....m Tie rod 15.0mm non-treated 0.50m Tie rod 15.0mm non-treated 0.75m Tie rod 15.0mm non-treated 1.00m Tie rod 15.0mm non-treated 1.25m Tie rod 15.0mm non-treated 1.50m Tie rod 15.0mm non-treated 1.75m Tie rod 15.0mm non-treated 2.00m Tie rod 15.0mm non-treated 2.50m Tie rod 15.0mm non-treated 3.00m Tie rod 15.0mm non-treated 3.50m Tie rod 15.0mm non-treated 4.00m Tie rod 15.0mm non-treated 5.00m Tie rod 15.0mm non-treated 6.00m Tie rod 15.0mm non-treated 7.50m Tie rod 15.0mm non-treated .....m Ankerstab 15,0mm

Galvanised

Eye-lug anchor 15.0 without tie rod Ösenanker 15,0 ohne Ankerstab

Ladder cage exit XS

Galvanised Length: 11 cm

17.0 588666000

Rückenschutz-Ausstieg XS

1.2 580649000

Galvanised Height: 132 cm

Super plate 15.0

1.1 581966000

Superplatte 15,0

Galvanised Height: 6 cm Diameter: 12 cm Width-across: 27 mm

Wing nut 15.0

0.31 581961000

Flügelmutter 15,0 Galvanised Length: 10 cm Height: 5 cm Width-across: 27 mm

Hexagon nut 15.0

0.23 581964000

Sechskantmutter 15,0 Galvanised Length: 5 cm Width-across: 30 mm

Anchor plate 12/12

1.3 581930000

Ankerplatte 12/12

Galvanised

Anchor plate 15/20

1.8 581929000

Ankerplatte 15/20

Galvanised

108

999732002 - 08/2014

User Information Large-area formwork Top 50

Component overview [kg]

Angle anchor plate 12/18

Article n째

1.5 581934000

Winkelplatte 12/18

[kg] Friction type ratchet SW27

Top50 form-tie nut 15.0

0.49 581855000

Freilaufknarre SW27

Galvanised

Article n째

manganese-phosphated Length: 30 cm

3.8 580073000

Top50-Ankermutter 15,0

Box spanner 27 0.65m

Galvanised Height: 25 cm

Plastic tube 22mm 2.50m

1.9 581854000

Steckschl체ssel 27 0,65m

Galvanised

0.45 581951000

Kunststoffrohr 22mm 2,50m

Tie rod system 20.0

Universal cone 22mm

0.005 581995000

Universal-Konus 22mm

Grey Diameter: 4 cm

Plug 22mm

0.003 581953000

Verschlussstopfen 22mm Grey

Universal plug R20/25

Tie rod 20.0mm galvanised 0.50m Tie rod 20.0mm galvanised 0.75m Tie rod 20.0mm galvanised 1.00m Tie rod 20.0mm galvanised 1.25m Tie rod 20.0mm galvanised 1.50m Tie rod 20.0mm galvanised 2.00m Tie rod 20.0mm galvanised 2.50m Tie rod 20.0mm galvanised .....m Tie rod 20.0mm non-treated 0.50m Tie rod 20.0mm non-treated 0.75m Tie rod 20.0mm non-treated 1.00m Tie rod 20.0mm non-treated 1.50m Tie rod 20.0mm non-treated 2.00m Tie rod 20.0mm non-treated .....m

1.3 1.9 2.5 3.2 3.8 5.0 6.3 2.5 1.3 1.9 2.5 3.8 5.0 2.5

Super plate 20.0 B

2.0 581424000

Ankerstab 20,0mm

581411000 581417000 581412000 581418000 581413000 581414000 581430000 581410000 581405000 581416000 581406000 581407000 581408000 581403000

0.003 588180000

Kombi Ankerstopfen R20/25 Blue Diameter: 3 cm

Distance piece 20cm Distance piece 25cm Distance piece 30cm

0.04 581907000 0.05 581908000 0.06 581909000

Distanzhalter

Superplatte 20,0 B

Galvanised Height: 7 cm Diameter: 14 cm Width-across: 34 mm

Grey

Hexagon nut 20.0

0.60 581420000

Sechskantmutter 20,0

Form-ply protector 22mm

Galvanised Length: 7 cm Width-across: 41 mm

0.25 580219000

Schalhautschutz 22mm

Galvanised Width-across: 46 mm

Anchor plate 20.0

1.7 581425000

Ankerplatte 20,0

Galvanised

Protective cap 15.0/20.0

0.03 581858000

Schutzkappe 15,0/20,0

Yellow Length: 6 cm Diameter: 6.7 cm

Tie rod wrench 15.0/20.0

Top100 tec form-tie nut 20.0

4.8 586934000

Top100 tec-Ankermutter 20,0

Galvanised Height: 25 cm

1.9 580594000

Ankerstabschl체ssel 15,0/20,0

Galvanised Length: 37 cm Diameter: 8 cm

999732002 - 08/2014

109

Component overview

User Information Large-area formwork Top 50 [kg]

Plastic tube 26mm 2.00m

Article n°

0.59 581463000

Kunststoffrohr 26mm 2,00m

[kg]

Article n°

Multi-trip packaging Doka skeleton transport box 1.70x0.80m

87.0 583012000

Doka-Gitterbox 1,70x0,80m

Galvanised Height: 113 cm

Universal cone 26mm

0.008 581464000

Universal-Konus 26mm

Grey Diameter: 5 cm

Plug 26mm

0.006 581465000

Verschlussstopfen 26mm

Doka multi-trip transport box 1.20x0.80m

Grey

Tie hole protector 20.0

75.0 583011000

Doka-Mehrwegcontainer 1,20x0,80m Galvanised Height: 78 cm

0.11 586931000

Ankerlochschutz 20,0

Galvanised Length: 7.5 cm Width: 4.3 cm

Wing nut 20.0

0.47 581466000

Flügelmutter 20,0

Multi-trip transport box partition 0.80m Multi-trip transport box partition 1.20m

Galvanised Length: 11 cm Height: 6 cm Width-across: 36 mm

Water stop connector 20.0

3.7 583018000 5.5 583017000

Mehrwegcontainer Unterteilung

Timber parts varnished yellow Steel parts galvanised

1.3 581467000

Wasserstopp 20,0

Non-treated Length: 14 cm

Doka stacking pallet 1.55x0.85m

42.0 586151000

Doka-Stapelpalette 1,55x0,85m

Rock anchor spreader unit 20.0 Felsanker-Spreizeinheit 20,0

Galvanised Height: 77 cm

1.3 581468000

Galvanised Length: 11.9 cm Diameter: 5.7 cm Follow fitting instructions!

Fibre concrete tube 27mm 1.25m Faserbetonrohr 27mm 1,25m

2.6 581472000 Doka stacking pallet 1.20x0.80m

39.5 583016000

Doka-Stapelpalette 1,20x0,80m

Galvanised Height: 77 cm

Fibre concrete plug 27mm

0.03 581473000

Weldable coupler 20.0

0.55 581474000

Faserbetonstopfen 27mm

Anschweißmuffe 20,0

Non-treated Length: 8 cm Diameter: 4 cm Follow fitting instructions!

Protective cap 15.0/20.0

Doka-Kleinteilebox

0.03 581858000

Schutzkappe 15,0/20,0

Yellow Length: 6 cm Diameter: 6.7 cm

110

Doka accessory box

106.4 583010000 Timber parts varnished yellow Steel parts galvanised Length: 154 cm Width: 83 cm Height: 77 cm

999732002 - 08/2014

User Information Large-area formwork Top 50

Component overview [kg]

Bolt-on castor set B

Article n°

[kg]

Article n°

33.6 586168000

Anklemm-Radsatz B

Painted blue

999732002 - 08/2014

111

Near to you, worldwide Doka is one of the world leaders in developing, manufacturing and distributing formwork technology for use in all fields of the construction sector.

With more than 160 sales and logistics facilities in over 70 countries, the Doka Group has a highly efficient distribution network which ensures that equipment and

technical support are provided swiftly and professionally.

An enterprise forming part of the Umdasch Group, the Doka Group employs a worldwide workforce of more than 5600.

Doka GmbH | Josef Umdasch Platz 1 | 3300 Amstetten | Austria | T +43 7472 605-0 | F +43 7472 66430 | oesterreich@doka.com | www.doka.com

999732002 - 08/2014