999710002_2009_07_online[1]

The Formwork Experts

07/2009 Ü

GB999710002

User informationMethod statement

Doka climbing formwork MF 240

9710

-313

-01

2 999710002 - 07/2009 Ü

Introduction User information Doka climbing formwork MF 240


Introduc-tion

© by Doka Industrie GmbH, A-3300 Amstetten

3999710002 - 07/2009 Ü

Contents Page

User information Doka climbing formwork MF 240 Introduction


Introduction................................................................................................... 2Elementary safety warnings ........................................................................... 4Eurocodes at Doka......................................................................................... 6

System description ...................................................................................... 8System overview ............................................................................................ 9Areas of use .................................................................................................10System dimensions ......................................................................................14Possible formwork systems..........................................................................15Schematic workflow of climbing phases .......................................................17

Structural design........................................................................................18Loading data.................................................................................................18Structural design ..........................................................................................19

Anchoring on the structure .......................................................................20

Operating the formwork.............................................................................30Setting-up the formwork ...............................................................................30Formwork removal........................................................................................31Plumbing & aligning the formwork................................................................33

Repositioning..............................................................................................34Lifting by crane .............................................................................................34

Operating the climbing formwork.............................................................36Starting up ....................................................................................................361st casting section........................................................................................372nd casting section.......................................................................................383rd casting section .......................................................................................42

Mounting instructions................................................................................44Assembling the working platform..................................................................44Mounting the pouring platform......................................................................48Mounting the travelling unit...........................................................................50Mounting the formwork.................................................................................52Mounting the suspended platform ................................................................54Sideguards on exposed platform-ends.........................................................57

Dismantling.................................................................................................58

General remarks ......................................................................................... 60Ladder system..............................................................................................60Transporting, stacking and storing ...............................................................64Doka shaft platform ......................................................................................65Doka service offerings..................................................................................66

Component overview .................................................................................67

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IntroductionElementary safety warnings

User target groups● This User Information booklet (Method Statement) is

aimed at everyone who will be working with the Doka product or system it describes. It contains informa-tion on the standard design for setting up this sys-tem, and on correct, compliant utilisation of the sys-tem.

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

● Persons who are incapable of reading and under-standing this booklet, or who can do so only with dif-ficulty, must be instructed and trained by the cus-tomer.

● The customer is to ensure that the information mate-rials provided by Doka (e.g. User Information book-lets, 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 form-work 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 OH&S (occupational health and safety) rules throughout the entire project and to take appro-priate additional or alternative workplace safety pre-cautions where necessary.

Hazard assessment● The customer is responsible for drawing up, docu-

menting, implementing and continually updating a hazard assessment at every job-site. This document serves as the basis for the site-spe-cific hazard assessment, and for the instructions given to users on how to prepare and utilise the sys-tem. It does not substitute for these, however.

Remarks on this document● This User Information booklet can also be used as a

generic method 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.

● 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 cal-culations must be produced for checking, as well as supplementary assembly instructions.

Rules applying during all phases of the assignment:● The customer must ensure that this product is

erected and dismantled, reset and generally used for its intended purpose under the direction and super-vision of suitably skilled persons with the authority to issue instructions. 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 docu-mentation 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 warn-ings and loading data must all be strictly observed and complied with. Failure to do so can cause acci-dents 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 dis-tance away from the formwork.

● The work must take account of the weather condi-tions (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 equip-ment, and to protect employees.

● All connections must be checked regularly to ensure that they still fit properly and are functioning cor-rectly. It is very important to check all screw-type connec-tions and wedge-clamped joins whenever the con-struction operations require (particularly after excep-tional events such as storms), and to tighten them if necessary.


5999710002 - 07/2009 Ü


Assembly● The equipment/system must be inspected by the

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 assembly work must be carried out by suitably qualified employees of the client's.

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

Erecting the formwork● Doka products and systems must be set up in such

a way that all loads acting upon them are safely transferred!

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

sures. Excessively high pouring rates lead to form-work overload, cause greater deflection and risk causing breakage.

Striking the formwork● Do not strike the formwork until the concrete has

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

● When striking 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 striking the formwork, do not endanger the stability of any part of the structure, or of any scaf-folding, platforms or formwork that is still in place!

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 User Information booklet!

Regulations; industrial safety● Always observe all industrial safety regulations and

other safety rules applying to the application and uti-lisation of our products in the country and/or region in which you are operating.

Instruction as required by EN 13374:● If a person or object falls against, or into, the side-

guard system and/or any of its accessories, the side-guard component affected may only continue in use after it has been inspected and passed by an expert.

Maintenance● Only original Doka components may be used as

spare parts.

Symbols usedThe following symbols are used in this booklet:

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

Important noteFailure to observe this may lead to malfunc-tion or damage.

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

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

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

TipPoints out useful practical tips.

ReferenceRefers to other documents and materials.

☞

6 999710002 - 07/2009 Ü



Eurocodes at DokaIn 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 Stand-ards 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.

The widely used "Permissible stress design" (compar-ing 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!

Comparison of the safety concepts (example)

Ed Design value of effect of actions (E ... effect; d ... design) Internal forces from action Fd (VEd, NEd, MEd)

Rd Design value of the resistance (R ... resistance; d ... design) Design capacity of cross-section (VRd, NRd, MRd)

Fd Design value of an actionSteel: Rd =

Rk Timber: Rd = kmod ·Rk

Fd = γF · Fk γM γM

(F ... force)Fk Characteristic value of an action

"actual load", service load (k ... characteristic) e.g. dead weight, live load, concrete pressure, wind

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

γF Partial factor for actions (in terms of load; F ... force) e.g. for dead weight, live load, concrete pres-sure, wind Values from EN 12812

γM 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

Ed

Rd

Permissible stress design EC/DIN concept

Factual≤ Fpermissible Ed≤ Rd

A Load factor

60 [kN]

60<70 [kN]

115.5 [kN]

� ~ 1.65

Fyield

Fpermissible

Factual

9801

3-10

0

A

90 [kN]

115.5 [kN]

90<105 [kN]

Rk

Rd

Ed

�M

= 1.1

�F

= 1.5

9801

3-10

2

A

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 per-

missible values. Allowance has been made for the following par-tial factors: γF = 1.5 γM, timber = 1.3 γM, steel = 1.1 kmod = 0.9In this way, all the design values needed in an EC design calculation can be ascertained from the permissible values.


7999710002 - 07/2009 Ü


Notes

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System description User information Doka climbing formwork MF 240


System descriptionSystem description

Doka climbing formwork MF 240 – crane-jumped formwork for struc-tures of any shape and inclinationClimbing formwork MF 240 permits controlled, regular working cycles on all tall structures. It is extremely easy to set up, and can be tailored to meet a wide range of different requirements.

Modular system● optimum adaptability to any project, with only a small

number of different components

Easy to operate● formwork can be set up and struck quickly with no

need for a crane● less crane time needed, as the formwork repositions

quickly as a complete unit● formwork can be adjusted in all directions both pre-

cisely and quickly

Handy, practical design● high load-bearing capacity (50 kN per climbing

bracket)● formwork heights of up to 6.0 m● formwork and platform angle-adjustable up to ±15°● concrete loads transferred by way of form-ties● suitable for timber-beam and framed formwork● formwork can be rolled back by up to 75 cm● cost-saving anchoring (small number of anchoring

components)● concrete projections with a cantilever of up to 25 cm

can be overclimbed● complete safety in all phases of the work● climbing brackets can also be used for heavy-duty

scaffold platforms

Safe workspaces and workplace access routes● wide work-platforms (2.40 m)● Ladder system XS can be integrated

Areas of useWhere formwork needs to be lifted and reset in several casting steps, e.g. on:● high-rise residential and industrial structures● bridge piers● silos● telecommunications and TV towers

9710-304-05

User information Doka climbing formwork MF 240 System description

9999710002 - 07/2009 Ü


System overview

Pouring platformThere are 2 options to choose from:● Screw-on access bracket MF75 (A)

- The Screw-on access bracket MF75 is mounted directly to the Vertical waling MF.

- On sloping walls, the inclination of the platform can be adjusted with the Swivel plate MF.

● Universal bracket 90 or Framax bracket 90- Choose the relevant type of bracket, depending

on the formwork system being used (timber-beam or framed formwork).

Travelling unit● Vertical waling MF 3.00m or 4.50m (B)

- For holding the formwork elements.● Travelling gear MF (C)

- The formwork elements can be retracted approx. 75 cm from the concrete. This leaves sufficient space for cleaning the formwork and carrying out reinforcement operations.

● Plumbing spindle MF 3.00m or 4.50m (D) - A threaded spindle for obtaining exact plumbing

and aligning of the formwork element.

Working platform (Climbing bracket MF240)● The Horizontal profile MF with handrail post (E) is

used for constructing the main working platform, and carries the formwork element or panel.

● Vertical profile (F) - Vertical profile MF80 for use on straight walls- Vertical profile MF160 for use on inclined walls

● Pressure struts MF or Pressure spindle MF240 (G) - For bracing the horizontal profile.- Pressure strut MF short + Pressure strut MF long

for use on straight walls- Pressure spindle MF240 for use on inclined walls

Suspended platformConsisting of:● Suspension profile MF (H) ● Distance profile MF (I) ● Screw-on access bracket MF75 (J)

A Screw-on access bracket MF75 or the platform system for the formwork being used

B Vertical waling MF 3.00m or Vertical waling MF 4.50m

C Travelling gear MFD Plumbing spindle MF 3.00m or

Plumbing spindle MF 4.50mE Horizontal profile MF with handrail postF Vertical profile MF80 or

Vertical profile MF160G Pressure strut MF short + Pressure strut MF long or

Pressure spindle MF240H Suspension profile MFI Distance profile MFJ Screw-on access bracket MF75

9710-301-01

C

I

G

D

A

E

B

H

F

J

10 999710002 - 07/2009 Ü



Areas of use

Straight walls High, straight casting sections

A Horizontal profile MF with handrail postB Vertical profile MF80C Vertical profile MF160D Pressure strut MF shortE Pressure strut MF longF Pressure spindle MF240G Vertical waling MF 3.00mH Vertical waling MF 4.50mI Travelling gear MFJ Plumbing spindle MF 3.00mK Plumbing spindle MF 4.50mL Platform system for the formwork being usedM Suspension profile MFN Distance profile MFO Swivel plate MFP Screw-on access bracket MF75Q Wind bracing MF/150F/K 6.00m

9710-304-03

A

E

J

G

I

L

M

N

P

Q

D

9710-321-01

A

E

K

H

I

L

M

N

P

Q

L

P

N

D


11999710002 - 07/2009 Ü


Walls with constant inclination Varying wall inclination

9710-315-01

A

F

J

G

I

P

M

N

P

Q

C

O

O

9710-318-01

A

F

J

G

I

P

M

N

P

Q

C

O

O

12 999710002 - 07/2009 Ü



Transition from inclined to straight wall

Transition from inclined wall to wall inclined in opposite direction

A Horizontal profile MF with handrail postB Vertical profile MF80C Vertical profile MF160D Pressure strut MF shortE Pressure strut MF longF Pressure spindle MF240G Vertical waling MF 3.00mH Vertical waling MF 4.50mI Travelling gear MFJ Plumbing spindle MF 3.00mK Plumbing spindle MF 4.50mL Platform system for the formwork being usedM Suspension profile MFN Distance profile MFO Swivel plate MFP Screw-on access bracket MF75Q Wind bracing MF/150F/K 6.00m

9710-317-01

A

F

J

G

I

P

M

N

P

Q

C

O

9710-316-01

A

F

J

G

I

P

M

N

P

Q

C

O

O


13999710002 - 07/2009 Ü


Overclimbing concrete projections with a cantilever of up to 25 cm

b ... max. 25 cm

Climbing bracket MF240 used for heavy-duty scaffold platform

For details on the platform decking, see the section headed "Assem-bling the working platform".

9710-319-01

b

A

E

J

G

I

L

M

N

P

Q

D

9710-320-01

A

E

D

14 999710002 - 07/2009 Ü



System dimensions

Straight walls

a ... Height of casting section: max. 6000 mm b ... min. 250 mm c ... 1660 mm d ... 880 mm e ... 1370 mm f ... 2400 mm g ... 1275 mm h ... either 2740, 4000, 4500 or 5000 mm i ... 1120 mm k ... 1100 mm m ... max. 750 mm

Inclined wall

a ... Height of casting section: max. 6000 mm b ... min. 600 mm c ... 1660 mm d ... 1050 mm e ... 1100 mm f ... 2400 mm g ... 1275 mm h ... either 2630, 3890, 4390 or 4890 mm (where α = 10°) i ... 1150 mm k ... 1100 mmα ... max. 15°

9710-300-04

a

bc

d

e

f

gh

i k

m

9710-315-02

a

b

c

d

e

f

gh

i k


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Possible formwork systems

Timber-beam formworke.g. Large-area formwork Top50

Framed formworke.g. framed formwork Framax Xlife

For more information, see the User Information booklet "Doka large-area formwork Top50".

9710-332-01 For more information, see the User Information booklet "Doka framed formwork Framax Xlife".

9710-303-01

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Notes


17999710002 - 07/2009 Ü


Schematic workflow of climbing phasesStart-up phases

Typical phases

The 1st casting section is poured without a climbing scaffold.

The 2nd casting section (and all further sec-tions) are poured using the climbing scaffold.

The suspended platforms are mounted, and then the 3rd section is poured.

The climbing scaffold is raised to the next casting section.

The next casting section is poured.

9710-307-01 9710-306-01 9710-304-04

9710-300-10 9710-304-01

18 999710002 - 07/2009 Ü

Structural design User information Doka climbing formwork MF 240


Structural designLoading data

Anchoring on the structure

Imposed loads

Dimensioning the suspension point

Live loads

V ... permitted vertical load: 50 kNH ... permitted horizontal load: 75 kN

The required cube compressive strength of the con-crete at the time of loading (at least B10 or fck,cube,current≥10 N/mm2) will depend on the following factors:● load actually occurring● length of stop-anchor or pigtail anchor● reinforcement / extra reinforcement steel● distance from edgeSeparate proof must also be provided regarding the load-bearing capacity of the steel used in the anchor-ing components.

Follow the directions in the Calculation Guide entitled "Load-bearing capacity of anchorages in concrete"!

9710-300-11

V

H

A 150 kg/m2

B 300 kg/m2

C 75 kg/m2

9710-339-01

A

B

C

User information Doka climbing formwork MF 240 Structural design

19999710002 - 07/2009 Ü


Structural design

Wind pressure1) Determine the wind pressure as a function of the

wind speed, the building environment and the structure height.

2) Determine Curve (A) or (B) from the following table.

Note:Intermediate values may be linearly interpolated.

Influence width of climbing brackets

Example● Basic data:

- Curve (B) (wind pressure = 1.43 kN/m2)- formwork height: 4.50 m

● Influence width: 3.20 m

☞ The structural design data given here apply only to standard assignments on straight walls.For assignments on e.g. inclined walls, sepa-rate statical verification must be performed.

CAUTION➤ If wind speeds > 72 km/h are likely, and

when work finishes for the day or before pro-longed work-breaks, always take extra pre-cautions to fix the formwork in place.

Suitable precautions: - set up the opposing formwork - move the travelling unit forward (together with the formwork) until it meets the top of the previ-ously cast section, and knock the fixing-wedges into place

CurveWind pressure

[kN/m2]we = cp, net x q(Ze)

Example:

(A) 1.69 Where cp, net = 1.3: Permissible wind speed = 164 km/h

(B) 1.43 Where cp, net = 1.3: Permissible wind speed = 151 km/h

Follow the directions in the Calculation Guide "Wind loads to the Eurocodes" when determin-ing the wind pressure!

Form

wor

k he

ight

[m]

Influence width [m]

9710

-100

-01

0.0 1.0 2.0 3.0 4.0

6.0

5.0

4.0

3.0

2.0

2.5

3.5

4.5

5.5

0.5 1.5 2.5 3.5

A

B

20 999710002 - 07/2009 Ü

Anchoring on the structure User information Doka climbing formwork MF 240


Anchoring on the structureAnchoring on the structureComponents:

Both the positioning points and the suspension points are prepared using one single type of cone, the Univer-sal climbing cone (A) .The Cone screw B 7cm (C) also fulfils 2 functions:● On the positioning point - for fastening the Universal

climbing cone.● On the suspension point – as a safe means of sus-

pending the climbing unit.Preferably, stop-anchors (D) are used, or – depend-ing on the characteristics of the structure – pigtail anchors (E) .

Note:Where climbing formwork is used on both sides, the Stop-anchors must be located at an offset to one another, as necessitated by the thickness of the wall.

Plan view

a ... min. 100 mm b ... depth of concrete cover on the "cone" side: 5.5 cm c ... depth of concrete cover on the "stop-anchor" side: 2 cm (in the case of minimum wall thickness)

A Universal climbing cone 15.0B Sealing sleeve K 15.0 (expendable anchoring component)C Cone screw B 7cmD Stop-anchor 15.0 (expendable anchoring component)E Pigtail anchor 15.0 (expendable anchoring component)F Depth mark

9751-237-01

A

B

C

E

F

D

F

Risk of formwork falling off if two cones are fitted opposite one another and joined with a tie-rod.Unscrewing the anchoring component on one side may cause the anchoring point on the opposite side to shear off.➤ Every suspension point must have its own

separate anchorage.Exception: Suspension points prepared with a "Stop-anchor double-ended 15.0"

9766-320-02

a

bc

9766-320-01

User information Doka climbing formwork MF 240 Anchoring on the structure

21999710002 - 07/2009 Ü


Dimensioning the suspension point Anchoring systems

It is also possible to use a pigtail anchor for a position-ing point / suspension point in the floor-slab, instead of a stop-anchor.

d ... min. 16.0 cm a ... 74.5 cm (where concrete cover is 5.5 cm deep on the "cone" side and 5 cm deep on the "anchor-rod" side of the wall)

The required cube compressive strength of the con-crete at the time of loading (at least B10 or fck,cube,current≥10 N/mm2) will depend on the following factors:● load actually occurring● length of stop-anchor or pigtail anchor● reinforcement / extra reinforcement steel● distance from edgeSeparate proof must also be provided regarding the load-bearing capacity of the steel used in the anchor-ing components.

Follow the directions in the Calculation Guide entitled "Load-bearing capacity of anchorages in concrete"!

Minimum wall thicknessStop-anchor 15.0 40cm 48 cmStop-anchor 15.0 16cm 24 cmStop-anchor 15.0 11.5cm 19 cm

WARNINGThe short Stop-anchor 15.0 11.5cm has a con-siderably lower design capacity than the Stop-anchor 15.0 16cm.➤ For this reason, the short stop-anchor is only

allowed to be used on systems with low ten-sile loads at the anchoring location, such as on climbing systems inside shafts.

➤ If the geometry makes this impossible, a revised static calculation, with extra rein-forcement steel, must be produced.

➤ The short stop-anchor is thus only permitted for wall thicknesses < 24 cm. For wall thick-nesses ≥ 24 cm, the Stop-anchor 15.0 16cm (or larger) must be used.

E Pigtail anchor 15.0G Longitudinal reinforcement and U-reinforcements, min. diam. 8

mm, spaced max. 15 cm apart

9766-321-01

E

G

a

d

22 999710002 - 07/2009 Ü



Preparing the positioning point and suspension point

➤ Do not place concrete directly above the pigtail or stop-anchors.

➤ Do not allow the vibrator to touch the pigtail or stop-anchors.

These measures prevent the anchors working loose during pouring and vibration.

➤ Every time the Universal climbing cones are used, fit them with new sealing sleeves first.

Positioning point with Cone screw B 7cm (with hole drilled through form-ply)How to mount:➤ Fasten a packing plate (G) (e.g. Dokaplex 15 mm) to

the form-ply (position as per project plan).➤ Drill a diam. 30 mm hole in the form-ply (position as

shown in the project plan).➤ Push the Cone screw B 7cm (C) through the form-

ply, screw it into the Universal climbing cone (A) and tighten it firmly.

➤ Screw the Stop-anchor or Pigtail anchor (D) into the Universal climbing cone (A) , until it engages (up to the depth mark) (F) .

a ... 35 - 45 mm

Tools needed: ● Reversible ratchet 3/4"● Spanner for Universal climbing cone 15.0/20.0● Extension 20cm 3/4"● Box nut 50 3/4" (for Cone screw B 7cm)

Note:The pigtail anchor must be facing downwards

WARNING➤ Always screw the pigtail or stop-anchor into

the Universal climbing cone until it fully engages (i.e. up to the depth mark). Not screwing the anchor sufficiently far into the cone may subsequently lead to reduced load-bearing capacity and to the failure of the suspension point – resulting in injury and damage.

➤ Never weld or heat tie-rods - risk of fracture!➤ For the positioning point and suspension

point, ONLY use Cone screws B 7 cm (head of screw is red, to indicate its high load-bear-ing capacity)!

Make marks on the top edge of the formwork so that you can easily see where the anchoring points are during pouring.

☞ ● The axis of the universal climbing cone must be at right-angles to the surface of the con-crete – maximum angle of deviation: 2°.

● Tolerance for locating the positioning points and suspension points: ±10 mm in the hori-zontal and the vertical.

9751-204-02

a

A

D

F

C

G


23999710002 - 07/2009 Ü


Form-ply protectionThe "Form-ply protector for cone 15.0" protects the form-ply from damage around the positioning-point. This is a particular advantage for formwork with high numbers of repeat uses.Possible thicknesses of form-ply: 18 - 27 mmIn order to fit the Form-ply protector, a 46 mm diam. hole must be drilled in the form-ply first.

If necessary, the Form-ply protector for cone 15.0 can be closed off with a Ribbed plug d38 (included with product).

Positioning point with Positioning clamp M30 (with hole drilled through form-ply)Because the hole only needs to be drilled with a diam-eter of 9-10 mm, the positioning-point can be relocated at smaller intervals than would be possible with the Cone screw B 7cm.

How to mount:➤ Drill a diam. 9-10 mm hole in the form-ply (position

as shown in the project plan).

➤ Screw a Socket connector M30 (I) all the way into the Universal climbing cone 15.0 (A) and tighten it.

➤ Screw the Stop-anchor or Pigtail anchor (D) into the Universal climbing cone (A) , until it engages (up to the depth mark) (F) .

➤ Screw the pre-assembled unit onto the M8 wing bolt (H) (make sure that it seals against the formwork).

Tools needed: ● Reversible ratchet 3/4"● Spanner for Universal climbing cone 15.0/20.0● Extension 20cm 3/4"● Box nut 50 3/4" (for Cone screw B 7cm)● Reversible ratchet 1/2"● Extension 1/2"

A Form-ply protector for cone 15.0 (width-across 70 mm)B Universal climbing coneC Cone screw B 7cm

Tr76

8-20

1-01

C

BA

Tr768-202-01

Nail the M8 wing bolt (H) onto the form-ply to make it easier to mount the cone.Shortened double-headed nails make it easier to dismount the wing bolt.

9751-204-03

H

I

A

D

F

9751-204-04

24 999710002 - 07/2009 Ü



Positioning point with Positioning disc M30 (with no hole drilled through form-ply)For special applications only, when it is not possible to drill through the form-ply (e.g. where there are Doka beams or formwork panel frame profiles directly behind the positioning-point).

How to mount:➤ Fix the Positioning disc M30 (J) to the form-ply using

28x60 nails (position as shown in plan).➤ Screw the Stop-anchor or Pigtail anchor (D) into the

Universal climbing cone (A) , until it engages (up to the depth mark) (F) .

➤ Screw the Universal climbing cone (A) onto the Posi-tioning disc M30 (J) and tighten it.

Tools needed: ● Reversible ratchet 3/4"● Spanner for Universal climbing cone 15.0/20.0● Extension 20cm 3/4"● Box nut 50 3/4" (for Cone screw B 7cm)● Reversible ratchet 1/2"● Extension 1/2"

Before pouring➤ Check all positioning points and suspension points

once again.

Repeat useUniversal climbing cones are supplied with Sealing sleeves K (B) . Every time the Universal climbing cones are used again, fit them with new sealing sleeves first!

☞ Important!It is not permitted to use the Positioning disc M30 more than once in the same position, as it cannot be fixed firmly and securely in the old nail-holes.

9751-204-01

J

A

D

F

● The axis of the universal climbing cone must be at right-angles to the surface of the concrete – maximum angle of deviation: 2°.

● Tolerance for locating the positioning points and suspension points: ±10 mm in the hori-zontal and the vertical.

● The depth mark on the pigtail anchor or stop-anchor must be right up against the Universal climbing cone = must be screwed in to the full depth.


25999710002 - 07/2009 Ü


Suspension point➤ Screw the Cone screw B 7cm into the Universal

climbing cone until it engages, and tighten it firmly. A tightening torque of 100 Nm (20 kg assuming a ratchet-length of approx. 50 cm) is sufficient.

The only tool allowed to be used for screwing in and fix-ing the Cone screw B 7cm in the Universal climbing cone is the Reversible ratchet 3/4".

Straight wall (Vertical profile MF80)➤ Lower the climbing bracket into the prepared sus-

pension point by crane.➤ Push the fastening bolt into the climbing bracket, at

90° to the platform decking, until it fully engages.➤ Tilt the fastening bolt down onto the platform deck-

ing.The climbing bracket is now secured against acci-dental lift-out.

a ... play: approx. 1.5 cm

Inclined wall (Vertical profile MF160)➤ Lower the climbing bracket into the prepared sus-

pension point by crane.➤ Push the fastening bolt into the Vertical profile

MF160, at 90° to this profile, until it fully engages.➤ Tilt the fastening bolt downward.

The climbing bracket is now secured against acci-dental lift-out.

a ... play: approx. 1.5 cm

Ensure that control-dimension b = 30 mm!

Reversible ratchet 3/4"

Reversible ratchet 3/4" with extension Ratchet MF 3/4" SW 50

The connection bolt must be in the horizontal!

A Horizontal profile MF of the climbing bracketC Fastening boltD Cone screw B 7cm

9710-300-09

b

CA

Tr687-200-01Tr687-200-01 Tr687-200-01

9710-300-02

a

A

C

D

The fastening bolt must be pointing vertically downward!

B Vertical profile MF160 of the climbing bracketC Fastening boltD Cone screw B 7cm

9710-318-02

a

B

D

C

26 999710002 - 07/2009 Ü



Other possible anchorages

Anchor points with no offsetAnchor points with no offset are prepared using the "Stop-anchor double-ended 15.0".

Positioning point

Suspension point

a ... 28 - 71 cm b ... Order length = wall thickness 'a' - 2 x depth of concrete cover 'c' c ... Depth of concrete cover 5.5 cm

Thin wallsWall thicknesses of 15 to 16 cm are prepared using the Wall anchor 15.0 16cm.

Positioning point

a ... Length of plastic tube 12 - 22 mm

Suspension point

b ... 15 - 16 cm

Risk of confusion!➤ Do NOT on any account use Water stops G

15.0 for this application.

A Universal climbing cone 15.0B Sealing sleeve K 15.0C Cone screw B 7cmE Reinforcement steelG Packing plate (e.g. Dokaplex 15 mm)H Stop-anchor double-ended 15.0

581818000-3

9766-320-05

G

CBH A

E

a

bc c

9766

-320

-04

CBH A

E

DANGER➤ Do NOT on any account use Stop-anchors

15.0 for this application.

A Universal climbing cone 15.0B Sealing sleeve K 15.0C Cone screw B 7cmF Tie-rod 15.0mmG Packing plate (e.g. Dokaplex 15 mm)J Super-plate 15.0K Universal cone 22mm + Plastic tube 22mm

L Hexagon timber screw 10x50 + dowel Ø12M Wall anchor 15.0 15cm

581893000-3

a

Tr637-200-03

F J CA BK

G

Tr637-200-04

b

LM


27999710002 - 07/2009 Ü


Suspension point for fair-faced concreteThe Fair-faced concrete positioning cone MF 15.0 is particularly suitable for fair-faced concrete projects where the form-tie points and suspension points are required to make a uniform hole-pattern.If it is intended to use this type of suspension point, a Doka technician must be contacted before the project starts.

Positioning pointThe Fair-faced concrete positioning cone is used as a "rod connector" for tying the wall formwork.

Suspension pointPreparing the suspension point➤ Remove the Fair-faced concrete positioning cone

MF 15.0 and replace it with a Universal climbing cone 15.0 and a Cone screw B 7cm.

a ... 28 - 71 cm b ... Order length = wall thickness 'a' - 2 x depth of concrete cover 'c' c ... Depth of concrete cover 6.7 cm

Note:The suspension point can be closed off with a Fair-faced concrete plug 52mm (plastic).

B Sealing sleeve K 15.0E Reinforcement steelH Stop-anchor double-ended 15.0L Fair-faced concrete positioning cone MF 15.0M Sealing disc 53N Tie-rod 15.0mmO Super-plate 15.0

A Universal climbing cone 15.0B Sealing sleeve K 15.0C Cone screw B 7cmE Reinforcement steelH Stop-anchor double-ended 15.0

9710-340-01

NBH L

E

O

M

a

bc c

9710-340-02

CBH AE

28 999710002 - 07/2009 Ü



Retrofitting a safe suspension pointe.g. if the crew forgot to prepare a positioning-point.➤ Drill a hole of diam. 25 mm.➤ Drill a hole of diam. 55 mm and 130 mm depth.➤ Insert the Cone screw B 7cm with the Universal

climbing cone and the prepared tie-rod part-way into the drilled hole.

➤ Paste the ready-mix mortar (site-provided) into the drilled hole with a spatula.

a ... 25 mm b ... 130 mm c ... 55mm

➤ Insert the unit so that the Universal climbing cone is flush with the concrete surface.Scrape away the excess ready-mix mortar with the spatula.

➤ On the other side of the concrete wall, screw on the Superplate (now welded together) and secure it with a screw and dowel so that it cannot be unscrewed.

Dimensioning the suspension point

A Universal climbing cone 15.0B Sealing sleeve K 15.0C Cone screw B 7cmD Tie-rod 15.0mmE Ready-mix mortar

☞ Important note:➤ Weld a seam onto the Super-plate to join the

nut and the plate. Do this BEFORE screwing the Super-plate onto the tie-rod.

F Welded-together Super-plate 15.0G Dowel, diam. 12H Hexagon timber screw 10x50I Weld-seam

9766-323-01

CA BE D

a

b

c

9766-322-01

GH

F

I

The required cube compressive strength of the concrete and ready-mix mortar at the time of loading (min. B10 or fck,cube,current≥10 N/mm2) will depend on the following factors:● load actually occurring● wall thickness● reinforcement / extra reinforcement steel● distance from edgeSeparate proof must also be provided regarding the load-bearing capacity of the steel used in the anchor-ing components.


29999710002 - 07/2009 Ü


Notes

30 999710002 - 07/2009 Ü

Operating the formwork User information Doka climbing formwork MF 240


Operating the formworkSetting-up the formwork

➤ Detach the fixing-wedges (B) .

➤ By operating the ratchets simultaneously, move the travelling units forward (together with the formwork) until they meet the top of the previously cast section.

➤ Knock the fixing-wedges (B) into place.

This fixes the travelling units to the horizontal pro-files.

➤ Adjust the formwork and level the positioning-points. See the section headed "Plumbing & aligning".

➤ After adjusting the formwork elements, tighten the pressure wedges (A) .

This presses the formwork element up against the previously cast section.

This section only deals with how to operate the formwork. For details of how to tie the formwork, please see the User Information booklets "Doka large-area formwork Top50" or "Doka framed formwork Framax Xlife".

C Ratchet MF 3/4" SW50

9710-309-01

B

C

9710-310-03

9710-310-01

B

☞ It only takes a gentle blow of the hammer to fix the pressure wedge! The concrete loads are sustained by way of the form-ties and are not transferred via the wedge.

9710-310-02

A

User information Doka climbing formwork MF 240 Operating the formwork

31999710002 - 07/2009 Ü


Formwork removal➤ Remove the fixings from positioning-points where a

hole had to be drilled through the form-ply.➤ Undo and remove the form-ties of the formwork ele-

ment.➤ Remove the connectors from the adjacent gang-

forms.➤ Release the pressure wedge (A) .

➤ Detach the fixing-wedges (B) .

➤ By operating the ratchets simultaneously, roll back the travelling units (together with the formwork).

➤ Knock the fixing-wedges (B) into place.

This fixes the travelling units to the horizontal pro-files.

C Ratchet MF 3/4" SW50

A

9710-310-01

9710-310-04

B

C

9710-309-02

☞ Important note:The fixing-wedge may only be released while the formwork is being retracted forward or back! Final position: fixing-wedges knocked back into place (wind bracing).

9710-309-01

B

32 999710002 - 07/2009 Ü

Operating the formwork User information Doka climbing formwork MF 240


Notes

User information Doka climbing formwork MF 240 Operating the formwork

33999710002 - 07/2009 Ü


Plumbing & aligning the formwork

Adjusting the formworkIn order to permit exact adjustment of the formwork ele-ments in relation to one another and to the structure, they are adjustable in both the vertical and the horizon-tal.Tools needed:● Hammer● Reversible ratchet 1/2"● Nut for box spanner 24 1/2" L● Combination wrench 24 (for the threaded join on the

adjusting spindle)

Preparing the adjusting operation➤ Release the pressure wedge (A) .

➤ Detach the formwork from the concrete.➤ Loosen the Waling-to-bracket holders (B) with a

blow of the hammer.The adjusting spindles (C) permit a vertical adjust-ment range of approx. 150 mm. Also, the adjusting spindles can be relocated in the hole-grid of the Vertical waling (D) .

Vertical adjustment➤ Turn both adjusting spindles.

Horizontal adjustment➤ Push the formwork to either side.

Ending the adjusting operation➤ Tighten the waling-to-bracket holders with the ham-

mer.➤ After adjusting the formwork elements, tighten the

pressure wedges (A) .

This presses the formwork element up against the previously cast section.

E Timber wedges in the multi-purpose walings (near the adjusting spindles – for ensuring better load transfer)

A

9710-310-01

9710

-309

-03

D

C

B

E

While adjusting the height, watch the waling-to-bracket holders to make sure that they do not jam and block the adjustment process.

☞ It only takes a gentle blow of the hammer to fix the pressure wedge! The concrete loads are sustained by way of the form-ties and are not transferred via the wedge.

9710-300-07

9710-300-06

9710-310-02

A

34 999710002 - 07/2009 Ü

Repositioning User information Doka climbing formwork MF 240


RepositioningLifting by crane

Instructions for safe resetting of the entire unit

The suspension methods shown above are only needed for assembling and dismantling the formwork elements or panels.

☞ Important note:● Observe all regulations applying to the oper-

ation of cranes where higher wind speeds are experienced.

● Angle of inclination β: max. 30°● Brace the vertical waling sufficiently against

oblique pull (B) . Tightening torque of the couplers (C) : 50 Nm

● When using balancing lifting beams, ensure that these have sufficient load-bearing capacity!

● If lifting past inclined walls, fasten an over-hanging lifting device to the vertical waling.

● Lifting and repositioning one single climbing unit opens up exposed outer edges on the remaining units. These open ends must be closed off by attaching side railings.

● During the lifting/repositioning cycle, no site personnel are allowed to be on the units to be climbed, or on adjacent units for reposi-tioning.

● Persons operating the climbing formwork must use personal protective equipment dur-ing the lifting operation.

WARNING➤ "Passenger transportation" is forbidden!➤ Remove any loose parts from the scaffold

and formwork before lifting.

Length of chain = at least the space between the slinging pointsThis automatically leads to the required angle of inclinationβ.

WARNING➤ Any lifting-brackets on the formwork ele-

ments, or Framax lifting hooks, must not be used for lifting the unit as a whole.

➤ Attach the lifting chain to the suspension bolt of the vertical waling.

The Fix-De-Fix 3150kg remote uncoupling system makes it possible to detach slinging chains by remote-control from ground level. Follow the directions in the Operating Instruc-tions!

9715

-268

-01

9766

-263

-01

9766

-300

-01

User information Doka climbing formwork MF 240 Repositioning

35999710002 - 07/2009 Ü


Repositioning the entire unit➤ Bring the travelling unit (together with the formwork)

into the centre-of-gravity position.➤ Knock the fixing-wedges (B) into place.


➤ Dismount the "Wind bracing".➤ Remove the fastening bolts (= lift-out guard) from the

suspension points.➤ Reposition the entire unit by crane.

β ... max. 30°

Before every lifting operation, check to make sure that all bolted connections have been secured, and that the fixing-wedges of the traveller units have been firmly driven in!

9710-309-01

B

9766

-300

-01

A Suspension boltB Bracing against oblique pull (e.g. scaffolding tube)C Screw-on couplers

Max. load:2000 kg per suspension bolt

9710-328-01

B

A

C

9710-305-02

36 999710002 - 07/2009 Ü

Operating the climbing formwork User information Doka climbing formwork MF 240


Operating the climbing formworkStarting upThe modular design of the Climbing formwork MF sys-tem means that many different combinations are possi-ble.Depending on the project, the actual design may thus differ very greatly from the basic type described here.➤ In these cases, you should discuss the assembly

procedure with your Doka technician.➤ Follow the shop drawing / assembly plan exactly.

☞ Important note:● A hard, flat, firm surface is needed!● Prepare a sufficiently large assembly area.● Tightening torque of the couplers for the

bracing tubes: 50 Nm

☞ In order to explain the entire climbing workflow as simply as possible, the repetitive actions involved are described in detail in separate sec-tions of this booklet. The sections in question are:● Preparing the positioning-points and suspen-

sion points (see "Anchoring on the struc-ture").

● Closing the formwork (see "Setting-up the formwork").

● Striking (see "Formwork removal").● In addition, the following sections must also

be observed:- Plumbing & aligning the formwork- Resetting by crane

For instructions on tying and joining the form-work elements, and on cleaning them and using concrete release agents, see the User Informa-tion booklets "Doka large-area formwork Top50" and "Doka framed formwork Framax Xlife".

WARNINGFalling hazard!➤ Do not step onto the pouring platforms until

the formwork is closed!

User information Doka climbing formwork MF 240 Operating the climbing formwork

37999710002 - 07/2009 Ü


1st casting section➤ Apply concrete release agent and set up one side of

the formwork.➤ Mount the positioning-points.➤ Mount a positioning-point for the wind-bracing.➤ Place the reinforcement.➤ Close the formwork and tie it.➤ Pour the 1st section.

➤ Strike the formwork.➤ Clean the formwork.➤ Set the gang-form down on a flat surface, with the

form-ply facing downwards.➤ Prepare the formwork for the climbing operation.

A Positioning pointB Positioning point for wind bracing

9710-307-01

B

A

38 999710002 - 07/2009 Ü



2nd casting sectionHanging the working platform into place on the suspension points:➤ Prepare the suspension point.➤ Using a four-part lifting chain (e.g. Doka 4-part chain

3.20m), raise the prepared working platform and lower it into the suspension points

➤ Secure the working platform with fastening bolts.

Wind bracing:➤ Fix a "Wind bracing MF/150F/K 6.00m" onto the Hor-

izontal profile MF, using a d25/151 bolt and a linch pin.

➤ Use a Cone screw B 7cm to attach the tensioning unit of the "wind bracing" to the prepared positioning-point on the structure.

➤ Tighten the Wind bracing MF/150F/K 6.00m.

Travelling unit:➤ Attach the lifting chain to the suspension bolt of the

vertical waling. ➤ Fly the travelling unit to the working platform by

crane.

➤ Bolt the Vertical waling MF onto the Travelling gear MF with a D25/151 head bolt, and secure this with a Spring cotter 5mm.

➤ Bolt the Plumbing spindle MF onto the Travelling gear MF with a D25/120 head bolt, and secure this with a 6x42 linch pin.

Do a sight-check to make sure that the fasten-ing bolts are in the horizontal!

A Wind bracing MF/150F/K 6.00mB Cone screw B 7cmC Universal climbing cone 15.0D Stop-anchor 15.0

9710-322-01

9710-268-02

C

B

A

D

Tr722-202-01

9710-325-01

9710-326-01


39999710002 - 07/2009 Ü


Formwork:➤ Attach the lifting chain to the lifting-brackets on the

pre-assembled formwork.➤ Fly the formwork to the working platform by crane.

➤ Fix the pre-assembled formwork to the Vertical wal-ings MF with waling-to-bracket holders.

➤ Fix timber wedges in the multipurpose walings (for better load-transfer in the area around the adjusting spindles).

➤ Adjust dimension "b" as per shop drawing / assembly plan, using the adjusting spindle (see "Plumbing & aligning the formwork").

➤ Insert guard-rail boards and use nails to secure them to the handrail post plates.

Making it impossible to use any of the forbidden attachment methods when lifting and repositioning the unit in one piece:

➤ e.g. nail on a board in such a way that the crane sus-pension tackle cannot be hung into place in the lift-ing-bracket.

A Waling-to-bracket holders 9-15cmB Adjusting spindlesC Timber wedges

9710-327-01

9710-309-04

b

A

B

CC

B

A

WARNING➤ Any lifting-brackets on the formwork ele-

ments, or Framax lifting hooks, must not be used for lifting the unit as a whole.


9766

-301

-01

9715

-268

-01

9766

-263

-01

9766

-300

-01

9766

-306

-01

40 999710002 - 07/2009 Ü



Formwork set-up and pouring➤ Apply concrete release agent and set up one side of

the formwork.➤ Mount the positioning-points.➤ Place the reinforcement.➤ Close the formwork and tie it.➤ Pour the 2nd section.

➤ Strike the formwork.➤ Clean the formwork.

9710-306-01


41999710002 - 07/2009 Ü


Notes

42 999710002 - 07/2009 Ü



3rd casting section➤ Prepare the suspension point.➤ Bolt the Suspension profiles MF of the pre-assem-

bled suspended platform onto the Vertical profile MF using the first "Pin d16/163" and secure this with a Spring cotter 5mm.

➤ Dismount the "Wind bracing".➤ Attach the lifting chain to the suspension bolt of the

vertical waling.

➤ Remove the fastening bolts (= lift-out guard) from the suspension points.

➤ Lift the entire unit by crane and hang it into place in the suspension point.

➤ Secure the climbing formwork to the suspension points with fastening bolts.

➤ Mount the "wind bracing".

➤ Bolt the Suspension profiles MF of the suspended platform onto the Vertical profile MF using the sec-ond "Pin d16/163" and secure this with a Spring cot-ter 5mm.

9710-329-01

9766

-300

-01

9710-308-01

9710-330-01


43999710002 - 07/2009 Ü


Formwork set-up and pouring➤ Apply concrete release agent and set up one side of

the formwork.➤ Mount the positioning-points.➤ Place the reinforcement.➤ Close the formwork and tie it.➤ Pour the 3rd section.

9710-304-04

44 999710002 - 07/2009 Ü

Mounting instructions User information Doka climbing formwork MF 240


Mounting instructionsAssembling the working platform

Mounting the platform beams➤ Lay down the horizontal profiles, spaced apart by the

exact centre-to-centre distance.➤ Depending on which variant has been chosen, bolt

e.g. Doka beams H20 to the Horizontal profile MF.➤ Arrange the horizontal profiles so that both diagonals

are the same.

a ... centre-to-centre spacing (tolerance max. ±5 mm)x = y ... diagonals (tolerance max. ±10 mm)

Dimensions of the wooden spacers

Length of wooden spacers: approx. 500 mm

Mounting the Travelling gear MF➤ Dismount the pinion gear drive from the horizontal

profile.➤ Push the Travelling gear MF onto the horizontal pro-

file. The catches must engage in the horizontal pro-file.

➤ Mount the pinion gear drive to the appropriate posi-tion on the horizontal profile.

➤ Secure the Travelling gear MF with the fixing-wedge.

A Horizontal profile MF

☞ The choice of platform beam will depend on the project.

Variant 1Pairs of H20 beams

Variant 2U200-section girders +

H20 beams

Max. imposed load per support: 14.0 kN

Max. imposed load per support: 26.0 kN

Nuts & bolts etc. required for each connection:● 1 square bolt M10x160 + hex-

agon nut M10 + spring washer A10

Nuts & bolts etc. required for each connection:● 1 square bolt M10x160 + hex-

agon nut M10 + spring washer A10

● 1 hexagon bolt M16x35 + hex-agon nut M16 + spring washer A16

Type of beamWooden spacer [mm]

(B) (C) (D) H20 P 60 x 118 30 x 118 97 x 118H20 N 50 x 118 26 x 118 92 x 118

9710-348-01

A y

x

a

9710-348-02

B C

9710-348-03

D

E Travelling gear MF

F Pinion-gear positionZ Fixing-wedge

9710-347-01

E

9710-347-02

F

Z

User information Doka climbing formwork MF 240 Mounting instructions

45999710002 - 07/2009 Ü


Mounting the deck-boards➤ Lay deck-boards (E) flush to either side of the Hori-

zontal profiles.➤ Fasten deck-boards to the Doka beams with univer-

sal countersunk screws 6x80.

b ... 2415 mm

Platform decking on the suspension-point side:

c ... 35 mm

Note:Wooden platform components must, as a minimum, comply with strength grade C24 to EN 338.In Germany, wooden platform components must also bear the "Ü-symbol" mark of conformity.

Working platform with manhole➤ Screw planks to the underside of the deck-boards to

distribute the loads.

➤ Cut out the opening for the manhole.

e ... minimum overlap: 2 whole deck-boards f ... 710 mm g ... 610 mm

➤ Screw the Manhole B 70/60cm onto the deck-boards with universal countersunk screws 5x50.

Every deck-board must be fixed with 4 screws!Do a sight-check to make sure that the deck-boards have been fixed properly!

G e.g. plank, 5x20 cm

☞ Important note:If the working platform is to be used as a heavy-duty scaffold platform, the platform decking must be adapted so that it meets the structural-design requirements.

A Horizontal profile MF

b

9710-345-01

G

9710

-345

-02

c

A

Every deck-board must be fixed with a square bolt M10 and a hexagon nut M10!Do a sight-check to make sure that the deck-boards have been fixed properly!

H e.g. plank, 5x20 cmI Square bolt M10 + washer R11 + hexagon nut M10

H Manhole B 70/60cm

9710-346-02

fe g

H I

9710-346-01

J

46 999710002 - 07/2009 Ü



Mounting the railings➤ Attach the handrail post to the Horizontal profile MF

using M20 nuts & bolts etc.➤ Attach a toeboard (min. 15x3 cm) to the handrail

post with a square bolt M10.➤ Insert guard-rail boards and use nails to secure them

to the handrail post plates or attach scaffolding tubes 48.3mm using Screw-on couplers 48mm 95.

Nuts & bolts etc. required for each handrail post:● 1 square bolt M10x120● 1 washer A10● 1 hexagon nut M10(not included with product)


Mounting the Vertical profile MF➤ Attach a four-part lifting chain (e.g. Doka 4-part chain

3.20m) to the front and rear crane hoisting points of the pre-assembled working platform.

➤ Set down the working platform on a temporary sup-port.

a ... Height of temporary support: min. 1.80 m

K Handrail postL Hexagon bolt M20x45 + hexagon nut M20 + spring washer A20M Toeboard min. 15x3 cmN Guard-rail boardX Scaffolding tube 48.3mmY Screw-on coupler 48mm 95

9710-344-02

K

L

M

N

9710-371-01

K

L

M

YX

9710-344-01

Front crane hoisting point Rear crane hoisting point

O Bolts in the Horizontal profile MF

☞ ➤ Secure the temporary support so that it can-not tip over.

D Temporary support (e.g. Doka load-bearing tower Staxo 100)

9710-342-02

O

9710-342-03

O

9710-342-01

Pa


47999710002 - 07/2009 Ü


Straight wall (Vertical profile MF80)➤ Bolt the Vertical profile MF80 onto the Horizontal

profile MF with a Fastening bolt d32/145 and secure this with a linch pin 6x42.

➤ Bolt the Pressure struts MF onto the Horizontal pro-file MF and Vertical profile MF with Fastening bolts d32/145 and secure these bolts with linch pins 6x42.

a ... 285 mm b ... 1075 mm c ... 2055 mm

Inclined wall (Vertical profile MF160)➤ Bolt the Vertical profile MF160 onto the Horizontal

profile MF with a Fastening bolt d32/145 and secure this with a linch pin 6x42.

➤ Set the length of the Pressure spindle MF240 as shown in the shop drawing / assembly plan.Make sure that the pressure spindle is extended the same distance at either end of the spindle.

➤ Bolt the Pressure spindle MF240 onto the Horizontal profile MF and Vertical profile MF with Fastening bolts d32/145 and secure these with linch pins 6x42.

a ... 120 mm b ... 1415 mm

Mounting the scaffolding-tube brac-ing➤ Attach the scaffolding-tube bracing to the Vertical

profile MF.Distance between screw-on coupler and swivel cou-pler: max. 160 mm.

Tightening torque of the couplers for the bracing tubes: 50 Nm

A Horizontal profile MFQ Vertical profile MF80R Pressure strut MF longS Pressure strut MF shortT Fastening bolts d32/145 + linch pins 6x42

A Horizontal profile MFU Vertical profile MF160

9710-311-01

a

b

c

A

Q

R

S

T T T

T

T

9710-302-01

a

b

A

V

T T

T

U

V Pressure spindle MF240T Fastening bolts d32/145 + linch pins 6x42

W Scaffolding tube 48.3mmX Screw-on coupler 48mm 50Y Swivel coupler 48mm

9710-343-01

W

XY

48 999710002 - 07/2009 Ü



Mounting the pouring platform

Mounting the platform beams

➤ Attach Doka H20 beams to the Screw-on access bracket MF75 using e.g. Brace stirrups 8.

Mounting the deck-boards➤ Fasten deck-boards to the Doka beams with univer-


b ... 950 mm (for straight walls)

Cut-out needed in platform decking (for access to the crane-hoisting point on the Vertical waling MF):

a ... 100 mm


For details of how to assemble and use the pouring platforms for the formwork system that is being used, see the "Doka large-area form-work Top50" or "Doka framed formwork Framax Xlife" User Information booklets.

CAUTIONThere is a risk of the hexagon nuts working loose on the Brace stirrup 8.➤ Fix the hexagon nuts on the Brace stirrup 8

with an Anti-twisting plate for Brace stir-rup 8.

Always bend the anti-twisting plate over the flat side of the hexagon nut.Use each anti-twisting plate once only.

A Screw-on access bracket MF75B Brace stirrup 8S Anti-twisting plate for Brace stirrup 8


9710

-361

-02

B

S

9710-356-01

A

B


C e.g. plank, 5x20 cm

D Vertical waling MF

b

9710-362-01

C

a

9710-362-02

D


49999710002 - 07/2009 Ü


Mounting toe-board planks➤ Attach a toeboard (min. 15x3 cm) to the handrail

post with a square bolt M10.



Inclined wall (with swivel plate)➤ Using M20x45 and M20x110 nuts & bolts etc., mount

a Swivel plate MF to the Screw-on access bracket MF75 at the desired angle.

E Toeboard min. 15x3 cm

9710-361-01

E

A Screw-on access bracket MF75F Swivel plate MFG Hexagon bolt M20x45 + spring washer A20 + hexagon nut M20H Hexagon bolt M20x110 + spring washer A20 + hexagon nut M20

9710-363-01

H

G

A

F

9706-219-01

30°20°

10°0°

10°20°

30°

50 999710002 - 07/2009 Ü



Mounting the travelling unit

Setting the adjusting spindleTools needed:● Reversible ratchet 1/2"● Box nut 24 and● Fork wrench 22/24 (for the threaded joins on the

adjusting spindle)➤ Adjust dimension "b" as shown in the shop drawing /

assembly plan, using the adjusting spindle.

Mounting the scaffolding-tube brac-ing➤ Lay down the Vertical walings MF, spaced apart by

the exact centre-to-centre distance.➤ Attach horizontal scaffolding tubes.➤ Align the Vertical walings MF so that their diagonals

are identical.➤ Attach a diagonal scaffolding tube.

Distance between screw-on coupler and swivel cou-pler: max. 160 mm.



Note:To make it possible to mount the ladders providing access to the pouring platforms, the scaffolding tubes must be mounted in the positions shown.

A Vertical waling MFB Adjusting spindle

Check position "a" of the adjusting spindle on the vertical waling and change this if neces-sary.

ab

9710-354-01

B A

A Vertical waling MFC Scaffolding tube 48.3mm (horizontal)D Screw-on coupler 48mm 50E Scaffolding tube 48.3mm (diagonal)F Swivel coupler 48mm

9710-350-01

y

x

a

C

E

F

A

D


51999710002 - 07/2009 Ü


Mounting the Plumbing spindle MF➤ Bolt the yellow galvanised end of the Plumbing spin-

dle MF into the Vertical waling MF with a D25/151 head bolt, and secure this with a 6x42 linch pin.

➤ Set the lengths of the Plumbing spindles MF as shown in the shop drawing / assembly plan.Make sure that the Plumbing spindles are extended the same distance at either end of each spindle.

Mounting the pouring platformOnly when the Screw-on access bracket MF75 is being used as a pouring platform.➤ Mount the pre-assembled pouring platform to the

Vertical walings MF (see the section headed "Mount-ing the pouring platform").

A Vertical waling MFB Plumbing spindle MF

A

G

9710-355-01

9710-323-01

G

A

Pouring platform without Swivel plate MF

Pouring platform with Swivel plate MF

A Vertical waling MFH Screw-on access bracket MF75I Swivel plate MFJ Hexagon bolt M20x45 + spring washer A20 + hexagon nut M20K Hexagon bolt M20x110 + spring washer A20 + hexagon nut M20

9710-369-01

K

J

H

A

9710-370-01

K

J

H

A

IJ

J

9710-368-01

H

A

52 999710002 - 07/2009 Ü



Mounting the formwork

Framed formworke.g. framed formwork Framax Xlife

Preparing the formwork➤ Set the gang-form down on a flat surface, with the

form-ply facing downwards.➤ Fix Multi-purpose walings WS10 Top50 in the waling

profiles of the framed formwork panels, using Framax wedge clamps.

The length of the Multi-purpose waling WS10 Top50 will depend on the width of the gang-form.

Mounting the pouring platform➤ Attach Framax brackets and mount deck-boards.➤ Also mount guard-rail boards, except where they

would get in the way of the lifting chains when the gang-form is lifted into the upright.

Follow the directions in the "Doka framed form-work Framax Xlife" User Information!

☞ Important note:As an additional precaution, mount a wedge clamp at both ends of the adjusting spindle.

D Multi-purpose waling WS10 Top50E Framax wedge clamp

9710-367-01

D E

9710

-373

-01

ED

M Framax bracket 90

9710-366-01

M


53999710002 - 07/2009 Ü


Timber-beam formworke.g. Large-area formwork Top50

Preparing the formwork➤ Set the formwork element down on a flat surface,

with the form-ply facing downwards.

Mounting the pouring platform➤ Attach Universal brackets and mount deck-boards.➤ Also mount guard-rail boards, except where they

would get in the way of the lifting chains when the gang-form is lifted into the upright.

Follow the directions in the "Doka large-area formwork Top50" User Information!

M Universal bracket 90

9710-365-01

9710-364-01

M

54 999710002 - 07/2009 Ü



Mounting the suspended platform

Mounting the scaffolding-tube brac-ing➤ Lay down the Suspension profiles MF, spaced apart

by the exact centre-to-centre distance.➤ Attach horizontal scaffolding tubes.➤ Align the Suspension profiles MF so that their diago-

nals are identical.➤ Attach a diagonal scaffolding tube.

Distance between screw-on coupler and swivel cou-pler: max. 160 mm.



Mounting the Screw-on access bracket MF75

Straight walls

a ... distance from structure (approx. 390 mm)

A Suspension profile MFB Scaffolding tube 48.3mm (horizontal)C Screw-on coupler 48mm 50D Scaffolding tube 48.3mm (diagonal)E Swivel coupler 48mm

9710-357-01

y

x

aAB

C

D

E

On intermediate plat-form

On suspended platform

A Suspension profile MFF Screw-on access bracket MF75G Distance profile MFI Hexagon bolt M20x45 + spring washer A20 + hexagon nut M20J Hexagon bolt M20x110 + spring washer A20 + hexagon nut M20

a 9710-358-01

G

A

F

F

9710-358-02

I

J

9710-358-03I

J I

9710-312-01


55999710002 - 07/2009 Ü


Inclined wall (with swivel plate)

a ... distance from structure (will depend on the angle of the wall)

Mounting the platform beams

➤ Attach Doka H20 beams to the Screw-on access bracket MF75 using e.g. Brace stirrups 8.

On intermediate plat-form

On suspended plat-form

A Suspension profile MFF Screw-on access bracket MF75G Distance profile MFH Swivel plate MFI Hexagon bolt M20x45 + spring washer A20 + hexagon nut M20J Hexagon bolt M20x110 + spring washer A20 + hexagon nut M20

a 9710-359-01

G

A

F

F

H

H

9710-359-02

J

I

I

I

9710-359-03

J

I

I

II

9706-219-01

30°20°

10°0°

10°20°

30°

CAUTIONThere is a risk of the hexagon nuts working loose on the Brace stirrup 8.➤ Fix the hexagon nuts on the Brace stirrup 8

with an Anti-twisting plate for Brace stir-rup 8.

Always bend the anti-twisting plate over the flat side of the hexagon nut.Use each anti-twisting plate once only.

F Screw-on access bracket MF75K Brace stirrup 8S Anti-twisting plate for Brace stirrup 8


9710

-361

-02

K

S

9710-352-01

F

K

56 999710002 - 07/2009 Ü



Mounting the deck-boards➤ Fasten deck-boards to the Doka beams with univer-


b ... 1170 mm (for straight walls)

Cut-out needed in platform decking

a ... 70 mm b ... 120 mm c ... 280 mm (for straight walls)


Mounting the guard-rail boards➤ Attach a toeboard (min. 15x3 cm) to the handrail

post with a square bolt M10.➤ Insert guard-rail boards and use nails to secure them

to the handrail post plates or attach scaffolding tubes 48.3mm using Screw-on couplers 48mm 95.




L e.g. plank, 5x20 cm

A Suspension profile MF

b

9710-349-01

L

a

bc

9710-353-01

A

M Toeboard min. 15x3 cmN Guard-rail boardO Scaffolding tube 48.3mmP Screw-on coupler 48mm 95

9710-351-03

N

M

9710-371-02

P

M

O

9710-351-01


57999710002 - 07/2009 Ü


Sideguards on exposed platform-endsPlatform railings which do not extend all the way around the platform must be closed by attaching side railings, e.g. at● corner transitions● exposed fall-hazard locations which result from a

climbing unit being repositioned

Handrail clamp S

The sideguard consists of:● 2 Handrail clamps S● 3 guardrail boards, min. 15 x 3 cm (in-situ)How to mount:➤ Wedge the Handrail clamps firmly to the platform

beams (clamping range 2 – 43 cm).➤ Secure the guardrail boards to the loops on the

Handrail clamp S with one 28 x 65 nail per loop.

WARNINGExposed fall-hazard location!Danger to life from fatal falls!➤ Either use personal protective equipment to

protect against falls or mount the sideguards at the same time as the platforms are assembled.

A Handrail clamp SB Guard-rail board min. 15x3 cm (site-provided)

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

9710-372-01

A

B

58 999710002 - 07/2009 Ü

Dismantling User information Doka climbing formwork MF 240


DismantlingDismantling

Lifting the formwork off the climbing unit➤ Secure the working platform with fastening bolts.

➤ Attach the lifting chain to the lifting brackets on the formwork gang.This protects the formwork against tipping over.

➤ Remove the two top guard-rail boards from the pour-ing platform.

➤ Remove the waling-to-bracket holders and lift the formwork element or panel off the climbing unit.

➤ Set down and dismantle the formwork element.

☞ Important note:● A hard, flat, firm surface is needed!● Provide a sufficiently large dismantling

space.● Read and observe the section headed

"Resetting by crane".

Do a sight-check to make sure that the fasten-ing bolts are in the horizontal!

9710-268-02

9710

-333

-01

9710-334-01

User information Doka climbing formwork MF 240 Dismantling

59999710002 - 07/2009 Ü



➤ Unscrew the bolted connection between the Vertical waling MF and the Travelling gear MF.

➤ Unscrew the bolted connection between the Plumb-ing spindle MF and the Travelling gear MF.

➤ Lift the Vertical waling MF and Plumbing spindle MF off the climbing unit and set them down.

Lifting the climbing unit off the structure➤ Attach the climbing unit to the crane with a four-part

lifting chain (e.g. Doka 4-part chain 3.20m)➤ Dismount the "Wind bracing".➤ Remove the fastening bolts (= lift-out guard) from the

suspension points.➤ Gently raise the entire unit by crane, and move it

away from the building.

➤ Set down the climbing unit and dismantle it.

➤ All other dismantling steps are carried out on the ground, in the opposite order of steps from those in which the equipment was assembled.

9710-326-01

9710-335-01

9710-336-01

9710-337-01

9710-338-01

60 999710002 - 07/2009 Ü

General remarks User information Doka climbing formwork MF 240


General remarksLadder systemFor safe up-and-down access between platforms.

a ... min. 1 m b ... height of casting section

Note:The Ladder system XS must be implemented in such a way that all national regulations are complied with.Put up safety netting in the ladder and manhole zone, as required by the applicable regulations.

A Manhole B 70/60cmB System ladder XS 4.40mC Ladder extension XS 2.30mD Ladder adapter SKE Ladder adapter XSF Ladder clamp SKG Ladder cage XS

9710-314-01

A

F

B

A

B

C

E

G

WARNING➤ The Ladders XS may only be used as part of

the XS system, and must NOT be used sep-arately (as "lean-to" ladders).

9710-314-02

a

a

bb

User information Doka climbing formwork MF 240 General remarks

61999710002 - 07/2009 Ü


a ... min. 1 m b ... height of casting section

9710-341-01

A

F

A

B

D

G

D

A

B

D

A

B

B

9710-341-02

a

a

bb

bb

a

a

62 999710002 - 07/2009 Ü



Attaching the ladders

to the bracing tubes

➤ Fix the System ladder XS 4.40m to the manhole with a ladder stirrup.

➤ Insert a Ladder bolt XS through the rung of the lad-der and secure it on both sides with a d4 spring cot-ter.

➤ Fix both ladder stiles to the scaffolding-tube bracing using Ladder clamps SK and screw-on couplers 48mm 50.

on casting-section heights of up to 3.40 mManhole B 70/60cm➤ Fix the System ladder XS 4.40m to the manhole with

a ladder stirrup.

➤ Screw the Ladder adapter SK to the platform deck-ing.

➤ Bolt the System ladder XS 4.40m into the Ladder adapter SK and secure the bolts on both sides with a d4 spring cotter.

Manhole lid➤ Fix the System ladder XS 4.40m to the platform

decking with a Ladder holder SK.

➤ Screw the Ladder adapter SK to the platform deck-ing.

➤ Bolt the System ladder XS 4.40m into the Ladder adapter SK and secure the bolts on both sides with a d4 spring cotter.

For details of how to attach the ladders to the formwork, see the "Doka large-area formwork Top50" or "Doka framed formwork Framax Xlife" User Information booklets.

☞ Important note:➤ Leave sufficient clearance between the bot-

tom of the ladder and the decking of the working platform (so that the formwork can still be travelled forward and back freely dur-ing formwork set-up and removal).

K Ladder bolt XS

CAUTIONThe Ladder clamp XS does not sustain vertical loads!➤ The Ladder clamp SK must only be used in

conjunction with a Ladder bolt XS or a Con-nector XS for wall formwork.

98010-337-01

K

9766-274-02

E Ladder stirrupF Ladder adapter SK

J Ladder holder SKG Cover hinge SK 35cm

98010-338-01

E

98010-338-02

F

98010-348-01

JG


63999710002 - 07/2009 Ü


on casting-section heights of over 3.40mManhole B 70/60cm➤ Fix the System ladder XS 4.40m to the manhole with

a ladder stirrup.➤ Insert a Ladder bolt XS through the rung of the lad-

der and secure it on both sides with a d4 spring cot-ter.

➤ Screw the Ladder adapter XS to the platform deck-ing.

➤ Fix the bottom of the ladder to the Ladder adapter XS.

Lengthening the ladderPermanently fixed ladder extension➤ Insert the Ladder extension XS 2.30m (C) into the

uprights of the System ladder XS 4.40m (B) , with its hooking brackets facing downwards, and fasten it with the screws, bolts etc. supplied (width-across 17mm).

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

Telescoping ladder extension (for adjusting to ground level)➤ To telescope the ladders past one another, lift the

safety latch (I) on the ladder (B) and fix the Ladder extension XS 2.30m (C) onto the desired rung of the other ladder.A telescoping join between two Ladder extensions XS 2.30m can be made in the same way.

Ladder cage

➤ Fix the Ladder cage XS 1.00m (F) onto the next available rung. The safety latches (J) prevent the cage being accidentally lifted out. Add further Ladder cages XS 1.00m, in each case fixing them onto the next available rung.

K Ladder bolt XS

98010-337-01

K

98010-337-02

Tr625-202-01

B

C

☞ Important note:➤ Always observe all relevant safety regula-

tions applying to the use of the Ladder cage XS in the country in which you are operating (e.g. in Germany: BGV D 36).

9766

-273

-02

I

B

C

Tr625-201-03

I

C

Tr625-201-02

J

F

64 999710002 - 07/2009 Ü



Transporting, stacking and storingThe following instructions must be complied with when storing and transporting separate parts or assemblies. This ensures careful, safe treatment of the equipment:● The parts must be onloaded and off-loaded, trans-

ported and stacked in such a way that it is not possi-ble for them to fall off, tip over or slide apart.

● Only set down the parts or assembly units on flat, firm, clean surfaces.

● Spread-angle β of slinging chains: max. 30°.● Do not detach parts from the lifting straps until they

have been safely set down.● When transporting the equipment by truck, bundle

the components or otherwise secure them against slippage, or else transport them in suitable contain-ers.

● Protect all components against soiling, as this pro-longs their service life.

● Clearly arranged, logical storage arrangements reduce the time needed for assembly.

● Using intermediate packing timbers during storage and transport lessens the risk of damage.

Please co-ordinate arrangements for return delivery of the equipment with the Doka branch responsible.


65999710002 - 07/2009 Ü


Doka shaft platform

The climbing formwork for inside-shaftsDoka shaft platforms permit quick and easy reposition-ing in just one crane cycle. This makes them a cost-saving system for forming inside-shafts.

Ingenious modular system● uses telescopic shaft beams for easy accommoda-

tion to any structure plan● makes the system quick and easy to assemble● facilitates attaching a follow-up platform

Easy to operate● formwork can be set up and struck quickly with no

need for a crane● cuts back on crane time by enabling fast reposition-

ing of the entire unit (platform plus shaft formwork)

Easy mounting-system● provides maximum safety● with either "Main beam head" or pawl

Follow the directions in the "Doka shaft plat-form" User Information booklet.

TR623-200-07

66 999710002 - 07/2009 Ü



Doka service offerings

Doka "Ready-to-Use" Service

Ready-to-use formworks - for even the most unusual assignmentsWhatever 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.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.

Pre-assembled platform decking reduces assembly timesThe pre-assembled platform decking has many advan-tages:● Pre-assembly in the factory or at the depot helps to

cut costs.● Operations scheduling ensures efficient assembly.● High precision ensured by use of assembly bench.● No space problems.● No need for on-site improvisation.● Reduces assembly times on the site.● Climbing scaffold is available for use very quickly.● Low transport volume.

Doka customer training

Formwork training paysForming operations account for the lion’s share of labour costs on concrete construction sites. Modern formwork equipment helps to rationalise operations. By improving the overall construction sequence at the same time, however, further very worthwhile gains in efficiency can be achieved.This requires not only better equipment, but also greater skill in making optimum use of this equipment. Doka can help here, with its specialist training pro-gramme - to help each and every member of the team do his bit towards boosting efficiency and lowering costs.Doka customer training events also look at the form-work equipment and handling methods that are needed in order to achieve optimum safety - knowledge and awareness which can only enhance workplace safety on the site.You’ll find the Doka training programme well worth looking into.Your nearest Doka branch will be pleased to tell you more about Doka's various training offerings.

Article n°[kg] Article n°[kg]

67999710002 - 07/2009 Ü

User information Doka climbing formwork MF 240 Component overview


Component overviewDoka Climbing SystemClimbing formwork MF 240

Horizontal profile MF with handrail post 88.5 581618000Horizontalprofil MF mit Geländer

Vertical profile MF80 44.0 580652000Vertikalprofil MF80

Vertical profile MF160 90.5 580660000Vertikalprofil MF160

Pressure strut MF long 24.7 580653000Druckstrebe MF lang

Pressure strut MF short 16.3 580654000Druckstrebe MF kurz

Pressure spindle MF240 26.0 580680000Druckspindel MF240

Travelling gear MF 32.3 580656000Fahrwerk MF

Plumbing spindle MF 3.00m 23.0 580657000Einrichtspindel MF 3,00m

Plumbing spindle MF 4.50m 46.0 580664000Einrichtspindel MF 4,50m

Vertical waling MF 3.00m 76.8 580658000Fahrriegel MF 3,00m

Vertical waling MF 4.50m 123.8 580663000Fahrriegel MF 4,50m

GalvanisedLength: 251 cmHeight: 155 cm

GalvanisedHeight: 213 cm


GalvanisedLength: 252.9 cm

GalvanisedLength: 183.2 cm

GalvanisedHeight: 166 - 226 cm


Length: 166-229 cm

GalvanisedLength: 262 - 345 cm

Galvanised

Galvanised


68 999710002 - 07/2009 Ü

Component overview User information Doka climbing formwork MF 240


Vertical waling extension MF 41.5 580659000Fahrriegelverlängerung MF

Suspension profile MF 43.0 580668000Hängeprofil MF

Screw-on access bracket MF75 19.0 580669000Anschraubbühne MF75

Distance profile MF 7.8 580670000Distanzprofil MF

Swivel plate MF 4.5 580672000Schwenkplatte MF

Brace stirrup 8 2.7 582751000Spannbügel 8

Safety plate for brace stirrup 8 0.05 582753000Sicherungsblech für Spannbügel 8

Starter block unit MF 23.2 580678000Grundblockriegel MF

Wind bracing MF/150F/K 6.00m 4.7 580665000Windabspannung MF/150F/K 6,00m

Wind bracing MF 6.00m 4.3 580677000Windabspannung MF 6,00m

Waling-to-bracket holder 9-15cm 2.7 580625000Riegelhalter 9-15cm

Waling-to-bracket holder 2.5 580526000Keilriegelhalter

Handrail clamp S 11.5 580470000Schutzgeländerzwinge S

Universal railing shackle 3.0 580478000Universal-Geländerbügel

Manhole B 70/60cm 22.0 581530000Bühnendurchstieg B 70/60cm


Height: 368 cm


Length: 71 cm


GalvanisedWidth: 19 cmHeight: 46 cmWidth-across: 30 mmNever weld or heat tie-rods - risk of fracture!

Powder-coated, redLength: 23 cm

GalvanisedLength: 143 cmWidth: 19 cm

Galvanised

Galvanised

Galvanised


GalvanisedHeight: 123 - 171 cm


Steel parts galvanisedTimber parts varnished yellowLength: 81 cmWidth: 71 cm


69999710002 - 07/2009 Ü



Cover hinge SK 35cm 0.30 581533000Deckelscharnier SK 35cm

Doka 4-part chain 3.20m 15.0 588620000Doka-Vierstrangkette 3,20m

Crane sling 3.50m 8.8 580461000Kranseilschlaufe 3,50m

Fix-De-Fix remote uncoupling system 3150kg 27.0 586014000Abhängeautomat Fix-De-Fix 3150kg

Scaffold tube 48.3mm 1.00m 4.0 682014000Scaffold tube 48.3mm 1.50m 6.0 682015000Scaffold tube 48.3mm 2.00m 8.0 682016000Scaffold tube 48.3mm 2.50m 10.0 682017000Scaffold tube 48.3mm 3.00m 12.0 682018000Scaffold tube 48.3mm 3.50m 14.0 682019000Scaffold tube 48.3mm 4.00m 16.0 682021000Scaffold tube 48.3mm 4.50m 18.0 682022000Scaffold tube 48.3mm 5.00m 20.0 682023000Scaffold tube 48.3mm 5.50m 22.0 682024000Scaffold tube 48.3mm 6.00m 24.0 682025000Scaffold tube 48.3mm .....m 4.0 682001000Gerüstrohr 48,3mm

Screw-on coupler 48mm 50 0.84 682002000Screw-on coupler 48mm 95 0.71 586013000Anschraubkupplung

Swivel coupler 48mm 1.5 582560000Drehkupplung 48mm

Tool box GF 6.5 580390000GF-Werkzeugboxincluded in scope of supply:(A) Reversible ratchet 1/2" 0.73 580580000

GalvanisedLength: 30 cm

(B) Fork wrench 13/17 0.08 580577000(C) Fork wrench 22/24 0.22 580587000(D) Fork wrench 30/32 0.80 580897000(E) Ring spanner 17/19 0.27 580590000(F) Extension 11cm 1/2" 0.20 580581000(G) Extension 22cm 1/2" 0.31 580582000(H) Universal joint coupling 0.16 580583000(I) Nut for box spanner 19 1/2" L 0.16 580598000(J) Box nut 13 1/2" 0.06 580576000(K) Box nut 24 1/2" 0.12 580584000(L) Box nut 30 1/2" 0.20 580575000

Additional tools MF 4.1 580682000Zusatzwerkzeuge MFconsisting of:(A) Reversible ratchet 3/4" 1.5 580894000


(B) Box nut 17 1/2" 0.07 580685000(C) Box nut 50 3/4" 0.81 581449000(D) Extension 20cm 3/4" 0.68 580683000(E) Transition piece A 1/2"x3/4" 0.18 580684000(F) Universal cone spanner 15.0/20.0 0.90 581448000

GalvanisedLength: 9 cmWidth-across: 50 mm

Nut for box spanner 24 1/2" L 0.30 586364000Hülsennuss 24 1/2" L

Combination wrench 24 0.25 582839000Ring-Maulschlüssel 24

Max. load: With angle of inclination β 30°: 2400 kg (with 2 cables) or 3600 kg (with 4 cables)Follow the directions in the "Operat-ing Instructions"!

Diameter: 16 cmMax. load: 1950 kgFollow the directions in the "Operat-ing Instructions"!

Max. load: 3150 kgFollow the directions in the "Operat-ing Instructions"!

Galvanised

GalvanisedWidth-across: 22 mm

GalvanisedWidth-across: 22 mm


70 999710002 - 07/2009 Ü

Component overview User information Doka climbing formwork MF 240


Ratchet MF 3/4" SW50 3.8 580648000Antriebsknarre MF 3/4" SW50

Ladder system XS

System ladder XS 4.40m 33.2 588640000System-Leiter XS 4,40m

Ladder extension XS 2.30m 19.1 588641000Leiternverlängerung XS 2,30m

Ladder clamp SK 0.23 581239000Leiternklemme SK

Ladder bolt XS 0.85 581561000Leiternbolzen XS

Ladder holder SK 0.36 581532000Leiternhalter SK

Ladder adapter SK 2.3 581531000Leiternfuß SK

Ladder adapter XS 5.0 588673000Leiternfuß XS

Connector XS Wall formwork 20.8 588662000Anschluss XS Wandschalung

Ladder cage XS 1.00m 16.5 588643000Ladder cage XS 0.25m 10.5 588670000Rückenschutz XS

Tie rod system 15.0

Universal climbing cone 15.0 1.3 581977000Universal-Kletterkonus 15,0

Sealing sleeve K 15.0 0.03 581976000Dichtungshülse K 15,0

Fair-faced concrete positioning cone MF 15.0 1.5 581928000Sichtbetonvorlauf MF 15,0

Sealing disk 53 0.003 581838000Dichtscheibe 53

Fair-faced concrete plug 52mm plastic 0.01 581850000Sichtbetonstopfen 52mm Kunststoff

Galvanised

Galvanised

Galvanised



Galvanised

Galvanised


GalvanisedWidth: 89 cmHeight: 63 cm

Galvanised

GalvanisedLength: 13 cmDiameter: 5 cmTool: Spanner for universal climbing cone 15.0/20.0

OrangeLength: 12 cmDiameter: 6 cm

GalvanisedLength: 12.6 cmDiameter: 5.3 cmTool: Spanner for universal climbing cone 15.0/20.0

BlackDiameter: 5.3 cm

Grey


71999710002 - 07/2009 Ü



Cone screw B 7cm 0.86 581444000Konusschraube B 7cm

Form-ply protector for cone 15.0 0.38 580220000Schalhautschutz für Konus 15,0

Positioning clamp M30 0.19 581833000Vorlaufklemme M30

Positioning disk M30 0.25 581975000Vorlaufscheibe M30

Stop anchor 15.0 11.5cm 0.77 581868000Sperranker 15,0 11,5cm

Stop anchor 15.0 16cm 0.83 581997000Sperranker 15,0 16cm

Stop anchor 15.0 40cm 1.4 581999000Sperranker 15,0 40cm

Stop anchor double-ended 15.0 20cm 1.1 581820000Sperranker beidseitig 15,0 20cm

Wall anchor 15.0 15cm 1.5 581893000Wandanker 15,0 15cm

Pigtail anchor 15.0 0.92 581984000Wellenanker 15,0

Tie rod 15.0mm galvanised 0.50m 0.72 581821000Tie rod 15.0mm galvanised 0.75m 1.1 581822000Tie rod 15.0mm galvanised 1.00m 1.4 581823000Tie rod 15.0mm galvanised 1.25m 1.8 581826000Tie rod 15.0mm galvanised 1.50m 2.2 581827000Tie rod 15.0mm galvanised 1.75m 2.5 581828000Tie rod 15.0mm galvanised 2.00m 2.9 581829000Tie rod 15.0mm galvanised .....m 1.4 581824000Tie rod 15.0mm non-treated 0.50m 0.73 581870000Tie rod 15.0mm non-treated 0.75m 1.1 581871000Tie rod 15.0mm non-treated 1.00m 1.4 581874000Tie rod 15.0mm non-treated 1.25m 1.8 581886000Tie rod 15.0mm non-treated 1.50m 2.1 581876000Tie rod 15.0mm non-treated 1.75m 2.5 581887000Tie rod 15.0mm non-treated 2.00m 2.9 581875000Tie rod 15.0mm non-treated 2.50m 3.6 581877000Tie rod 15.0mm non-treated 3.00m 4.3 581878000Tie rod 15.0mm non-treated 3.50m 5.0 581888000Tie rod 15.0mm non-treated 4.00m 5.7 581879000Tie rod 15.0mm non-treated 5.00m 7.2 581880000Tie rod 15.0mm non-treated 6.00m 8.6 581881000Tie rod 15.0mm non-treated 7.50m 10.7 581882000Tie rod 15.0mm non-treated .....m 1.4 581873000Ankerstab 15,0mm

Tie rod wrench 15.0/20.0 1.9 580594000Ankerstabschlüssel 15,0/20,0

Super plate 15.0 2.0 581966000Superplatte 15,0

Plastic tube 22mm 2.50m 0.45 581951000Kunststoffrohr 22mm 2,50m

Universal cone 22mm 0.005 581995000Universal-Konus 22mm

Dacromete coatedLength: 10 cmDiameter: 7 cmWidth-across: 50 mm

Width-across: 70 mm

GalvanisedDiameter: 4 cm

GalvanisedDiameter: 9 cm

Non-treatedNever weld or heat tie-rods - risk of fracture!Follow the fitting instructions!Arrange extra reinforcement steel as per statical requirement.



Non-treatedNever weld or heat tie-rods - risk of fracture!Follow the fitting instructions!Arrange extra reinforcement steel as per statical requirement.Custom lengths can be ordered un-der the special-component Art.n° 580100000, quoting the designation and the desired length in mm.

Galvanised

Non-treatedLength: 67 cmNever weld or heat tie-rods - risk of fracture!

Permitted capacity, allowing a 1.6 : 1 factor of safety against failure: 120 kNPerm. capacity to DIN 18216: 90 kNBreaking load: 195 kNNever weld or heat tie-rods - risk of fracture!

GalvanisedLength: 37 cmDiameter: 8 cm

GalvanisedHeight: 6 cmDiameter: 12 cmWidth-across: 27 mmPermitted capacity, allowing a 1.6 : 1 factor of safety against failure: 120 kNPerm. capacity to DIN 18216: 90 kNBreaking load: > rod breaking load (> 195 kN)

GreyDiameter: 4 cm

999710002 - 07/2009 ÜThe Formwork Experts

Climbing formwork MF 240 –crane-jumped formwork

for structures of any shape and inclinationClimbing formwork MF 240 permits controlled, regular working cycles on all tall structures.

It is extremely easy to set up, and can be tailored to meet a wide range of different requirements.Doka climbing formwork MF 240 is available for rental or purchase.

At any of the Doka branches in your region.Why not give us a call?

The Doka Group's central plant at Amstetten, Austria

LithuaniaLuxembourgMaroccoMexicoNetherlandsNew ZealandPanamaPolandPortugalRomaniaRussiaSenegalSerbiaSlovakiaSloveniaSpainSwitzerlandTaiwanThailandUkraineVietnam

Doka internationalDoka GmbH

Josef Umdasch Platz 1, A 3300 Amstetten, AustriaTel.: +43 (0)7472 605-0, Fax: +43 (0)7472 64430

E-Mail: [email protected]: www.doka.com

AlgeriaSARL Doka Algérie24 A Route de la RassautaBordj-El-Kifane, BP 170, 16120 AlgerTelephone: +213 (0)21 21 27 26Telefax: +213 (0)21 21 28 98E-Mail: [email protected]

CanadaDoka Canada Ltd./Ltée5404 - 36th Street S.E.Calgary AB T2C 1P1Telephone: +1 403 243-6629Telefax: +1 403 243-6787E-Mail: [email protected]

ChinaDoka Formwork (Shanghai) Co. Ltd.Bldg. 2, No.3883 Yuanjiang RoadMinhang DistrictShanghai 201109Telephone: +86 21 6090 0899Telefax: +86 21 6090 1099E-Mail: [email protected]

IndiaDoka India Pvt. Ltd.Hiranandani Business ParkSentinel Bldg 2nd FloorCommercial Premises No 201&202Powai, Mumbai - 400 076Telephone: +91 22 402 64435Telefax: +91 22 402 64436E-Mail: [email protected]

IrelandDoka Ireland Formwork Techn. Ltd.Monasterboice, DroghedaCounty LouthTelephone: +353 (0)41 686 1620Telefax: +353 (0)41 686 1525E-Mail: [email protected]

JapanDoka Japan K.K.616-18 ToyotomichoFunabashi-shi (High-Tech-Park)274-0053 ChibaTelephone: +81 (0)47 400 5278Telefax: +81 (0)47 407 6700E-Mail: [email protected]

KoreaDoka Korea Ltd.Rm.N.220, Doosan Venture Digm Bldg., 126-1 Pyeongchon-Dong, Dongan-Gu, 431-755 Anyang City, Gyeonggi-DoTelephone: +82 31 478 3700Telefax: +82 31 478 3701E-Mail: [email protected]

KuwaitDoka KuwaitDiv. of Riham Gen. Trad.& Cont. Co.P.O. Box 2217 Salmiyah22023 KuwaitTelephone: + 965 2 4822 462Telefax: +965 2 4822 472E-Mail: [email protected]

LebanonDoka Branch LebanonSodeco Square, Block C / 9th floorBeirutTelephone: +961 (0)1 612569Telefax: +961 (0)1 612570E-Mail: [email protected]

NorwayDoka Norge ASHeggstadmoen 4N 7080 HeimdalTelephone: +47 72 89 38 10Telefax:n +47 72 89 38 11E-Mail: [email protected]

Other subsidiaries andrepresentatives:

BahrainBelgiumBelarusBrazilBulgariaChileCroatiaCzech RepublicDenmark EstoniaFinlandFranceGermanyGreece HungaryIceland IranItalyJordanKazakhstanLatvia

QatarDoka Qatar WLLP.O.Box 23439Doha, QatarTelephone: +974 4500628Telefax: +974 4500608E-Mail: [email protected]

Saudi ArabiaDoka Formwork TechnologyDiv. of Mahmoud Othman Est.P.O. Box 7620Jeddah 21472Telephone: +966 0)2 669 10 08Telefax: +966 (0)2 664 86 25E-Mail: [email protected]

SingaporeDoka Formwork Pte. Ltd.9 Gul CircleSingapore 629565Telephone: +65 6897 7737Telefax: +65 6897 8606E-Mail: [email protected]

South AfricaDoka South Africa (Pty) Ltd.Johannesburg BranchCA Brand Bldg, 2 Sebasa RoadChloorkop Ext.10Kempton Park 1619Telephone: +27 (0)11 310 9709Telefax: +27 (0)11 310 9711E-Mail: [email protected]

SwedenDoka Sverige ABKurödsvägen 20S 451 55 UddevallaTelephone: +46 (0)10 45 16 300Telefax: +46 (0)10 45 16 309E-Mail: [email protected]

TunisiaDoka Tunisia Ltd.Bureau de LiaisonZone Industrielle, Rue d l‘usineLe Kram 2015 TunisTelephone: +216 (0)71 977 350Telefax: +216 (0)71 977 856E-Mail: [email protected]

TurkeyDoka Kalip-IskeleSanayi ve Ticaret A.S.Güzeller Org. San. BölgesiInönü Mah. Nazarbayev Sok. No:1941400 Gebze, KocaeliTelephone: +90 262 751 50 66Telefax: +90 262 751 50 05E-Mail: [email protected]

United Arab EmiratesDoka Gulf FZEP.O. Box 61407Jebel Ali Free Zone, DubaiTelephone: +971 (0)4 881 8096Telefax: +971 (0)4 881 8097E-Mail: [email protected]

United KingdomDoka UK Formwork Technologies LtdMonchelsea Farm, Heath RoadBoughton MonchelseaMaidstone, Kent, ME17 4JDTelephone: +44 (0)1622 74 90 50Telefax: +44 (0)1622 74 90 33E-Mail [email protected]

USADoka USA, Ltd.214 Gates RoadLittle Ferry, NJ 07643Telephone: +1 201 329-7839Telefax: +1 201 641-6254E-Mail: [email protected]: www.dokausa.com

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