999710002_2009_07_online[1]

User information

07/2009 Ü 999710002

Method statement

GB

9710-313-01

Doka climbing formwork MF 240

The Formwork Experts

Introduction

User information Doka climbing formwork MF 240

tion Introduc-

© by Doka Industrie GmbH, A-3300 Amstetten 2

999710002 - 07/2009 Ü The Formwork Experts


Contents

Introduction

Page

Introduction................................................................................................... 2 Elementary safety warnings ........................................................................... 4 Eurocodes at Doka ......................................................................................... 6 System description ...................................................................................... 8 System overview ............................................................................................ 9 Areas of use ................................................................................................. 10 System dimensions ...................................................................................... 14 Possible formwork systems .......................................................................... 15 Schematic workflow of climbing phases ....................................................... 17 Structural design ........................................................................................ 18 Loading data................................................................................................. 18 Structural design .......................................................................................... 19 Anchoring on the structure ....................................................................... 20 Operating the formwork............................................................................. 30 Setting-up the formwork ............................................................................... 30 Formwork removal........................................................................................ 31 Plumbing & aligning the formwork ................................................................ 33 Repositioning.............................................................................................. 34 Lifting by crane ............................................................................................. 34 Operating the climbing formwork ............................................................. 36 Starting up .................................................................................................... 36 1st casting section ........................................................................................ 37 2nd casting section....................................................................................... 38 3rd casting section ....................................................................................... 42 Mounting instructions................................................................................ 44 Assembling the working platform.................................................................. 44 Mounting the pouring platform...................................................................... 48 Mounting the travelling unit........................................................................... 50 Mounting the formwork ................................................................................. 52 Mounting the suspended platform ................................................................ 54 Sideguards on exposed platform-ends......................................................... 57 Dismantling ................................................................................................. 58 General remarks ......................................................................................... 60 Ladder system .............................................................................................. 60 Transporting, stacking and storing ............................................................... 64 Doka shaft platform ...................................................................................... 65 Doka service offerings .................................................................................. 66 Component overview ................................................................................. 67

999710002 - 07/2009 Ü

3 The Formwork Experts

Introduction


Elementary safety warnings Introduction

User target groups

Planning

● This User Information booklet (Method Statement) is aimed at everyone who will be working with the Doka product or system 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 OH&S (occupational health and safety) rules throughout the entire project and to take appropriate additional or alternative workplace safety precautions where necessary.

● Provide safe workplaces for those using the formwork (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 ● The customer is responsible for drawing up, documenting, 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.

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!

4

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 supervision 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 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.



Introduction

Assembly

Regulations; industrial safety

● 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.

● Always observe all industrial safety regulations and other safety rules applying to the application and utilisation of our products in the country and/or region in which you are operating.

Erecting the formwork

Symbols used

● Doka products and systems must be set up in such a way that all loads acting upon them are safely transferred!

The following symbols are used in this booklet:

Pouring ● Do not exceed the permitted fresh-concrete pressures. Excessively high pouring rates lead to formwork 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 scaffolding, platforms or formwork that is still in place!

Instruction as required by EN 13374: ● If a person or object falls against, or into, the sideguard system and/or any of its accessories, the sideguard 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.

☞

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.

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.

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!

Tip Points out useful practical tips.

Reference Refers to other documents and materials.

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

999710002 - 07/2009 Ü


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

γF

Design value of effect of actions (E ... effect; d ... design) Internal forces from action Fd (VEd, NEd, MEd) Design value of an action Fd = γF · 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 = γM γM

Rk

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

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 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: γF = 1.5 γM, timber = 1.3 γM, 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 Load factor

6



Introduction

Notes

999710002 - 07/2009 Ü


System description


System description System description

Doka climbing formwork MF 240 – crane-jumped formwork for structures of any shape and inclination

Modular system

Climbing 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.

Easy to operate

● optimum adaptability to any project, with only a small number of different components

● 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 precisely 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 use

9710-304-05

8

Where 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



System description

System overview Pouring platform A

B

D

There 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.

C

E

F

G

Working platform (Climbing bracket MF240)

H

J

I 9710-301-01

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

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

C Travelling gear MF D Plumbing spindle MF 3.00m or Plumbing spindle MF 4.50m E Horizontal profile MF with handrail post F Vertical profile MF80 or Vertical profile MF160 G Pressure strut MF short + Pressure strut MF long or Pressure spindle MF240 H Suspension profile MF I

Distance profile MF

J Screw-on access bracket MF75

999710002 - 07/2009 Ü


System description


Areas of use Straight walls

High, straight casting sections

L

L

G L J I

A

D H E K Q

I

A

D

M

E Q

P

P

N

N 9710-304-03

M

A Horizontal profile MF with handrail post B Vertical profile MF80 C Vertical profile MF160

P

D Pressure strut MF short E Pressure strut MF long F Pressure spindle MF240

N

G Vertical waling MF 3.00m H Vertical waling MF 4.50m I

9710-321-01

Travelling gear MF

J Plumbing spindle MF 3.00m K Plumbing spindle MF 4.50m L Platform system for the formwork being used M Suspension profile MF N Distance profile MF O Swivel plate MF P Screw-on access bracket MF75 Q Wind bracing MF/150F/K 6.00m

10



System description

Walls with constant inclination

Varying wall inclination P P

O

O G

G

J I

J

A

I

A

F

F

C

C

Q

Q

P

O

P

N

O M

9710-315-01

N M

9710-318-01

999710002 - 07/2009 Ü


System description


Transition from inclined to straight wall

Transition from inclined wall to wall inclined in opposite direction

P

P

O G

G

J I

J

A

I

A

F

F

C

C

Q

Q

P

O

P

N

O M

9710-317-01

N M

9710-316-01

A Horizontal profile MF with handrail post B Vertical profile MF80 C Vertical profile MF160 D Pressure strut MF short E Pressure strut MF long F Pressure spindle MF240 G Vertical waling MF 3.00m H Vertical waling MF 4.50m I

Travelling gear MF

J Plumbing spindle MF 3.00m K Plumbing spindle MF 4.50m L Platform system for the formwork being used M Suspension profile MF N Distance profile MF O Swivel plate MF P Screw-on access bracket MF75 Q Wind bracing MF/150F/K 6.00m

12



System description

Overclimbing concrete projections with a cantilever of up to 25 cm

L

Climbing bracket MF240 used for heavy-duty scaffold platform

A

D E

G

J I

A

9710-320-01

For details on the platform decking, see the section headed "Assembling the working platform". D E

Q

M

b

P

N

9710-319-01

b ... max. 25 cm

999710002 - 07/2009 Ü


System description


System dimensions Straight walls

Inclined wall

e

e

d

a

b

b

d

a

m

g

f

i

k

i

k

h

h

c

c

g

f

9710-315-02 9710-300-04

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

14

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 mm α ... max. 15°



System description

Possible formwork systems Timber-beam formwork

Framed formwork

e.g. Large-area formwork Top50

e.g. framed formwork Framax Xlife

9710-303-01 9710-332-01

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

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

999710002 - 07/2009 Ü


System description


Notes

16



System description

Schematic workflow of climbing phases Start-up phases

9710-307-01

9710-304-04

9710-306-01

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

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

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

Typical phases

9710-300-10

The climbing scaffold is raised to the next casting section.

9710-304-01

The next casting section is poured.

999710002 - 07/2009 Ü


Structural design


Loading data Structural design

Anchoring on the structure

Live loads

Imposed loads V A

H

9710-300-11

B

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

Dimensioning the suspension point The required cube compressive strength of the concrete 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 edge Separate proof must also be provided regarding the load-bearing capacity of the steel used in the anchoring components.

C

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

9710-339-01

A 150 kg/m2 B 300 kg/m2 C 75 kg/m2

18



Structural design

Structural design

☞

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

Influence width of climbing brackets 6.0 A

(A)

1.69

(B)

1.43

4.5 4.0 3.5

9710-100-01

3.0 2.5

0.0

1) 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. Wind pressure [kN/m2] we = cp, net x q(Ze)

B

5.0

2.0

Wind pressure

Curve

5.5

Formwork height [m]

CAUTION ➤ If wind speeds > 72 km/h 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 - move the travelling unit forward (together with the formwork) until it meets the top of the previously cast section, and knock the fixingwedges into place

Example: Where cp, net = 1.3: Permissible wind speed = 164 km/h Where cp, net = 1.3: Permissible wind speed = 151 km/h

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

Influence width [m]

Example ● Basic data: - Curve (B) (wind pressure = 1.43 kN/m2) - formwork height: 4.50 m ● Influence width: 3.20 m

Note: Intermediate values may be linearly interpolated. Follow the directions in the Calculation Guide "Wind loads to the Eurocodes" when determining the wind pressure!

999710002 - 07/2009 Ü




Anchoring on the structure Anchoring on the structure

Components:

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"

F E

D

A

F

C B

9751-237-01

9766-320-02

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

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

Both the positioning points and the suspension points are prepared using one single type of cone, the Universal climbing cone (A) .

Preferably, stop-anchors (D) are used, or – depending on the characteristics of the structure – pigtail anchors (E) .

b c

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 suspending the climbing unit.

a

9766-320-01

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)

20



Dimensioning the suspension point The required cube compressive strength of the concrete 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 edge Separate proof must also be provided regarding the load-bearing capacity of the steel used in the anchoring components.


Anchoring systems Stop-anchor 15.0 40cm Stop-anchor 15.0 16cm Stop-anchor 15.0 11.5cm

Minimum wall thickness 48 cm 24 cm 19 cm

WARNING The short Stop-anchor 15.0 11.5cm has a considerably lower design capacity than the Stopanchor 15.0 16cm. ➤ For this reason, the short stop-anchor is only allowed to be used on systems with low tensile loads at the anchoring location, such as on climbing systems inside shafts. ➤ If the geometry makes this impossible, a revised static calculation, with extra reinforcement steel, must be produced. ➤ The short stop-anchor is thus only permitted for wall thicknesses < 24 cm. For wall thicknesses ≥ 24 cm, the Stop-anchor 15.0 16cm (or larger) must be used.

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

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

d

E

9766-321-01

G

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) E Pigtail anchor 15.0 G Longitudinal reinforcement and U-reinforcements, min. diam. 8 mm, spaced max. 15 cm apart

999710002 - 07/2009 Ü



Preparing the positioning point and suspension point 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-bearing capacity)! ➤ Do not place concrete directly above the pigtail or stop-anchors. ➤ Do not allow the vibrator to touch the pigtail or stopanchors.


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 formply, 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 D G

C

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

F

A

Make marks on the top edge of the formwork so that you can easily see where the anchoring points are during pouring. 9751-204-02

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

☞

● 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 horizontal and the vertical.

22

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



Form-ply protection The "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 mm In order to fit the Form-ply protector, a 46 mm diam. hole must be drilled in the form-ply first.


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

H I A

D

B

Tr768-201-01

C

F

A

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

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

Tr768-202-01

9751-204-03

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

9751-204-04

➤ 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"

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).

J D

F

Before pouring ➤ Check all positioning points and suspension points once again. ● 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 horizontal 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.

Repeat use

A

Universal 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! 9751-204-01

☞

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.

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 Positioning 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"

24




Inclined wall (Vertical profile MF160)

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. Ensure that control-dimension b = 30 mm!

The fastening bolt must be pointing vertically downward!

b

A

➤ Lower the climbing bracket into the prepared suspension 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 accidental lift-out.

C

9710-300-09

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

Reversible ratchet 3/4" with extension

a D

Ratchet MF 3/4" SW 50 B

C

Tr687-200-01

Tr687-200-01

Tr687-200-01 9710-318-02

Straight wall (Vertical profile MF80)

a ... play: approx. 1.5 cm

➤ Lower the climbing bracket into the prepared suspension 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 decking. The climbing bracket is now secured against accidental lift-out.

B Vertical profile MF160 of the climbing bracket C Fastening bolt D Cone screw B 7cm

The connection bolt must be in the horizontal!

D

A

C

a

9710-300-02

a ... play: approx. 1.5 cm A Horizontal profile MF of the climbing bracket C Fastening bolt D Cone screw B 7cm

999710002 - 07/2009 Ü




Thin walls

Other possible anchorages

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

Anchor points with no offset Anchor points with no offset are prepared using the "Stop-anchor double-ended 15.0". Risk of confusion! ➤ Do NOT on any account use Water stops G 15.0 for this application.

DANGER ➤ Do NOT on any account use Stop-anchors 15.0 for this application.

581893000-3

581818000-3

Positioning point F

J

K

A B

C

Positioning point H

A B

C

a G Tr637-200-03

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

E G 9766-320-05

A Universal climbing cone 15.0 B Sealing sleeve K 15.0 C Cone screw B 7cm F Tie-rod 15.0mm

Suspension point

G Packing plate (e.g. Dokaplex 15 mm) H

A B

C

J Super-plate 15.0 K Universal cone 22mm + Plastic tube 22mm

Suspension point b 9766-320-04

E

c

b

c

M

L

a

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 A Universal climbing cone 15.0 B Sealing sleeve K 15.0 C Cone screw B 7cm E Reinforcement steel

Tr637-200-04

b ... 15 - 16 cm L Hexagon timber screw 10x50 + dowel Ø12 M Wall anchor 15.0 15cm

G Packing plate (e.g. Dokaplex 15 mm) H Stop-anchor double-ended 15.0

26




Suspension point for fair-faced concrete The 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 point The Fair-faced concrete positioning cone is used as a "rod connector" for tying the wall formwork. H

L

E

B

N

O

M

9710-340-01

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

Suspension point Preparing 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. E

c

H

b

A

B

C

c

a 9710-340-02

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 A Universal climbing cone 15.0 B Sealing sleeve K 15.0 C Cone screw B 7cm E Reinforcement steel H Stop-anchor double-ended 15.0

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

999710002 - 07/2009 Ü




Dimensioning the suspension point

Retrofitting a safe suspension point e.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

c

b

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 edge Separate proof must also be provided regarding the load-bearing capacity of the steel used in the anchoring components.

E

D

A B

C

9766-323-01

a ... 25 mm b ... 130 mm c ... 55mm A Universal climbing cone 15.0 B Sealing sleeve K 15.0 C Cone screw B 7cm D Tie-rod 15.0mm E Ready-mix mortar

➤ 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.

☞

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. ➤ 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.

H

G

F

I 9766-322-01

F Welded-together Super-plate 15.0 G Dowel, diam. 12 H Hexagon timber screw 10x50 I

Weld-seam

28




Notes

999710002 - 07/2009 Ü


Operating the formwork


Setting-up the formwork Operating the formwork

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".

➤ Adjust the formwork and level the positioning-points. See the section headed "Plumbing & aligning". ➤ After adjusting the formwork elements, tighten the pressure wedges (A) .

➤ Detach the fixing-wedges (B) .

A

9710-310-02

B

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

9710-309-01

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

☞

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.

C

9710-310-03

C Ratchet MF 3/4" SW50

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

B

9710-310-01

This fixes the travelling units to the horizontal profiles.

30




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 element. ➤ Remove the connectors from the adjacent gangforms. ➤ Release the pressure wedge (A) .

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

B

9710-309-01

This fixes the travelling units to the horizontal profiles.

A

☞

9710-310-01

➤ Detach the fixing-wedges (B) .

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).

B

9710-310-04

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

C

9710-309-02

C Ratchet MF 3/4" SW50

999710002 - 07/2009 Ü




Notes

32




Plumbing & aligning the formwork Vertical adjustment

Adjusting the formwork In order to permit exact adjustment of the formwork elements in relation to one another and to the structure, they are adjustable in both the vertical and the horizontal.

➤ Turn both adjusting spindles. While adjusting the height, watch the walingto-bracket holders to make sure that they do not jam and block the adjustment process.

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) .

9710-300-07

A

Horizontal adjustment ➤ Push the formwork to either side.

9710-310-01

➤ 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 adjustment range of approx. 150 mm. Also, the adjusting spindles can be relocated in the hole-grid of the Vertical waling (D) . B

E

9710-300-06

9710-309-03

Ending the adjusting operation C D

➤ Tighten the waling-to-bracket holders with the hammer. ➤ After adjusting the formwork elements, tighten the pressure wedges (A) .

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

A

9710-310-02

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

☞

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.

999710002 - 07/2009 Ü


Repositioning


Lifting by crane Repositioning

● Observe all regulations applying to the operation 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 overhanging 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 repositioning. ● Persons operating the climbing formwork must use personal protective equipment during 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 points This automatically leads to the required angle of inclinationβ.

34

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

9766-300-01

Important note:

9715-268-01

☞

WARNING ➤ Any lifting-brackets on the formwork elements, or Framax lifting hooks, must not be used for lifting the unit as a whole. 9766-263-01

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. 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 Instructions!



Repositioning

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.

A

C

B

B

9710-309-01

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

9710-305-02

9710-328-01

β ... max. 30° A Suspension bolt B Bracing against oblique pull (e.g. scaffolding tube)

9766-300-01

C Screw-on couplers

Max. load: 2000 kg per suspension bolt

➤ Dismount the "Wind bracing". ➤ Remove the fastening bolts (= lift-out guard) from the suspension points. ➤ Reposition the entire unit by crane.

999710002 - 07/2009 Ü


Operating the climbing formwork


Starting up Operating the climbing formwork

The modular design of the Climbing formwork MF system means that many different combinations are possible. 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:

☞

In order to explain the entire climbing workflow as simply as possible, the repetitive actions involved are described in detail in separate sections of this booklet. The sections in question are: ● Preparing the positioning-points and suspension points (see "Anchoring on the structure"). ● 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

● A hard, flat, firm surface is needed! ● Prepare a sufficiently large assembly area. ● Tightening torque of the couplers for the bracing tubes: 50 Nm

For instructions on tying and joining the formwork elements, and on cleaning them and using concrete release agents, see the User Information booklets "Doka large-area formwork Top50" and "Doka framed formwork Framax Xlife". WARNING Falling hazard! ➤ Do not step onto the pouring platforms until the formwork is closed!

36




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.

A

B

9710-307-01

A Positioning point B Positioning point for wind bracing

➤ 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.

999710002 - 07/2009 Ü




2nd casting section Hanging 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.

Travelling unit: ➤ Attach the lifting chain to the suspension bolt of the vertical waling. ➤ Fly the travelling unit to the working platform by crane.

9710-322-01

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

9710-325-01

9710-268-02

Wind bracing: ➤ Fix a "Wind bracing MF/150F/K 6.00m" onto the Horizontal 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 positioningpoint on the structure.

➤ 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.

A

B 9710-326-01

D C Tr722-202-01

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

➤ Tighten the Wind bracing MF/150F/K 6.00m. 38




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

9766-301-01

Formwork: ➤ Attach the lifting chain to the lifting-brackets on the pre-assembled formwork. ➤ Fly the formwork to the working platform by crane.

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

9715-268-01

9766-263-01

WARNING ➤ Any lifting-brackets on the formwork elements, 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. 9710-327-01

9766-300-01

➤ Fix the pre-assembled formwork to the Vertical walings 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"). A A

C

C

B

➤ e.g. nail on a board in such a way that the crane suspension tackle cannot be hung into place in the lifting-bracket.

9710-309-04

9766-306-01

b

B

A Waling-to-bracket holders 9-15cm B Adjusting spindles C Timber wedges

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.

9710-306-01

➤ Strike the formwork. ➤ Clean the formwork.

40




Notes

999710002 - 07/2009 Ü




3rd casting section ➤ Prepare the suspension point. ➤ Bolt the Suspension profiles MF of the pre-assembled suspended platform onto the Vertical profile MF using the first "Pin d16/163" and secure this with a Spring cotter 5mm.

➤ Mount the "wind bracing".

9710-329-01

9766-300-01

➤ 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.

9710-308-01

➤ Bolt the Suspension profiles MF of the suspended platform onto the Vertical profile MF using the second "Pin d16/163" and secure this with a Spring cotter 5mm.

9710-330-01

42




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

999710002 - 07/2009 Ü


Mounting instructions


Assembling the working platform Mounting instructions

Mounting the platform beams

Mounting the Travelling gear MF

➤ 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.

➤ Dismount the pinion gear drive from the horizontal profile. ➤ Push the Travelling gear MF onto the horizontal profile. The catches must engage in the horizontal profile.

x

y

E

A

9710-347-01

a

E Travelling gear MF 9710-348-01

➤ Mount the pinion gear drive to the appropriate position on the horizontal profile.

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

☞

The choice of platform beam will depend on the project. Variant 2 U200-section girders + H20 beams

Variant 1 Pairs of H20 beams

Z F

B

C

D

9710-347-02

F Pinion-gear position 9710-348-02

9710-348-03

Max. imposed load per support: 14.0 kN Nuts & bolts etc. required for each connection: ● 1 square bolt M10x160 + hexagon nut M10 + spring washer A10

Max. imposed load per support: 26.0 kN Nuts & bolts etc. required for each connection: ● 1 square bolt M10x160 + hexagon nut M10 + spring washer A10 ● 1 hexagon bolt M16x35 + hexagon nut M16 + spring washer A16

Z Fixing-wedge

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

Dimensions of the wooden spacers Type of beam H20 P H20 N

(B) 60 x 118 50 x 118

Wooden spacer [mm] (C) (D) 30 x 118 97 x 118 26 x 118 92 x 118

Length of wooden spacers: approx. 500 mm

44




Mounting the deck-boards

Working platform with manhole

➤ Lay deck-boards (E) flush to either side of the Horizontal profiles. ➤ Fasten deck-boards to the Doka beams with universal countersunk screws 6x80.

➤ Screw planks to the underside of the deck-boards to distribute the loads.

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

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 deckboards have been fixed properly! ➤ Cut out the opening for the manhole.

b

e

f

g

G

9710-345-01

b ... 2415 mm

H

I

G e.g. plank, 5x20 cm

☞

Important note:

9710-346-02

If the working platform is to be used as a heavyduty scaffold platform, the platform decking must be adapted so that it meets the structuraldesign requirements.

9710-345-02

c

Platform decking on the suspension-point side:

e ... minimum overlap: 2 whole deck-boards f ... 710 mm g ... 610 mm H e.g. plank, 5x20 cm I

Square bolt M10 + washer R11 + hexagon nut M10

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

A

c ... 35 mm A Horizontal profile MF

J

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.

9710-346-01

H Manhole B 70/60cm

999710002 - 07/2009 Ü




Mounting the railings

Mounting the Vertical profile MF

➤ 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.

➤ 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. Front crane hoisting point

Rear crane hoisting point

O

X Y

9710-342-02

K

K

N

O

9710-342-03

O Bolts in the Horizontal profile MF

L

9710-344-02

☞

➤ Secure the temporary support so that it cannot tip over. ➤ Set down the working platform on a temporary support.

M

M

9710-371-01

L

K Handrail post L Hexagon bolt M20x45 + hexagon nut M20 + spring washer A20 M Toeboard min. 15x3 cm N Guard-rail board X Scaffolding tube 48.3mm Y Screw-on coupler 48mm 95

a

Nuts & bolts etc. required for each handrail post: ● 1 square bolt M10x120 ● 1 washer A10 ● 1 hexagon nut M10 (not included with product) P 9710-342-01

a ... Height of temporary support: min. 1.80 m D Temporary support (e.g. Doka load-bearing tower Staxo 100)

9710-344-01


46



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 profile MF and Vertical profile MF with Fastening bolts d32/145 and secure these bolts with linch pins 6x42. c b

Mounting instructions V Pressure spindle MF240 T Fastening bolts d32/145 + linch pins 6x42

Mounting the scaffolding-tube bracing ➤ Attach the scaffolding-tube bracing to the Vertical profile MF. Distance between screw-on coupler and swivel coupler: max. 160 mm.

a T

T

T

A R S Q

W

T Y

X

T 9710-311-01

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

9710-343-01

W Scaffolding tube 48.3mm

A Horizontal profile MF

X Screw-on coupler 48mm 50

Q Vertical profile MF80

Y Swivel coupler 48mm

R Pressure strut MF long S Pressure strut MF short T Fastening bolts d32/145 + linch pins 6x42

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

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.

b a T

T

A

V U

T

9710-302-01

a ... 120 mm b ... 1415 mm A Horizontal profile MF U Vertical profile MF160

999710002 - 07/2009 Ü




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


Mounting the deck-boards ➤ Fasten deck-boards to the Doka beams with universal countersunk screws 6x80. Every deck-board must be fixed with 4 screws! Do a sight-check to make sure that the deckboards have been fixed properly!

CAUTION There 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 stirrup 8.

b C

9710-362-01

b ... 950 mm (for straight walls) C e.g. plank, 5x20 cm

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

B

9710-361-02

S

a

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

D

➤ Attach Doka H20 beams to the Screw-on access bracket MF75 using e.g. Brace stirrups 8. 9710-362-02

a ... 100 mm D Vertical waling MF A

B

9710-356-01


A Screw-on access bracket MF75 B Brace stirrup 8 S Anti-twisting plate for Brace stirrup 8

☞

The choice of platform beam will depend on the project.

48




Mounting toe-board planks

Inclined wall (with swivel plate)

➤ Attach a toeboard (min. 15x3 cm) to the handrail post with a square bolt M10.

➤ Using M20x45 and M20x110 nuts & bolts etc., mount a Swivel plate MF to the Screw-on access bracket MF75 at the desired angle.

E

H A F G 9710-363-01

9710-361-01

E Toeboard min. 15x3 cm

A Screw-on access bracket MF75 F Swivel plate MF G Hexagon bolt M20x45 + spring washer A20 + hexagon nut M20

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

H Hexagon bolt M20x110 + spring washer A20 + hexagon nut M20

30° 10° 10° 30° 20° 0° 20° 9706-219-01

999710002 - 07/2009 Ü




Mounting the travelling unit Setting the adjusting spindle Tools 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. b

a

➤ 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 coupler: max. 160 mm.

A

y

B

Mounting the scaffolding-tube bracing

x F E 9710-354-01

D

A Vertical waling MF A

B Adjusting spindle

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

C

a

9710-350-01

a ... centre-to-centre spacing (tolerance max. ±5 mm) x = y ... diagonals (tolerance max. ±10 mm) A Vertical waling MF C Scaffolding tube 48.3mm (horizontal) D Screw-on coupler 48mm 50 E Scaffolding tube 48.3mm (diagonal) F Swivel coupler 48mm

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

50




Mounting the Plumbing spindle MF

Mounting the pouring platform

➤ Bolt the yellow galvanised end of the Plumbing spindle MF into the Vertical waling MF with a D25/151 head bolt, and secure this with a 6x42 linch pin.

Only 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 "Mounting the pouring platform").

A G

Pouring platform without Swivel plate MF

Pouring platform with Swivel plate MF H

H

K

J

J

K

9710-355-01

J

➤ 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.

A

I J

A

9710-369-01

9710-370-01

G

A

H 9710-323-01

A Vertical waling MF B Plumbing spindle MF A

9710-368-01

A Vertical waling MF H Screw-on access bracket MF75 I

Swivel plate MF

J Hexagon bolt M20x45 + spring washer A20 + hexagon nut M20 K Hexagon bolt M20x110 + spring washer A20 + hexagon nut M20

999710002 - 07/2009 Ü




Mounting the formwork Mounting the pouring platform

Framed formwork e.g. framed formwork Framax Xlife Follow the directions in the "Doka framed formwork Framax Xlife" User Information!

➤ 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.

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.

☞

M

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

D E 9710-366-01

M Framax bracket 90

9710-367-01

E

9710-373-01

D

The length of the Multi-purpose waling WS10 Top50 will depend on the width of the gang-form. D Multi-purpose waling WS10 Top50 E Framax wedge clamp

52




Timber-beam formwork e.g. Large-area formwork Top50 Follow the directions in the "Doka large-area formwork Top50" User Information!

Preparing the formwork ➤ Set the formwork element down on a flat surface, with the form-ply facing downwards.

9710-365-01

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.

M

9710-364-01

M Universal bracket 90

999710002 - 07/2009 Ü




Mounting the suspended platform Mounting the scaffolding-tube bracing ➤ 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 diagonals are identical. ➤ Attach a diagonal scaffolding tube. Distance between screw-on coupler and swivel coupler: max. 160 mm.

Mounting the Screw-on access bracket MF75 Straight walls On intermediate platform

J F

y

I

x

9710-358-02

D A E B

A C

On suspended platform

a

9710-357-01

J

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

G

B Scaffolding tube 48.3mm (horizontal)

I 9710-358-03

C Screw-on coupler 48mm 50 D Scaffolding tube 48.3mm (diagonal)

a

E Swivel coupler 48mm

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

I

F

9710-358-01

a ... distance from structure (approx. 390 mm) A Suspension profile MF F Screw-on access bracket MF75 G Distance profile MF I

Hexagon bolt M20x45 + spring washer A20 + hexagon nut M20

J Hexagon bolt M20x110 + spring washer A20 + hexagon nut M20

9710-312-01

54




Inclined wall (with swivel plate)


On intermediate platform

CAUTION There 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 stirrup 8.

J F

I I I 9710-359-02

H

On suspended platform

A

K

I F

J

I

G

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

I 9710-359-03

I

H

a

9710-361-02

S

9710-359-01

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

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

A Suspension profile MF

F

F Screw-on access bracket MF75 G Distance profile MF H Swivel plate MF I

K

Hexagon bolt M20x45 + spring washer A20 + hexagon nut M20

J Hexagon bolt M20x110 + spring washer A20 + hexagon nut M20

9710-352-01

F Screw-on access bracket MF75 K Brace stirrup 8

30° 10° 10° 30° 20° 0° 20° 9706-219-01

S Anti-twisting plate for Brace stirrup 8

☞

The choice of platform beam will depend on the project.

999710002 - 07/2009 Ü




Mounting the deck-boards

Mounting the guard-rail boards

➤ Fasten deck-boards to the Doka beams with universal countersunk screws 6x80.

➤ 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.

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

N M

b

9710-351-03

O P 9710-349-01

M

b ... 1170 mm (for straight walls) 9710-371-02

L e.g. plank, 5x20 cm

Cut-out needed in platform decking

M Toeboard min. 15x3 cm N Guard-rail board

c

O Scaffolding tube 48.3mm

b

a

A

P Screw-on coupler 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)

9710-353-01

a ... 70 mm b ... 120 mm c ... 280 mm (for straight walls) A Suspension profile MF

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. 9710-351-01


56




Sideguards on exposed platform-ends Platform 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 WARNING Exposed 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.

Handrail clamp S

B

A

9710-372-01

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

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

999710002 - 07/2009 Ü


Dismantling


Dismantling Dismantling

☞

Important note: ● A hard, flat, firm surface is needed! ● Provide a sufficiently large dismantling space. ● Read and observe the section headed "Resetting by crane".

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

Lifting the formwork off the climbing unit ➤ Secure the working platform with fastening bolts. Do a sight-check to make sure that the fastening bolts are in the horizontal!

9710-268-02

9710-334-01

➤ Set down and dismantle the formwork element.

9710-333-01

➤ 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 pouring platform.

58



➤ Attach the lifting chain to the suspension bolt of the vertical waling. ➤ Unscrew the bolted connection between the Vertical waling MF and the Travelling gear MF. ➤ Unscrew the bolted connection between the Plumbing spindle MF and the Travelling gear MF.

Dismantling

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.

9710-326-01

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

9710-336-01

➤ Set down the climbing unit and dismantle it.

9710-335-01

9710-337-01

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

9710-338-01

999710002 - 07/2009 Ü


General remarks


Ladder system General remarks

a

For safe up-and-down access between platforms.

b

A

a

B

F

b

A

G

C B

E

9710-314-01

A Manhole B 70/60cm B System ladder XS 4.40m C Ladder extension XS 2.30m D Ladder adapter SK E Ladder adapter XS F Ladder clamp SK G Ladder cage XS

9710-314-02

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

60



General remarks

a

B

a

b

A

D A

a

b

B

F A

B

a

b

G

D A

B

b

D

9710-341-01

9710-341-02

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

999710002 - 07/2009 Ü


General remarks


Attaching the ladders

on casting-section heights of up to 3.40 m

to the bracing tubes

Manhole B 70/60cm ➤ Fix the System ladder XS 4.40m to the manhole with a ladder stirrup.

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 bottom of the ladder and the decking of the working platform (so that the formwork can still be travelled forward and back freely during formwork set-up and removal). ➤ Fix the System ladder XS 4.40m to the manhole with a ladder stirrup. ➤ Insert a Ladder bolt XS through the rung of the ladder and secure it on both sides with a d4 spring cotter.

E

98010-338-01

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

K

F 98010-337-01 98010-338-02

K Ladder bolt XS

E Ladder stirrup F Ladder adapter SK

CAUTION The 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 Connector XS for wall formwork.

Manhole lid ➤ Fix the System ladder XS 4.40m to the platform decking with a Ladder holder SK.

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

J

98010-348-01

J Ladder holder SK G Cover hinge SK 35cm

9766-274-02

62

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



General remarks

on casting-section heights of over 3.40m Manhole 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 ladder and secure it on both sides with a d4 spring cotter.

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.

B

K

98010-337-01

I

K Ladder bolt XS

➤ Screw the Ladder adapter XS to the platform decking. ➤ Fix the bottom of the ladder to the Ladder adapter XS. 9766-273-02

C

C I Tr625-201-03

Ladder cage

☞

98010-337-02

Lengthening the ladder Permanently 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).

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). ➤ 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.

B C F

J Tr625-202-01

Tr625-201-02

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

999710002 - 07/2009 Ü


General remarks


Transporting, stacking and storing The 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, transported and stacked in such a way that it is not possible 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 containers. ● Protect all components against soiling, as this prolongs 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.

64



General remarks

Doka shaft platform The climbing formwork for insideshafts Doka shaft platforms permit quick and easy repositioning in just one crane cycle. This makes them a costsaving system for forming inside-shafts.

Ingenious modular system ● uses telescopic shaft beams for easy accommodation 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 repositioning of the entire unit (platform plus shaft formwork)

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

TR623-200-07

Follow the directions in the "Doka shaft platform" User Information booklet.

999710002 - 07/2009 Ü


General remarks


Doka service offerings Doka "Ready-to-Use" Service

Doka customer training

Ready-to-use formworks - for even the most unusual assignments

Formwork training pays

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. 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 times The pre-assembled platform decking has many advantages: ● 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.

66

Forming 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 programme - 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 formwork 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.



Component overview [kg]

Article n°

[kg]

Article n°

Component Doka Climbing Climbing formwork overview System MF 240

Horizontal profile MF with handrail post Horizontalprofil MF mit Geländer

88.5 581618000

Travelling gear MF

32.3 580656000

Fahrwerk MF

Galvanised Length: 251 cm Height: 155 cm


Plumbing spindle MF 3.00m

23.0 580657000

Einrichtspindel MF 3,00m

Length: 166-229 cm

Vertical profile MF80

44.0 580652000

Vertikalprofil MF80

Galvanised Height: 213 cm

Plumbing spindle MF 4.50m

46.0 580664000

Einrichtspindel MF 4,50m

Galvanised Length: 262 - 345 cm

Vertical profile MF160

90.5 580660000

Vertikalprofil MF160


Vertical waling MF 3.00m

76.8 580658000

Fahrriegel MF 3,00m

Galvanised

Pressure strut MF long

24.7 580653000

Druckstrebe MF lang

Galvanised Length: 252.9 cm

Vertical waling MF 4.50m

123.8 580663000

Fahrriegel MF 4,50m

Pressure strut MF short

16.3 580654000

Druckstrebe MF kurz

Galvanised

Galvanised Length: 183.2 cm

Pressure spindle MF240

26.0 580680000

Druckspindel MF240

Galvanised Height: 166 - 226 cm

999710002 - 07/2009 Ü


Component overview

User information Doka climbing formwork MF 240 [kg]

Vertical waling extension MF Fahrriegelverlängerung MF

Article n°

41.5 580659000

[kg] Starter block unit MF

23.2 580678000

Grundblockriegel MF


Galvanised Length: 143 cm Width: 19 cm

Wind bracing MF/150F/K 6.00m

4.7 580665000

Wind bracing MF 6.00m

4.3 580677000

Windabspannung MF/150F/K 6,00m Galvanised

Suspension profile MF

Article n°

43.0 580668000

Hängeprofil MF

Height: 368 cm

Windabspannung MF 6,00m

Galvanised

Waling-to-bracket holder 9-15cm

2.7 580625000

Riegelhalter 9-15cm

Screw-on access bracket MF75 Anschraubbühne MF75

Galvanised

19.0 580669000


Waling-to-bracket holder

2.5 580526000

Keilriegelhalter


Distance profile MF

7.8 580670000

Distanzprofil MF

Handrail clamp S

11.5 580470000

Schutzgeländerzwinge S

Length: 71 cm

Galvanised Height: 123 - 171 cm

Swivel plate MF

4.5 580672000

Schwenkplatte MF


Brace stirrup 8

2.7 582751000

Spannbügel 8

Galvanised Width: 19 cm Height: 46 cm Width-across: 30 mm Never weld or heat tie-rods - risk of fracture!

Safety plate for brace stirrup 8 Sicherungsblech für Spannbügel 8

Powder-coated, red Length: 23 cm

68

0.05 582753000

Universal railing shackle

3.0 580478000

Universal-Geländerbügel


Manhole B 70/60cm

22.0 581530000

Bühnendurchstieg B 70/60cm Steel parts galvanised Timber parts varnished yellow Length: 81 cm Width: 71 cm




Cover hinge SK 35cm

Article n°

0.30 581533000

Deckelscharnier SK 35cm

[kg] Swivel coupler 48mm

Article n°

1.5 582560000

Drehkupplung 48mm

Galvanised Width-across: 22 mm

Doka 4-part chain 3.20m

15.0 588620000

Doka-Vierstrangkette 3,20m

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

Crane sling 3.50m

0.73 580580000

Galvanised Length: 30 cm

Diameter: 16 cm Max. load: 1950 kg Follow the directions in the "Operating Instructions"!

Fix-De-Fix remote uncoupling system 3150kg

6.5 580390000

GF-Werkzeugbox included in scope of supply:

(A) Reversible ratchet 1/2"

8.8 580461000

Kranseilschlaufe 3,50m

Tool box GF

(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 Nut for box spanner 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

27.0 586014000

Abhängeautomat Fix-De-Fix 3150kg Max. load: 3150 kg Follow the directions in the "Operating Instructions"!

Additional tools MF

4.1 580682000

(A) Reversible ratchet 3/4"

1.5 580894000

Zusatzwerkzeuge MF consisting of: Galvanised Length: 50 cm

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 Gerüstrohr 48,3mm

4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 4.0

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

(B) (C) (D) (E) (F)

Box nut 17 1/2" Box nut 50 3/4" Extension 20cm 3/4" Transition piece A 1/2"x3/4" Universal cone spanner 15.0/20.0

0.07 0.81 0.68 0.18 0.90

580685000 581449000 580683000 580684000 581448000

Galvanised Length: 9 cm Width-across: 50 mm

Galvanised

Screw-on coupler 48mm 50 Screw-on coupler 48mm 95

0.84 682002000 0.71 586013000

Anschraubkupplung

Galvanised Width-across: 22 mm

Nut for box spanner 24 1/2" L

0.30 586364000

Combination wrench 24

0.25 582839000

Hülsennuss 24 1/2" L

Ring-Maulschlüssel 24

999710002 - 07/2009 Ü


Component overview

User information Doka climbing formwork MF 240 [kg]

Ratchet MF 3/4" SW50

Article n°

3.8 580648000

Antriebsknarre MF 3/4" SW50

[kg] Ladder adapter XS

5.0 588673000

Leiternfuß XS

Galvanised


Ladder system XS

Connector XS Wall formwork

System ladder XS 4.40m

33.2 588640000

System-Leiter XS 4,40m

Article n°

Anschluss XS Wandschalung

20.8 588662000

Galvanised Width: 89 cm Height: 63 cm

Galvanised

Ladder cage XS 1.00m Ladder cage XS 0.25m

16.5 588643000 10.5 588670000

Rückenschutz XS

Galvanised

Ladder extension XS 2.30m

19.1 588641000

Leiternverlängerung XS 2,30m

Galvanised

Tie rod system 15.0 Universal climbing cone 15.0 Universal-Kletterkonus 15,0

1.3 581977000

Galvanised Length: 13 cm Diameter: 5 cm Tool: Spanner for universal climbing cone 15.0/20.0

Sealing sleeve K 15.0

0.03 581976000

Dichtungshülse K 15,0

Ladder clamp SK

Orange Length: 12 cm Diameter: 6 cm

0.23 581239000

Leiternklemme SK


Ladder bolt XS

0.85 581561000

Leiternbolzen XS

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

Galvanised Length: 12.6 cm Diameter: 5.3 cm Tool: Spanner for universal climbing cone 15.0/20.0


Sealing disk 53 Ladder holder SK

0.36 581532000

Leiternhalter SK

Galvanised

Ladder adapter SK

2.3 581531000

Leiternfuß SK

1.5 581928000

0.003 581838000

Dichtscheibe 53

Black Diameter: 5.3 cm

Fair-faced concrete plug 52mm plastic Sichtbetonstopfen 52mm Kunststoff Grey

0.01 581850000

Galvanised

70




Cone screw B 7cm

Article n°

0.86 581444000

Konusschraube B 7cm

[kg] Pigtail anchor 15.0

Schalhautschutz für Konus 15,0

Non-treated Length: 67 cm Never weld or heat tie-rods - risk of fracture!

0.38 580220000

Width-across: 70 mm

Positioning clamp M30

0.19 581833000

Vorlaufklemme M30

Galvanised Diameter: 4 cm

Positioning disk M30

0.25 581975000

Vorlaufscheibe M30

0.92 581984000

Wellenanker 15,0

Dacromete coated Length: 10 cm Diameter: 7 cm Width-across: 50 mm

Form-ply protector for cone 15.0

Galvanised Diameter: 9 cm

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 .....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

Stop anchor 15.0 11.5cm

0.72 1.1 1.4 1.8 2.2 2.5 2.9 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

Non-treated Never weld or heat tie-rods - risk of fracture! Follow the fitting instructions! Arrange extra reinforcement steel as per statical requirement.

Tie rod wrench 15.0/20.0 Stop anchor 15.0 16cm

0.83 581997000

Sperranker 15,0 16cm

1.4 581999000

Sperranker 15,0 40cm

Galvanised Length: 37 cm Diameter: 8 cm

Super plate 15.0

Sperranker beidseitig 15,0 20cm

Galvanised Height: 6 cm Diameter: 12 cm Width-across: 27 mm Permitted capacity, allowing a 1.6 : 1 factor of safety against failure: 120 kN Perm. capacity to DIN 18216: 90 kN Breaking load: > rod breaking load (> 195 kN)

1.1 581820000

Non-treated Never 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 under the special-component Art.n° 580100000, quoting the designation and the desired length in mm.

Wall anchor 15.0 15cm

1.5 581893000

Wandanker 15,0 15cm

2.0 581966000

Superplatte 15,0


Stop anchor double-ended 15.0 20cm

1.9 580594000

Ankerstabschlüssel 15,0/20,0


Stop anchor 15.0 40cm

581821000 581822000 581823000 581826000 581827000 581828000 581829000 581824000 581870000 581871000 581874000 581886000 581876000 581887000 581875000 581877000 581878000 581888000 581879000 581880000 581881000 581882000 581873000

Permitted capacity, allowing a 1.6 : 1 factor of safety against failure: 120 kN Perm. capacity to DIN 18216: 90 kN Breaking load: 195 kN Never weld or heat tie-rods - risk of fracture!

0.77 581868000

Sperranker 15,0 11,5cm

Article n°

Plastic tube 22mm 2.50m

0.45 581951000

Kunststoffrohr 22mm 2,50m

Universal cone 22mm

0.005 581995000

Universal-Konus 22mm

Grey Diameter: 4 cm

Galvanised

999710002 - 07/2009 Ü


Climbing formwork MF 240 – crane-jumped formwork for structures of any shape and inclination Climbing 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

Doka international

Certiﬁed to

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Josef Umdasch Platz 1, A 3300 Amstetten, Austria Tel.: +43 (0)7472 605-0, Fax: +43 (0)7472 64430 E-Mail: [email protected] Internet: www.doka.com

Algeria

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SARL Doka Algérie 24 A Route de la Rassauta Bordj-El-Kifane, BP 170, 16120 Alger Telephone: +213 (0)21 21 27 26 Telefax: +213 (0)21 21 28 98 E-Mail: [email protected]

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

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

Singapore Kuwait Doka Kuwait Div. of Riham Gen. Trad.& Cont. Co. P.O. Box 2217 Salmiyah 22023 Kuwait Telephone: + 965 2 4822 462 Telefax: +965 2 4822 472 E-Mail: [email protected]

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

South Africa

Turkey Doka Kalip-Iskele Sanayi ve Ticaret A.S. Güzeller Org. San. Bölgesi Inönü Mah. Nazarbayev Sok. No:19 41400 Gebze, Kocaeli Telephone: +90 262 751 50 66 Telefax: +90 262 751 50 05 E-Mail: [email protected]

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United Kingdom

Doka Branch Lebanon Sodeco Square, Block C / 9th ﬂoor Beirut Telephone: +961 (0)1 612569 Telefax: +961 (0)1 612570 E-Mail: [email protected]

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

Ireland

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USA

Doka Ireland Formwork Techn. Ltd. Monasterboice, Drogheda County Louth Telephone: +353 (0)41 686 1620 Telefax: +353 (0)41 686 1525 E-Mail: [email protected]

Doka Norge AS Heggstadmoen 4 N 7080 Heimdal Telephone: +47 72 89 38 10 Telefax:n +47 72 89 38 11 E-Mail: [email protected]

Doka Sverige AB Kurödsvägen 20 S 451 55 Uddevalla Telephone: +46 (0)10 45 16 300 Telefax: +46 (0)10 45 16 309 E-Mail: [email protected]

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

Lebanon

Doka UK Formwork Technologies Ltd Monchelsea Farm, Heath Road Boughton Monchelsea Maidstone, Kent, ME17 4JD Telephone: +44 (0)1622 74 90 50 Telefax: +44 (0)1622 74 90 33 E-Mail [email protected]

Other subsidiaries and representatives: Bahrain Belgium Belarus Brazil Bulgaria Chile Croatia Czech Republic Denmark Estonia Finland France Germany Greece Hungary Iceland Iran Italy Jordan Kazakhstan Latvia

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

The Formwork Experts

999710002 - 07/2009 Ü

999710002_2009_07_online[1]

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