07/2009 Ü User information

999710002 GB Method statement

Doka climbing formwork

MF 240 9710-313-01

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
User information Doka climbing formwork MF 240 Introduction

Contents 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

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The Formwork Experts
Introduction User information Doka climbing formwork MF 240

Elementary safety warnings

Introduction

User target groups Planning

● This User Information booklet (Method Statement) is ● Provide safe workplaces for those using the form-
aimed at everyone who will be working with the Doka work (e.g. for when it is being erected/dismantled,
product or system it describes. It contains informa- modified or repositioned etc). It must be possible to
tion on the standard design for setting up this sys- get to and from these workplaces via safe access
tem, and on correct, compliant utilisation of the sys- routes!
tem. ● If you are considering any deviation from the
● All persons working with the product described details and instructions given in this booklet, or
herein must be familiar with the contents of this man- any application which goes beyond those
ual and with all the safety instructions it contains. described in the booklet, then revised static cal-
● Persons who are incapable of reading and under- culations must be produced for checking, as well
standing this booklet, or who can do so only with dif- as supplementary assembly instructions.
ficulty, must be instructed and trained by the cus-
tomer. Rules applying during all phases of
● The customer is to ensure that the information mate-
rials provided by Doka (e.g. User Information book- the assignment:
lets, Instructions for Assembly and Use, Operating ● The customer must ensure that this product is
Instruction manuals, plans etc.) are available to all erected and dismantled, reset and generally used for
users, and that they have been made aware of them its intended purpose under the direction and super-
and have easy access to them at the usage location. vision of suitably skilled persons with the authority to
● In the relevant technical documentation and form- issue instructions.
work utilisation plans, Doka shows the workplace These persons' mental and physical capacity must
safety precautions that are necessary in order to use not in any way be impaired by alcohol, medicines or
the Doka products safely in the usage situations drugs.
shown. ● Doka products are technical working appliances
In all cases, users are obliged to ensure compliance which are intended for industrial/commercial use
with national OH&S (occupational health and safety) only, always in accordance with the respective Doka
rules throughout the entire project and to take appro- User Information booklets or other technical docu-
priate additional or alternative workplace safety pre- mentation authored by Doka.
cautions where necessary.
● The stability of all components and units must be
ensured during all phases of the construction work!
Hazard assessment ● The functional/technical instructions, safety warn-
ings and loading data must all be strictly observed
● The customer is responsible for drawing up, docu- and complied with. Failure to do so can cause acci-
menting, implementing and continually updating a
dents and severe (even life-threatening) damage to
hazard assessment at every job-site. health, as well as very great material damage.
This document serves as the basis for the site-spe-
cific hazard assessment, and for the instructions ● Fire-sources are not permitted anywhere near the
given to users on how to prepare and utilise the sys- formwork. Heating appliances are only allowed if
tem. It does not substitute for these, however. properly and expertly used, and set up a safe dis-
tance away from the formwork.
● The work must take account of the weather condi-
Remarks on this document tions (e.g. risk of slippage). In extreme weather,
● This User Information booklet can also be used as a steps must be taken in good time to safeguard the
generic method statement or incorporated with a equipment, and the immediate vicinity of the equip-
site-specific method statement. ment, and to protect employees.
● Many of the illustrations in this booklet show the ● All connections must be checked regularly to ensure
situation during formwork assembly and are that they still fit properly and are functioning cor-
therefore not always complete from the safety rectly.
point of view. It is very important to check all screw-type connec-
tions and wedge-clamped joins whenever the con-
● Further safety instructions, especially warnings, struction operations require (particularly after excep-
will be found in the individual sections of this tional events such as storms), and to tighten them if
document! necessary.

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User information Doka climbing formwork MF 240 Introduction

Assembly Regulations; industrial safety

● The equipment/system must be inspected by the ● Always observe all industrial safety regulations and
customer before use, to ensure that it is in suitable other safety rules applying to the application and uti-
condition. Steps must be taken to rule out the use of lisation of our products in the country and/or region
any components that are damaged, deformed, or in which you are operating.
weakened due to wear, corrosion or rot.
Instruction as required by EN 13374:
● Combining our formwork systems with those of other
● If a person or object falls against, or into, the side-
manufacturers could be dangerous, risking damage guard system and/or any of its accessories, the side-
to both health and property. If you intend to combine
guard component affected may only continue in use
different systems, please contact Doka for advice
after it has been inspected and passed by an expert.
first.
● The assembly work must be carried out by suitably
qualified employees of the client's. Maintenance
● It is not permitted to modify Doka products; any such ● Only original Doka components may be used as
modifications constitute a safety risk. spare parts.

Erecting the formwork Symbols used

● Doka products and systems must be set up in such The following symbols are used in this booklet:
a way that all loads acting upon them are safely
transferred!

Pouring
☞ Important note
Failure to observe this may lead to malfunc-
tion or damage.

● Do not exceed the permitted fresh-concrete pres-

sures. Excessively high pouring rates lead to form-
CAUTION / WARNING / DANGER
work overload, cause greater deflection and risk
causing breakage. Failure to observe this may lead to material
damage, and to injury to health which may
range up to the severe or even life-threaten-
Striking the formwork ing.
● 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! Instruction
● When striking the formwork, never use the crane to This symbol indicates that actions need to be
break concrete cohesion. Use suitable tools such as taken by the user.
timber wedges, special pry-bars or system features
such as Framax stripping corners.
● When striking the formwork, do not endanger the Sight-check
stability of any part of the structure, or of any scaf- Indicates that you need to do a sight-check
folding, platforms or formwork that is still in place! to make sure that necessary actions have
been carried out.
Transporting, stacking and storing
● Observe all regulations applying to the handling of Tip
formwork and scaffolding. In addition, the Doka
Points out useful practical tips.
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!
Reference
● All components must be stored safely, following all
Refers to other documents and materials.
the special Doka instructions given in the relevant
sections of this User Information booklet!

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

999710002 - 07/2009 Ü 5
The Formwork Experts
Introduction User information Doka climbing formwork MF 240

Eurocodes at Doka
In Europe, a uniform series of Standards known as The widely used "Permissible stress design" (compar-
Eurocodes (EC) was developed for the construction ing the actual stresses with the permissible stresses)
field by the end of 2007. These are intended to provide has been superseded by a new safety concept in the
a uniform basis, valid throughout Europe, for product EC.
specifications, tenders and mathematical verification. The EC contrast the actions (loads) with the resistance
The EC are the world's most highly developed Stand- (capacity). The previous safety factor in the permissible
ards in the construction field. stresses is now divided into several partial factors. The
In the Doka Group, the EC are to be used as standard safety level remains the same!
from the end of 2008. They will thus supersede the DIN
norms as the "Doka standard" for product design.

Ed Rd

Ed Design value of effect of actions Rd Design value of the resistance

(E ... effect; d ... design) (R ... resistance; d ... design)
Internal forces from action Fd Design capacity of cross-section
(VEd, NEd, MEd) (VRd, NRd, MRd)
Fd Design value of an action Rk Rk
Steel: Rd = Timber: Rd = kmod ·
Fd = γF · Fk γM γM
(F ... force)
Fk Characteristic value of an action Rk Characteristic value of the resistance
"actual load", service load e.g. moment resistance to yield stress
(k ... characteristic)
e.g. dead weight, live load, concrete pressure,
wind
γF Partial factor for actions γM Partial factor for a material property
(in terms of load; F ... force) (in terms of material; M...material)
e.g. for dead weight, live load, concrete pres- e.g. for steel or timber
sure, wind Values from EN 12812
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

Comparison of the safety concepts (example)

Permissible stress design EC/DIN concept The "permissible values" communicated in
Doka documents (e.g.: Qpermissible = 70 kN)
Fyield Rk
115.5 [kN] 115.5 [kN] do not correspond to the design values
Rd gM = 1.1 (e.g.: VRd = 105 kN)!
90<105 [kN]
n ~ 1.65 A
➤ Avoid any confusion between the two!
Ed
90 [kN] ➤ Our documents will continue to state the per-
missible values.
Fpermissible gF = 1.5 Allowance has been made for the following par-
60<70 [kN]
Factual A tial factors:
60 [kN] 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
98013-100

98013-102

the permissible values.

Factual≤ Fpermissible Ed≤ Rd

A Load factor

6 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Introduction

Notes

999710002 - 07/2009 Ü 7
The Formwork Experts
System description User information Doka climbing formwork MF 240

System description
System description

Doka climbing formwork MF 240 – Modular system

crane-jumped formwork for struc- ● optimum adaptability to any project, with only a small
number of different components
tures of any shape and inclination
Climbing formwork MF 240 permits controlled, regular Easy to operate
working cycles on all tall structures. It is extremely easy
to set up, and can be tailored to meet a wide range of ● formwork can be set up and struck quickly with no
different requirements. 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 use
Where formwork needs to be lifted and reset in several
casting steps, e.g. on:
● high-rise residential and industrial structures
9710-304-05
● bridge piers
● silos
● telecommunications and TV towers

8 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 System description

System overview
Pouring platform
A 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.
B
- On sloping walls, the inclination of the platform
can be adjusted with the Swivel plate MF.
● Universal bracket 90 or Framax bracket 90
D - Choose the relevant type of bracket, depending
on the formwork system being used (timber-beam
or framed formwork).

Travelling unit
C ● Vertical waling MF 3.00m or 4.50m (B)
- For holding the formwork elements.
● Travelling gear MF (C)
E - 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
F and aligning of the formwork element.
G

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
H - Vertical profile MF160 for use on inclined walls
● Pressure struts MF or Pressure spindle MF240
(G)
- For bracing the horizontal profile.
J - Pressure strut MF short + Pressure strut MF long
for use on straight walls
- Pressure spindle MF240 for use on inclined walls
I

9710-301-01
Suspended platform
Consisting of:
A Screw-on access bracket MF75 or
the platform system for the formwork being used
● Suspension profile MF (H)
B Vertical waling MF 3.00m or ● Distance profile MF (I)
Vertical waling MF 4.50m ● 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

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The Formwork Experts
System description User information Doka climbing formwork MF 240

Areas of use
Straight walls High, straight casting sections

L L

I A

D
H
E

Q I A

D
M

E
Q
P

N P

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 9710-321-01

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

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User information Doka climbing formwork MF 240 System description

Walls with constant inclination Varying wall inclination

O O
G
G

J J
I A I A

F F

C C
Q Q

P P

O N
O N
M M

9710-315-01
9710-318-01

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The Formwork Experts
System description User information Doka climbing formwork MF 240

Transition from inclined to straight Transition from inclined wall to wall

wall inclined in opposite direction

P
P

G
G

J
J
I A
I A

F
F
C
C
Q
Q

P
P

O N
O N
M
M

9710-317-01
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

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User information Doka climbing formwork MF 240 System description

Overclimbing concrete projections Climbing bracket MF240 used for

with a cantilever of up to 25 cm heavy-duty scaffold platform

L A

J
9710-320-01
I A

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

9710-319-01

b ... max. 25 cm

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The Formwork Experts
System description User information Doka climbing formwork MF 240

System dimensions
Straight walls Inclined wall

e
e
d

b
b

a
m
a

g
f
g

c
c

h
h

k
i
k

9710-315-02
9710-300-04
a ... Height of casting section: max. 6000 mm
a ... Height of casting section: max. 6000 mm b ... min. 600 mm
b ... min. 250 mm c ... 1660 mm
c ... 1660 mm d ... 1050 mm
d ... 880 mm e ... 1100 mm
e ... 1370 mm f ... 2400 mm
f ... 2400 mm g ... 1275 mm
g ... 1275 mm h ... either 2630, 3890, 4390 or 4890 mm (where α = 10°)
h ... either 2740, 4000, 4500 or 5000 mm i ... 1150 mm
i ... 1120 mm k ... 1100 mm
k ... 1100 mm α ... max. 15°
m ... max. 750 mm

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The Formwork Experts
User information Doka climbing formwork MF 240 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 framed formwork Framax Xlife".
For more information, see the User Information
booklet "Doka large-area formwork Top50".

999710002 - 07/2009 Ü 15
The Formwork Experts
System description User information Doka climbing formwork MF 240

Notes

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User information Doka climbing formwork MF 240 System description

Schematic workflow of climbing phases

Start-up phases

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

The 1st casting section is poured The 2nd casting section (and all further sec- The suspended platforms are mounted, and
without a climbing scaffold. tions) are poured using the climbing scaffold. then the 3rd section is poured.

Typical phases

9710-300-10
9710-304-01

The climbing scaffold is raised The next casting section is poured.

to the next casting section.

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The Formwork Experts
Structural design User information Doka climbing formwork MF 240

Loading data
Structural design

Anchoring on the structure Live loads

Imposed loads

V
A

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 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 edge
Separate proof must also be provided regarding the
load-bearing capacity of the steel used in the anchor-
ing 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 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 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, sepa-
Influence width of climbing brackets
rate statical verification must be performed. 6.0
A
5.5
CAUTION
B
➤ If wind speeds > 72 km/h are likely, and 5.0
when work finishes for the day or before pro-

Formwork height [m]

longed work-breaks, always take extra pre- 4.5
cautions to fix the formwork in place.
4.0
Suitable precautions:
- set up the opposing formwork 3.5
- move the travelling unit forward (together with
the formwork) until it meets the top of the previ- 3.0
ously cast section, and knock the fixing-

9710-100-01
wedges into place 2.5

2.0
Wind pressure 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0
1) Determine the wind pressure as a function of the Influence width [m]
wind speed, the building environment and the
structure height. Example
2) Determine Curve (A) or (B) from the following table.
● Basic data:
Wind pressure - Curve (B) (wind pressure = 1.43 kN/m2)
Curve [kN/m2] Example: - formwork height: 4.50 m
we = cp, net x q(Ze)
● Influence width: 3.20 m
Where cp, net = 1.3:
(A) 1.69
Permissible wind speed = 164 km/h
Where cp, net = 1.3:
(B) 1.43
Permissible wind speed = 151 km/h

Note:
Intermediate values may be linearly interpolated.

Follow the directions in the Calculation Guide

"Wind loads to the Eurocodes" when determin-
ing the wind pressure!

999710002 - 07/2009 Ü 19
The Formwork Experts
Anchoring on the structure User information Doka climbing formwork MF 240

Anchoring on the structure

Anchoring on the structure

Components:
Risk of formwork falling off if two cones are
F
fitted opposite one another and joined with
E
a tie-rod.
Unscrewing the anchoring component on one
side may cause the anchoring point on the
D opposite side to shear off.
➤ Every suspension point must have its own
separate anchorage.
A Exception: Suspension points prepared with a
F
"Stop-anchor double-ended 15.0"
C
B

9751-237-01 9766-320-02

A Universal climbing cone 15.0

B Sealing sleeve K 15.0 (expendable anchoring component) Note:
C Cone screw B 7cm Where climbing formwork is used on both sides, the
D Stop-anchor 15.0 (expendable anchoring component) Stop-anchors must be located at an offset to one
E Pigtail anchor 15.0 (expendable anchoring component) another, as necessitated by the thickness of the wall.
F Depth mark
Plan view
Both the positioning points and the suspension points a
are prepared using one single type of cone, the Univer-
sal climbing cone (A) .
The Cone screw B 7cm (C) also fulfils 2 functions:
b

● 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-
c

ing on the characteristics of the structure – pigtail 9766-320-01

anchors (E) .
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 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Anchoring on the structure

Dimensioning the suspension point Anchoring systems

The required cube compressive strength of the con- Minimum wall thickness
crete at the time of loading (at least B10 or Stop-anchor 15.0 40cm 48 cm
fck,cube,current≥10 N/mm2) will depend on the following Stop-anchor 15.0 16cm 24 cm
factors: Stop-anchor 15.0
19 cm
● load actually occurring 11.5cm
● length of stop-anchor or pigtail anchor
● reinforcement / extra reinforcement steel WARNING
● distance from edge The short Stop-anchor 15.0 11.5cm has a con-
Separate proof must also be provided regarding the siderably lower design capacity than the Stop-
load-bearing capacity of the steel used in the anchor- anchor 15.0 16cm.
ing components. ➤ 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
Follow the directions in the Calculation Guide on climbing systems inside shafts.
entitled "Load-bearing capacity of anchorages
➤ If the geometry makes this impossible, a
in concrete"!
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.
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.
a

E
d

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 21
The Formwork Experts
Anchoring on the structure User information Doka climbing formwork MF 240

Preparing the positioning point and Positioning point with Cone screw B 7cm
(with hole drilled through form-ply)
suspension point
How to mount:
WARNING ➤ Fasten a packing plate (G) (e.g. Dokaplex 15 mm) to
➤ Always screw the pigtail or stop-anchor into the form-ply (position as per project plan).
the Universal climbing cone until it fully ➤ Drill a diam. 30 mm hole in the form-ply (position as
engages (i.e. up to the depth mark). shown in the project plan).
Not screwing the anchor sufficiently far into ➤ Push the Cone screw B 7cm (C) through the form-
the cone may subsequently lead to reduced ply, screw it into the Universal climbing cone (A) and
load-bearing capacity and to the failure of tighten it firmly.
the suspension point – resulting in injury and ➤ Screw the Stop-anchor or Pigtail anchor (D) into the
damage. Universal climbing cone (A) , until it engages (up to
➤ Never weld or heat tie-rods - risk of fracture! the depth mark) (F) .
➤ 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- a
ing capacity)!
D
➤ Do not place concrete directly above the pigtail or G
stop-anchors.
➤ Do not allow the vibrator to touch the pigtail or stop-
anchors. C

These measures prevent the anchors working loose

F A
during pouring and vibration.
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 a ... 35 - 45 mm
them with new sealing sleeves first.
Tools needed:

☞ ● The axis of the universal climbing cone must

be at right-angles to the surface of the con-
crete – maximum angle of deviation: 2°.
● Reversible ratchet 3/4"
● Spanner for Universal climbing cone 15.0/20.0
● Extension 20cm 3/4"
● Tolerance for locating the positioning points
and suspension points: ±10 mm in the hori- ● Box nut 50 3/4" (for Cone screw B 7cm)
zontal and the vertical.
Note:
The pigtail anchor must be facing downwards

22 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Anchoring on the structure

Form-ply protection Positioning point with Positioning clamp M30

The "Form-ply protector for cone 15.0" protects the (with hole drilled through form-ply)
form-ply from damage around the positioning-point. Because the hole only needs to be drilled with a diam-
This is a particular advantage for formwork with high eter of 9-10 mm, the positioning-point can be relocated
numbers of repeat uses. at smaller intervals than would be possible with the
Possible thicknesses of form-ply: 18 - 27 mm Cone screw B 7cm.
In order to fit the Form-ply protector, a 46 mm diam.
hole must be drilled in the form-ply first.
H
I
D
A
B

F A
Tr768-201-01

A Form-ply protector for cone 15.0 (width-across 70 mm)

9751-204-03
B Universal climbing cone
C Cone screw B 7cm How to mount:
If necessary, the Form-ply protector for cone 15.0 can ➤ Drill a diam. 9-10 mm hole in the form-ply (position
be closed off with a Ribbed plug d38 (included with as shown in the project plan).
product). 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.

Tr768-202-01 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 23
The Formwork Experts
Anchoring on the structure User information Doka climbing formwork MF 240

Positioning point with Positioning disc M30 Before pouring

(with no hole drilled through form-ply) ➤ Check all positioning points and suspension points
For special applications only, when it is not possible to once again.
drill through the form-ply (e.g. where there are Doka
● The axis of the universal climbing cone
beams or formwork panel frame profiles directly behind
must be at right-angles to the surface of the
the positioning-point).
concrete – maximum angle of deviation: 2°.
● Tolerance for locating the positioning points
and suspension points: ±10 mm in the hori-
J
zontal and the vertical.
D
● 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.

F A
Repeat use
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 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"

24 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Anchoring on the structure

Suspension point Inclined wall (Vertical profile MF160)

➤ Screw the Cone screw B 7cm into the Universal ➤ Lower the climbing bracket into the prepared sus-
climbing cone until it engages, and tighten it firmly. pension point by crane.
A tightening torque of 100 Nm (20 kg assuming a ➤ Push the fastening bolt into the Vertical profile
ratchet-length of approx. 50 cm) is sufficient. MF160, at 90° to this profile, until it fully engages.
➤ Tilt the fastening bolt downward.
Ensure that control-dimension b = 30 mm! The climbing bracket is now secured against acci-
dental lift-out.
b The fastening bolt must be pointing vertically
downward!

A C

9710-300-09

The only tool allowed to be used for screwing in and fix-

ing the Cone screw B 7cm in the Universal climbing a
cone is the Reversible ratchet 3/4". D

Reversible Reversible ratchet 3/4"

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

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 sus- B Vertical profile MF160 of the climbing bracket
pension point by crane. C Fastening bolt
➤ Push the fastening bolt into the climbing bracket, at D Cone screw B 7cm
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.
The connection bolt must be in the horizontal!

D 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 25
The Formwork Experts
Anchoring on the structure User information Doka climbing formwork MF 240

Other possible anchorages Thin walls

Wall thicknesses of 15 to 16 cm are prepared using the
Anchor points with no offset Wall anchor 15.0 16cm.
Anchor points with no offset are prepared using the
"Stop-anchor double-ended 15.0". DANGER
➤ Do NOT on any account use Stop-anchors
Risk of confusion! 15.0 for this application.
➤ Do NOT on any account use Water stops G
15.0 for this application.

581893000-3

581818000-3 Positioning point

F J K A B C
Positioning point

H A B C

G
Tr637-200-03

E
a ... Length of plastic tube 12 - 22 mm
A Universal climbing cone 15.0
G
9766-320-05
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
E
c b c M
9766-320-04

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 Tr637-200-04
A Universal climbing cone 15.0
b ... 15 - 16 cm
B Sealing sleeve K 15.0
L Hexagon timber screw 10x50 + dowel Ø12
C Cone screw B 7cm
M Wall anchor 15.0 15cm
E Reinforcement steel
G Packing plate (e.g. Dokaplex 15 mm)
H Stop-anchor double-ended 15.0

26 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Anchoring on the structure

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 B N O

E 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 H A B C

c b 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 Fair-
faced concrete plug 52mm (plastic).

999710002 - 07/2009 Ü 27
The Formwork Experts
Anchoring on the structure User information Doka climbing formwork MF 240

Retrofitting a safe suspension point Dimensioning the suspension point

e.g. if the crew forgot to prepare a positioning-point.
The required cube compressive strength of the
➤ Drill a hole of diam. 25 mm. concrete and ready-mix mortar at the time of loading
➤ Drill a hole of diam. 55 mm and 130 mm depth. (min. B10 or fck,cube,current≥10 N/mm2) will depend on
➤ Insert the Cone screw B 7cm with the Universal the following factors:
climbing cone and the prepared tie-rod part-way into ● load actually occurring
the drilled hole. ● wall thickness
➤ Paste the ready-mix mortar (site-provided) into the ● reinforcement / extra reinforcement steel
drilled hole with a spatula.
● distance from edge
Separate proof must also be provided regarding the
b load-bearing capacity of the steel used in the anchor-
ing components.
c
a

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

I
9766-322-01

F Welded-together Super-plate 15.0

G Dowel, diam. 12
H Hexagon timber screw 10x50
I Weld-seam

28 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Anchoring on the structure

Notes

999710002 - 07/2009 Ü 29
The Formwork Experts
Operating the formwork User information Doka climbing formwork MF 240

Setting-up the formwork

Operating the formwork

This section only deals with how to operate the ➤ Adjust the formwork and level the positioning-points.
formwork. For details of how to tie the formwork, See the section headed "Plumbing & aligning".
please see the User Information booklets "Doka ➤ After adjusting the formwork elements, tighten the
large-area formwork Top50" or "Doka framed pressure wedges (A) .
formwork Framax Xlife".

➤ Detach the fixing-wedges (B) .

9710-310-02
B
This presses the formwork element up against the
previously cast section.

☞
9710-309-01
It only takes a gentle blow of the hammer to fix
➤ By operating the ratchets simultaneously, move the the pressure wedge! The concrete loads are
travelling units forward (together with the formwork) sustained by way of the form-ties and are not
until they meet the top of the previously cast section. transferred via the wedge.

9710-310-03

C Ratchet MF 3/4" SW50

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

9710-310-01

This fixes the travelling units to the horizontal pro-

files.

30 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Operating the formwork

Formwork removal
➤ Remove the fixings from positioning-points where a ➤ Knock the fixing-wedges (B) into place.
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) .
B

9710-309-01

This fixes the travelling units to the horizontal pro-

A files.

☞ Important note:
The fixing-wedge may only be released while
9710-310-01 the formwork is being retracted forward or back!
Final position: fixing-wedges knocked back into
➤ Detach the fixing-wedges (B) . place (wind bracing).

9710-310-04

➤ By operating the ratchets simultaneously, roll back

the travelling units (together with the formwork).

9710-309-02

C Ratchet MF 3/4" SW50

999710002 - 07/2009 Ü 31
The Formwork Experts
Operating the formwork User information Doka climbing formwork MF 240

Notes

32 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Operating the formwork

Plumbing & aligning the formwork

Adjusting the formwork Vertical adjustment
In order to permit exact adjustment of the formwork ele- ➤ Turn both adjusting spindles.
ments in relation to one another and to the structure, While adjusting the height, watch the waling-
they are adjustable in both the vertical and the horizon- to-bracket holders to make sure that they do
tal. 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
9710-310-01 ➤ Push the formwork to either side.

➤ 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) .

E 9710-300-06

Ending the adjusting operation

➤ Tighten the waling-to-bracket holders with the ham-
9710-309-03

C mer.
D ➤ 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)

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 33
The Formwork Experts
Repositioning User information Doka climbing formwork MF 240

Lifting by crane
Repositioning

Instructions for safe resetting of the WARNING

entire unit ➤ Any lifting-brackets on the formwork ele-
ments, or Framax lifting hooks, must not

☞ Important note:
● Observe all regulations applying to the oper-
be used for lifting the unit as a whole.

ation of cranes where higher wind speeds

9766-263-01
are experienced.

9715-268-01
● 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 ➤ Attach the lifting chain to the suspension bolt
capacity! of the vertical waling.
● 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.

9766-300-01
● Persons operating the climbing formwork
must use personal protective equipment dur-
ing the lifting operation.
The suspension methods shown above are only
needed for assembling and dismantling the formwork
WARNING
elements or panels.
➤ "Passenger transportation" is forbidden!
➤ Remove any loose parts from the scaffold The Fix-De-Fix 3150kg remote uncoupling
and formwork before lifting. system makes it possible to detach slinging
chains by remote-control from ground level.
Length of chain = at least the space between Follow the directions in the Operating Instruc-
the slinging points tions!
This automatically leads to the required angle
of inclinationβ.

34 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Repositioning

Repositioning the entire unit

➤ Bring the travelling unit (together with the formwork)
into the centre-of-gravity position. A
➤ Knock the fixing-wedges (B) into place.
C 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.

9710-328-01 9710-305-02

β ... max. 30°

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

Max. load:
9766-300-01

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 35
The Formwork Experts
Operating the climbing formwork User information Doka climbing formwork MF 240

Starting up
Operating the climbing formwork

The 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".

WARNING
Falling hazard!
➤ Do not step onto the pouring platforms until
the formwork is closed!

36 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Operating the climbing formwork

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.

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 37
The Formwork Experts
Operating the climbing formwork User information Doka climbing formwork MF 240

2nd casting section

Hanging the working platform into place on the Travelling unit:
suspension points: ➤ Attach the lifting chain to the suspension bolt of the
➤ Prepare the suspension point. vertical waling.
➤ Using a four-part lifting chain (e.g. Doka 4-part chain ➤ Fly the travelling unit to the working platform by
3.20m), raise the prepared working platform and crane.
lower it into the suspension points
➤ Secure the working platform with fastening bolts.

9710-322-01

Do a sight-check to make sure that the fasten-

ing bolts are in the horizontal!

9710-325-01

➤ Bolt the Vertical waling MF onto the Travelling gear

MF with a D25/151 head bolt, and secure this with a
9710-268-02
Spring cotter 5mm.
➤ Bolt the Plumbing spindle MF onto the Travelling
Wind bracing: gear MF with a D25/120 head bolt, and secure this
➤ Fix a "Wind bracing MF/150F/K 6.00m" onto the Hor- with a 6x42 linch pin.
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.

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 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Operating the climbing formwork

Formwork: ➤ Insert guard-rail boards and use nails to secure them

to the handrail post plates.
➤ Attach the lifting chain to the lifting-brackets on the
pre-assembled formwork.
➤ Fly the formwork to the working platform by crane.

9766-301-01
Making it impossible to use any of the forbidden
attachment methods when lifting and repositioning
the unit in one piece:

WARNING
➤ Any lifting-brackets on the formwork ele-
ments, or Framax lifting hooks, must not
be used for lifting the unit as a whole.

9766-263-01

9715-268-01
➤ Attach the lifting chain to the suspension bolt
of the vertical waling.

9710-327-01

➤ 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 &
9766-300-01

aligning the formwork").

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

B
b

9766-306-01

9710-309-04

A Waling-to-bracket holders 9-15cm

B Adjusting spindles
C Timber wedges

999710002 - 07/2009 Ü 39
The Formwork Experts
Operating the climbing formwork User information Doka climbing formwork MF 240

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 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Operating the climbing formwork

Notes

999710002 - 07/2009 Ü 41
The Formwork Experts
Operating the climbing formwork User information Doka climbing formwork MF 240

3rd casting section

➤ Prepare the suspension point. ➤ Mount the "wind bracing".
➤ 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.

9710-329-01

➤ Dismount the "Wind bracing".

➤ Attach the lifting chain to the suspension bolt of the
vertical waling.
9766-300-01

9710-308-01

➤ Remove the fastening bolts (= lift-out guard) from the ➤ Bolt the Suspension profiles MF of the suspended
suspension points. platform onto the Vertical profile MF using the sec-
➤ Lift the entire unit by crane and hang it into place in ond "Pin d16/163" and secure this with a Spring cot-
the suspension point. ter 5mm.
➤ Secure the climbing formwork to the suspension
points with fastening bolts.

9710-330-01

42 999710002 - 07/2009 Ü
The Formwork Experts
User information Doka climbing formwork MF 240 Operating the climbing formwork

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 43
The Formwork Experts
Mounting instructions User information Doka climbing formwork MF 240

Assembling the working platform

Mounting instructions

Mounting the platform beams Mounting the Travelling gear MF

➤ Lay down the horizontal profiles, spaced apart by the ➤ Dismount the pinion gear drive from the horizontal
exact centre-to-centre distance. profile.
➤ Depending on which variant has been chosen, bolt ➤ Push the Travelling gear MF onto the horizontal pro-
e.g. Doka beams H20 to the Horizontal profile MF. file. The catches must engage in the horizontal pro-
➤ Arrange the horizontal profiles so that both diagonals file.
are the same.

x E
y

9710-347-01

a E Travelling gear MF

9710-348-01

a ... centre-to-centre spacing (tolerance max. ±5 mm) ➤ Mount the pinion gear drive to the appropriate posi-
x = y ... diagonals (tolerance max. ±10 mm) tion on the horizontal profile.
A Horizontal profile MF

☞ The choice of platform beam will depend on the

project.

Variant 2
Variant 1
U200-section girders +
Pairs of H20 beams Z
H20 beams

B C D
9710-347-02

F Pinion-gear position
9710-348-02 9710-348-03 Z Fixing-wedge
Max. imposed load per support: Max. imposed load per support:
14.0 kN 26.0 kN
➤ Secure the Travelling gear MF with the fixing-wedge.
Nuts & bolts etc. required for Nuts & bolts etc. required for
each connection: each connection:
● 1 square bolt M10x160 + hex- ● 1 square bolt M10x160 + hex-
agon nut M10 + spring washer agon nut M10 + spring washer
A10 A10
● 1 hexagon bolt M16x35 + hex-
agon nut M16 + spring washer
A16

Dimensions of the wooden spacers

Wooden spacer [mm]
Type of beam
(B) (C) (D)
H20 P 60 x 118 30 x 118 97 x 118
H20 N 50 x 118 26 x 118 92 x 118
Length of wooden spacers: approx. 500 mm

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User information Doka climbing formwork MF 240 Mounting instructions

Mounting the deck-boards Working platform with manhole

➤ Lay deck-boards (E) flush to either side of the Hori- ➤ Screw planks to the underside of the deck-boards to
zontal profiles. distribute the loads.
➤ Fasten deck-boards to the Doka beams with univer-
Every deck-board must be fixed with a square
sal countersunk screws 6x80.
bolt M10 and a hexagon nut M10!
Every deck-board must be fixed with 4 screws! Do a sight-check to make sure that the deck-
Do a sight-check to make sure that the deck- boards have been fixed properly!
boards have been fixed properly! ➤ Cut out the opening for the manhole.

b
G

e f

g
9710-345-01

b ... 2415 mm H I
G e.g. plank, 5x20 cm

☞ Important note:
If the working platform is to be used as a heavy-
9710-346-02

e ... minimum overlap: 2 whole deck-boards

duty scaffold platform, the platform decking
f ... 710 mm
must be adapted so that it meets the structural- g ... 610 mm
design requirements.
H e.g. plank, 5x20 cm
Platform decking on the suspension-point side: I Square bolt M10 + washer R11 + hexagon nut M10

➤ Screw the Manhole B 70/60cm onto the deck-boards

c

with universal countersunk screws 5x50.

9710-345-02

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 45
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Mounting instructions User information Doka climbing formwork MF 240

Mounting the railings Mounting the Vertical profile MF

➤ Attach the handrail post to the Horizontal profile MF ➤ Attach a four-part lifting chain (e.g. Doka 4-part chain
using M20 nuts & bolts etc. 3.20m) to the front and rear crane hoisting points of
➤ Attach a toeboard (min. 15x3 cm) to the handrail the pre-assembled working platform.
post with a square bolt M10.
➤ Insert guard-rail boards and use nails to secure them Front crane hoisting point Rear crane hoisting point
to the handrail post plates
or attach scaffolding tubes 48.3mm using Screw-on
couplers 48mm 95.
O O

X Y
K 9710-342-02 9710-342-03
N K

O Bolts in the Horizontal profile MF

M M ☞ ➤ Secure the temporary support so that it can-

not tip over.
➤ Set down the working platform on a temporary sup-
port.

L 9710-371-01 L
9710-344-02

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

Nuts & bolts etc. required for each handrail post:

● 1 square bolt M10x120
● 1 washer A10

a
● 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

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.

46 999710002 - 07/2009 Ü
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User information Doka climbing formwork MF 240 Mounting instructions

V Pressure spindle MF240

Straight wall (Vertical profile MF80) T Fastening bolts d32/145 + linch pins 6x42
➤ Bolt the Vertical profile MF80 onto the Horizontal
profile MF with a Fastening bolt d32/145 and secure
this with a linch pin 6x42. Mounting the scaffolding-tube brac-
➤ Bolt the Pressure struts MF onto the Horizontal pro- ing
file MF and Vertical profile MF with Fastening bolts
d32/145 and secure these bolts with linch pins 6x42. ➤ Attach the scaffolding-tube bracing to the Vertical
profile MF.
c Distance between screw-on coupler and swivel cou-
pler: max. 160 mm.
b
a
T T T
A
R

S
Q

T W
Y X
T

9710-311-01
a ... 285 mm 9710-343-01
b ... 1075 mm
c ... 2055 mm 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
Tightening torque of the couplers for the bracing tubes:
S Pressure strut MF short
50 Nm
T Fastening bolts d32/145 + linch pins 6x42

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

9710-302-01

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

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The Formwork Experts
Mounting instructions User information Doka climbing formwork MF 240

Mounting the pouring platform

For details of how to assemble and use the
pouring platforms for the formwork system that Mounting the deck-boards
is being used, see the "Doka large-area form- ➤ Fasten deck-boards to the Doka beams with univer-
work Top50" or "Doka framed formwork Framax sal countersunk screws 6x80.
Xlife" User Information booklets.
Every deck-board must be fixed with 4 screws!
Do a sight-check to make sure that the deck-
Mounting the platform beams boards have been fixed properly!

CAUTION
There is a risk of the hexagon nuts working b
loose on the Brace stirrup 8.
C
➤ Fix the hexagon nuts on the Brace stirrup 8
with an Anti-twisting plate for Brace stir-
rup 8.

9710-362-01

b ... 950 mm (for straight walls)

C e.g. plank, 5x20 cm

Cut-out needed in platform decking (for access to

S
the crane-hoisting point on the Vertical waling MF):
9710-361-02

B
a

Always bend the anti-twisting plate over the flat

side of the hexagon nut.
D
Use each anti-twisting plate once only.
➤ 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
Note:
B Wooden platform components must, as a minimum,
comply with strength grade C24 to EN 338.
In Germany, wooden platform components must also
9710-356-01 bear the "Ü-symbol" mark of conformity.
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.

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User information Doka climbing formwork MF 240 Mounting instructions

Mounting toe-board planks Inclined wall (with swivel plate)

➤ Attach a toeboard (min. 15x3 cm) to the handrail ➤ Using M20x45 and M20x110 nuts & bolts etc., mount
post with a square bolt M10. a Swivel plate MF to the Screw-on access bracket
MF75 at the desired angle.

H
A
F

G
9710-363-01

9710-361-01
A Screw-on access bracket MF75
E Toeboard min. 15x3 cm
F Swivel plate MF
G Hexagon bolt M20x45 + spring washer A20 + hexagon nut M20
Nuts & bolts etc. required for each handrail post: H Hexagon bolt M20x110 + spring washer A20 + hexagon nut M20
● 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.
30° 10° 10° 30°
In Germany, wooden platform components must also 20° 0° 20°
bear the "Ü-symbol" mark of conformity. 9706-219-01

999710002 - 07/2009 Ü 49
The Formwork Experts
Mounting instructions User information Doka climbing formwork MF 240

Mounting the travelling unit

Setting the adjusting spindle Mounting the scaffolding-tube brac-
Tools needed: ing
● Reversible ratchet 1/2" ➤ Lay down the Vertical walings MF, spaced apart by
● Box nut 24 and the exact centre-to-centre distance.
● Fork wrench 22/24 (for the threaded joins on the ➤ Attach horizontal scaffolding tubes.
adjusting spindle) ➤ Align the Vertical walings MF so that their diagonals
➤ Adjust dimension "b" as shown in the shop drawing / are identical.
assembly plan, using the adjusting spindle. ➤ Attach a diagonal scaffolding tube.
Distance between screw-on coupler and swivel cou-
b a pler: max. 160 mm.
B A

y
x
F
E
9710-354-01
D C
A Vertical waling MF
B Adjusting spindle A a
9710-350-01
Check position "a" of the adjusting spindle on
a ... centre-to-centre spacing (tolerance max. ±5 mm)
the vertical waling and change this if neces- x = y ... diagonals (tolerance max. ±10 mm)
sary.
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.

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User information Doka climbing formwork MF 240 Mounting instructions

Mounting the Plumbing spindle MF Mounting the pouring platform

➤ Bolt the yellow galvanised end of the Plumbing spin- Only when the Screw-on access bracket MF75 is being
dle MF into the Vertical waling MF with a D25/151 used as a pouring platform.
head bolt, and secure this with a 6x42 linch pin. ➤ Mount the pre-assembled pouring platform to the
Vertical walings MF (see the section headed "Mount-
A ing the pouring platform").
G
Pouring platform Pouring platform
without Swivel plate MF with Swivel plate MF

H
H

K
J
9710-355-01 K J

I
J
➤ Set the lengths of the Plumbing spindles MF as J
shown in the shop drawing / assembly plan.
Make sure that the Plumbing spindles are extended A A
the same distance at either end of each spindle. 9710-369-01 9710-370-01

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

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Mounting instructions User information Doka climbing formwork MF 240

Mounting the formwork

Framed formwork Mounting the pouring platform
e.g. framed formwork Framax Xlife ➤ Attach Framax brackets and mount deck-boards.
➤ Also mount guard-rail boards, except where they
Follow the directions in the "Doka framed form- would get in the way of the lifting chains when the
work Framax Xlife" User Information! 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. M
➤ Fix Multi-purpose walings WS10 Top50 in the waling
profiles of the framed formwork panels, using
Framax wedge clamps.

☞ 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

D E
9710-373-01

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

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User information Doka climbing formwork MF 240 Mounting instructions

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.

9710-364-01

M Universal bracket 90

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Mounting instructions User information Doka climbing formwork MF 240

Mounting the suspended platform

Mounting the scaffolding-tube brac- Mounting the Screw-on access
ing bracket MF75
➤ Lay down the Suspension profiles MF, spaced apart
by the exact centre-to-centre distance. Straight walls
➤ Attach horizontal scaffolding tubes.
➤ Align the Suspension profiles MF so that their diago- On intermediate plat-
nals are identical. form
➤ Attach a diagonal scaffolding tube.
Distance between screw-on coupler and swivel cou-
J
pler: max. 160 mm.
F

I
y

x 9710-358-02

D
A
E
B On suspended platform
A a
C

9710-357-01

a ... centre-to-centre spacing (tolerance max. ±5 mm) J I

x = y ... diagonals (tolerance max. ±10 mm) F

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 9710-358-01
E Swivel coupler 48mm
a ... distance from structure (approx. 390 mm)
Tightening torque of the couplers for the bracing tubes:
A Suspension profile MF
50 Nm
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

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User information Doka climbing formwork MF 240 Mounting instructions

Inclined wall (with swivel plate) Mounting the platform beams

On intermediate plat- CAUTION
form
There is a risk of the hexagon nuts working
loose on the Brace stirrup 8.
J
➤ Fix the hexagon nuts on the Brace stirrup 8
F with an Anti-twisting plate for Brace stir-
I
rup 8.
I

9710-359-02
H

On suspended plat-
A
form
S

9710-361-02
I K
F J
I
G
Always bend the anti-twisting plate over the flat
I
I
side of the hexagon nut.
9710-359-03
H Use each anti-twisting plate once only.
a 9710-359-01
➤ Attach Doka H20 beams to the Screw-on access
a ... distance from structure (will depend on the angle of the wall) 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 K
I 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° S Anti-twisting plate for Brace stirrup 8
20° 0° 20°

☞
9706-219-01
The choice of platform beam will depend on the
project.

999710002 - 07/2009 Ü 55
The Formwork Experts
Mounting instructions User information Doka climbing formwork MF 240

Mounting the deck-boards Mounting the guard-rail boards

➤ Fasten deck-boards to the Doka beams with univer- ➤ Attach a toeboard (min. 15x3 cm) to the handrail
sal countersunk screws 6x80. post with a square bolt M10.
➤ Insert guard-rail boards and use nails to secure them
Every deck-board must be fixed with 4 screws!
to the handrail post plates
Do a sight-check to make sure that the deck- or attach scaffolding tubes 48.3mm using Screw-on
boards have been fixed properly! couplers 48mm 95.
L

N
M

9710-351-03
b

O P
9710-349-01 M
b ... 1170 mm (for straight walls)
9710-371-02
L e.g. plank, 5x20 cm
M Toeboard min. 15x3 cm
Cut-out needed in platform decking N Guard-rail board
O Scaffolding tube 48.3mm
P Screw-on coupler 48mm 95
c

a
Nuts & bolts etc. required for each handrail post:
● 1 square bolt M10x120
● 1 washer A10
b

● 1 hexagon nut M10

A (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

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.

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User information Doka climbing formwork MF 240 Mounting instructions

Sideguards on exposed platform-ends

Platform railings which do not extend all the way around
the platform must be closed by attaching side railings, Handrail clamp S
e.g. at
● corner transitions
● exposed fall-hazard locations which result from a
climbing unit being repositioned B

WARNING
Exposed fall-hazard location!
Danger to life from fatal falls!
A
➤ Either use personal protective equipment to
protect against falls
or
mount the sideguards at the same time as
the platforms are assembled.

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!

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Dismantling User information Doka climbing formwork MF 240

Dismantling
Dismantling

☞ Important note:
● A hard, flat, firm surface is needed!
➤ Remove the waling-to-bracket holders and lift the
formwork element or panel off the climbing unit.

● Provide a sufficiently large dismantling

space.
● Read and observe the section headed
"Resetting by crane".

Lifting the formwork off the climbing

unit
➤ Secure the working platform with fastening bolts.
Do a sight-check to make sure that the fasten-
ing bolts are in the horizontal!

9710-268-02

➤ Attach the lifting chain to the lifting brackets on the 9710-334-01

formwork gang.
This protects the formwork against tipping over. ➤ Set down and dismantle the formwork element.
➤ Remove the two top guard-rail boards from the pour-
ing platform.
9710-333-01

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User information Doka climbing formwork MF 240 Dismantling

➤ Attach the lifting chain to the suspension bolt of the

vertical waling. Lifting the climbing unit off the
➤ Unscrew the bolted connection between the Vertical structure
waling MF and the Travelling gear MF.
➤ Unscrew the bolted connection between the Plumb- ➤ Attach the climbing unit to the crane with a four-part
ing spindle MF and the Travelling gear MF. 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

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General remarks User information Doka climbing formwork MF 240

Ladder system
General remarks

For safe up-and-down access between platforms.

a
A

b
B

a
F A

b
G
C
B

9710-314-01

A Manhole B 70/60cm 9710-314-02

B System ladder XS 4.40m
C Ladder extension XS 2.30m a ... min. 1 m
b ... height of casting section
D Ladder adapter SK
E Ladder adapter XS
Note:
F Ladder clamp SK
The Ladder system XS must be implemented in such a
G Ladder cage XS
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 sep-
arately (as "lean-to" ladders).

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User information Doka climbing formwork MF 240 General remarks

a
A

b
a
D

b
a
F

B
G

b
a

D
A

D
b

9710-341-01

9710-341-02

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

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General remarks User information Doka climbing formwork MF 240

Attaching the ladders on casting-section heights of up to 3.40 m

Manhole B 70/60cm
to the bracing tubes ➤ Fix the System ladder XS 4.40m to the manhole with
For details of how to attach the ladders to the a ladder stirrup.
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-
E
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). 98010-338-01
➤ Fix the System ladder XS 4.40m to the manhole with
a ladder stirrup. ➤ Screw the Ladder adapter SK to the platform deck-
➤ Insert a Ladder bolt XS through the rung of the lad- ing.
der and secure it on both sides with a d4 spring cot- ➤ Bolt the System ladder XS 4.40m into the Ladder
ter. adapter SK and secure the bolts on both sides with
a d4 spring cotter.

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 Manhole lid
loads! ➤ Fix the System ladder XS 4.40m to the platform
➤ The Ladder clamp SK must only be used in decking with a Ladder holder SK.
conjunction with a Ladder bolt XS or a Con-
nector XS for wall formwork.
➤ 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 ➤ 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.

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User information Doka climbing formwork MF 240 General remarks

Telescoping ladder extension (for adjusting to

on casting-section heights of over 3.40m ground level)
Manhole B 70/60cm ➤ To telescope the ladders past one another, lift the
➤ Fix the System ladder XS 4.40m to the manhole with safety latch (I) on the ladder (B) and fix the Ladder
a ladder stirrup. extension XS 2.30m (C) onto the desired rung of the
➤ Insert a Ladder bolt XS through the rung of the lad- other ladder.
der and secure it on both sides with a d4 spring cot- A telescoping join between two Ladder extensions
ter. XS 2.30m can be made in the same way.

98010-337-01

I
K Ladder bolt XS

➤ Screw the Ladder adapter XS to the platform deck-

ing. C

➤ Fix the bottom of the ladder to the Ladder adapter

XS.
9766-273-02 C

I
Tr625-201-03

Ladder cage

☞ 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
98010-337-02 (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
Lengthening the ladder cage being accidentally lifted out. Add further Ladder
cages XS 1.00m, in each case fixing them onto the
Permanently fixed ladder extension next available rung.
➤ 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).

J
Tr625-202-01
Tr625-201-02

Two Ladder extensions XS 2.30m can be fixed

together in the same way.

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General remarks User information Doka climbing formwork MF 240

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, 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.

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User information Doka climbing formwork MF 240 General remarks

Doka shaft platform

The climbing formwork for inside-
shafts
Doka 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

TR623-200-07

Follow the directions in the "Doka shaft plat-

form" User Information booklet.

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General remarks User information Doka climbing formwork MF 240

Doka service offerings

Doka "Ready-to-Use" Service Doka customer training
Ready-to-use formworks - for even the most Formwork training pays
unusual assignments Forming operations account for the lion’s share of
Whatever it is you need to construct from concrete, the labour costs on concrete construction sites. Modern
Doka Ready-to-Use Service can put together the right formwork equipment helps to rationalise operations. By
formwork for you - quickly, and in guaranteed Doka improving the overall construction sequence at the
quality. same time, however, further very worthwhile gains in
The professionals from the Doka Ready-to-Use Service efficiency can be achieved.
plan and make ready-to-use standard and custom This requires not only better equipment, but also
formworks exactly to your specifications. greater skill in making optimum use of this equipment.
By delivering "just-in-time", straight to your site, we Doka can help here, with its specialist training pro-
save space on your site and reduce the amount of gramme - to help each and every member of the team
planning and assembly work that you have to do. do his bit towards boosting efficiency and lowering
costs.
Pre-assembled platform decking reduces Doka customer training events also look at the form-
assembly times work equipment and handling methods that are needed
in order to achieve optimum safety - knowledge and
The pre-assembled platform decking has many advan- awareness which can only enhance workplace safety
tages: on the site.
● Pre-assembly in the factory or at the depot helps to You’ll find the Doka training programme well worth
cut costs. looking into.
● Operations scheduling ensures efficient assembly. Your nearest Doka branch will be pleased to tell
● High precision ensured by use of assembly bench. you more about Doka's various training offerings.
● 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.

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User information Doka climbing formwork MF 240 Component overview

[kg] Article n° [kg] Article n°

Component
Doka
Climbing
Climbing
formwork
overview
System
MF 240

Horizontal profile MF with handrail post 88.5 581618000 Travelling gear MF 32.3 580656000
Horizontalprofil MF mit Geländer Fahrwerk MF
Galvanised Galvanised
Length: 251 cm Length: 128 cm
Height: 155 cm Height: 22 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
Galvanised
Height: 208 cm

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 Galvanised
Druckstrebe MF kurz
Galvanised
Length: 183.2 cm

Pressure spindle MF240 26.0 580680000

Druckspindel MF240
Galvanised
Height: 166 - 226 cm

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Component overview User information Doka climbing formwork MF 240

[kg] Article n° [kg] Article n°

Vertical waling extension MF 41.5 580659000 Starter block unit MF 23.2 580678000
Fahrriegelverlängerung MF Grundblockriegel MF
Galvanised Galvanised
Height: 144 cm Length: 143 cm
Width: 19 cm

Wind bracing MF/150F/K 6.00m 4.7 580665000

Windabspannung MF/150F/K 6,00m
Galvanised
Suspension profile MF 43.0 580668000
Hängeprofil MF
Height: 368 cm

Wind bracing MF 6.00m 4.3 580677000

Windabspannung MF 6,00m
Galvanised

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

Riegelhalter 9-15cm
Galvanised
Screw-on access bracket MF75 19.0 580669000
Anschraubbühne MF75
Galvanised
Length: 113 cm
Height: 152 cm
Waling-to-bracket holder 2.5 580526000
Keilriegelhalter
Galvanised
Length: 26 cm
Height: 31 cm

Distance profile MF 7.8 580670000

Distanzprofil MF Handrail clamp S 11.5 580470000
Length: 71 cm Schutzgeländerzwinge S
Galvanised
Height: 123 - 171 cm

Swivel plate MF 4.5 580672000

Schwenkplatte MF
Galvanised
Length: 29 cm
Height: 20 cm

Brace stirrup 8 2.7 582751000 Universal railing shackle 3.0 580478000

Universal-Geländerbügel
Spannbügel 8
Galvanised
Galvanised
Height: 20 cm
Width: 19 cm
Height: 46 cm
Width-across: 30 mm
Never weld or heat tie-rods - risk of
fracture! Manhole B 70/60cm 22.0 581530000
Bühnendurchstieg B 70/60cm
Safety plate for brace stirrup 8 0.05 582753000 Steel parts galvanised
Sicherungsblech für Spannbügel 8 Timber parts varnished yellow
Powder-coated, red Length: 81 cm
Length: 23 cm Width: 71 cm

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User information Doka climbing formwork MF 240 Component overview

[kg] Article n° [kg] Article n°

Cover hinge SK 35cm 0.30 581533000 Swivel coupler 48mm 1.5 582560000
Deckelscharnier SK 35cm Drehkupplung 48mm
Galvanised
Width-across: 22 mm

Doka 4-part chain 3.20m 15.0 588620000 Tool box GF 6.5 580390000
Doka-Vierstrangkette 3,20m GF-Werkzeugbox
Max. load: With angle of inclination β included in scope of supply:
30°: 2400 kg (with 2 cables) or (A) Reversible ratchet 1/2" 0.73 580580000
3600 kg (with 4 cables) Galvanised
Follow the directions in the "Operat- Length: 30 cm
ing Instructions"! (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
Crane sling 3.50m 8.8 580461000 (I) Nut for box spanner 19 1/2" L 0.16 580598000
Kranseilschlaufe 3,50m (J) Box nut 13 1/2" 0.06 580576000
Diameter: 16 cm (K) Box nut 24 1/2" 0.12 580584000
Max. load: 1950 kg (L) Box nut 30 1/2" 0.20 580575000
Follow the directions in the "Operat-
ing Instructions"!

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

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

Additional tools MF 4.1 580682000

Zusatzwerkzeuge MF
consisting of:
(A) Reversible ratchet 3/4" 1.5 580894000
Galvanised
Length: 50 cm
Scaffold tube 48.3mm 1.00m 4.0 682014000 (B) Box nut 17 1/2" 0.07 580685000
Scaffold tube 48.3mm 1.50m 6.0 682015000 (C) Box nut 50 3/4" 0.81 581449000
Scaffold tube 48.3mm 2.00m 8.0 682016000 (D) Extension 20cm 3/4" 0.68 580683000
Scaffold tube 48.3mm 2.50m 10.0 682017000 (E) Transition piece A 1/2"x3/4" 0.18 580684000
Scaffold tube 48.3mm 3.00m 12.0 682018000 (F) Universal cone spanner 15.0/20.0 0.90 581448000
Scaffold tube 48.3mm 3.50m 14.0 682019000 Galvanised
Scaffold tube 48.3mm 4.00m 16.0 682021000 Length: 9 cm
Scaffold tube 48.3mm 4.50m 18.0 682022000 Width-across: 50 mm
Scaffold tube 48.3mm 5.00m 20.0 682023000
Scaffold tube 48.3mm 5.50m 22.0 682024000
Scaffold tube 48.3mm 6.00m 24.0 682025000
Scaffold tube 48.3mm .....m 4.0 682001000
Gerüstrohr 48,3mm
Galvanised

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

Hülsennuss 24 1/2" L
Screw-on coupler 48mm 50 0.84 682002000
Screw-on coupler 48mm 95 0.71 586013000
Anschraubkupplung
Galvanised
Width-across: 22 mm Combination wrench 24 0.25 582839000
Ring-Maulschlüssel 24

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Component overview User information Doka climbing formwork MF 240

[kg] Article n° [kg] Article n°

Ratchet MF 3/4" SW50 3.8 580648000 Ladder adapter XS 5.0 588673000

Antriebsknarre MF 3/4" SW50 Leiternfuß XS
Galvanised Galvanised
Height: 50 cm

Ladder system XS
Connector XS Wall formwork 20.8 588662000
Anschluss XS Wandschalung
System ladder XS 4.40m 33.2 588640000
System-Leiter XS 4,40m Galvanised
Galvanised Width: 89 cm
Height: 63 cm

Ladder cage XS 1.00m 16.5 588643000

Ladder cage XS 0.25m 10.5 588670000
Rückenschutz XS
Galvanised

Ladder extension XS 2.30m 19.1 588641000

Leiternverlängerung XS 2,30m Tie rod system 15.0
Galvanised
Universal climbing cone 15.0 1.3 581977000
Universal-Kletterkonus 15,0
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
Orange
Ladder clamp SK 0.23 581239000 Length: 12 cm
Leiternklemme SK Diameter: 6 cm
Galvanised
Length: 8 cm

Fair-faced concrete positioning cone MF 15.0 1.5 581928000

Ladder bolt XS 0.85 581561000 Sichtbetonvorlauf MF 15,0
Leiternbolzen XS Galvanised
Galvanised Length: 12.6 cm
Length: 51 cm Diameter: 5.3 cm
Tool: Spanner for universal climbing
cone 15.0/20.0

Sealing disk 53 0.003 581838000

Dichtscheibe 53
Ladder holder SK 0.36 581532000
Leiternhalter SK Black
Galvanised Diameter: 5.3 cm

Fair-faced concrete plug 52mm plastic 0.01 581850000

Ladder adapter SK 2.3 581531000 Sichtbetonstopfen 52mm Kunststoff
Leiternfuß SK Grey
Galvanised

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User information Doka climbing formwork MF 240 Component overview

[kg] Article n° [kg] Article n°

Cone screw B 7cm 0.86 581444000 Pigtail anchor 15.0 0.92 581984000
Konusschraube B 7cm Wellenanker 15,0
Dacromete coated Non-treated
Length: 10 cm Length: 67 cm
Diameter: 7 cm Never weld or heat tie-rods - risk of
Width-across: 50 mm fracture!

Form-ply protector for cone 15.0 0.38 580220000

Schalhautschutz für Konus 15,0
Width-across: 70 mm Tie rod 15.0mm galvanised 0.50m 0.72 581821000
Tie rod 15.0mm galvanised 0.75m 1.1 581822000
Tie rod 15.0mm galvanised 1.00m 1.4 581823000
Tie rod 15.0mm galvanised 1.25m 1.8 581826000
Tie rod 15.0mm galvanised 1.50m 2.2 581827000
Tie rod 15.0mm galvanised 1.75m 2.5 581828000
Tie rod 15.0mm galvanised 2.00m 2.9 581829000
Tie rod 15.0mm galvanised .....m 1.4 581824000
Positioning clamp M30 0.19 581833000 Tie rod 15.0mm non-treated 0.50m 0.73 581870000
Vorlaufklemme M30 Tie rod 15.0mm non-treated 0.75m 1.1 581871000
Galvanised Tie rod 15.0mm non-treated 1.00m 1.4 581874000
Diameter: 4 cm Tie rod 15.0mm non-treated 1.25m 1.8 581886000
Tie rod 15.0mm non-treated 1.50m 2.1 581876000
Tie rod 15.0mm non-treated 1.75m 2.5 581887000
Tie rod 15.0mm non-treated 2.00m 2.9 581875000
Tie rod 15.0mm non-treated 2.50m 3.6 581877000
Positioning disk M30 0.25 581975000 Tie rod 15.0mm non-treated 3.00m 4.3 581878000
Vorlaufscheibe M30 Tie rod 15.0mm non-treated 3.50m 5.0 581888000
Galvanised Tie rod 15.0mm non-treated 4.00m 5.7 581879000
Diameter: 9 cm Tie rod 15.0mm non-treated 5.00m 7.2 581880000
Tie rod 15.0mm non-treated 6.00m 8.6 581881000
Tie rod 15.0mm non-treated 7.50m 10.7 581882000
Tie rod 15.0mm non-treated .....m 1.4 581873000
Ankerstab 15,0mm
Permitted capacity, allowing a 1.6 : 1
Stop anchor 15.0 11.5cm 0.77 581868000
Sperranker 15,0 11,5cm factor of safety against failure: 120
kN
Non-treated
Perm. capacity to DIN 18216: 90 kN
Never weld or heat tie-rods - risk of
fracture! Breaking load: 195 kN
Follow the fitting instructions! Never weld or heat tie-rods - risk of
fracture!
Arrange extra reinforcement steel as
per statical requirement.
Tie rod wrench 15.0/20.0 1.9 580594000
Stop anchor 15.0 16cm 0.83 581997000 Ankerstabschlüssel 15,0/20,0
Sperranker 15,0 16cm Galvanised
Non-treated Length: 37 cm
Never weld or heat tie-rods - risk of Diameter: 8 cm
fracture!
Follow the fitting instructions!
Arrange extra reinforcement steel as
per statical requirement.

Stop anchor 15.0 40cm 1.4 581999000 Super plate 15.0 2.0 581966000
Superplatte 15,0
Sperranker 15,0 40cm
Galvanised
Non-treated
Height: 6 cm
Never weld or heat tie-rods - risk of
fracture! Diameter: 12 cm
Follow the fitting instructions! Width-across: 27 mm
Arrange extra reinforcement steel as Permitted capacity, allowing a 1.6 : 1
per statical requirement. factor of safety against failure: 120
kN
Perm. capacity to DIN 18216: 90 kN
Breaking load: > rod breaking load (>
195 kN)
Stop anchor double-ended 15.0 20cm 1.1 581820000
Sperranker beidseitig 15,0 20cm
Plastic tube 22mm 2.50m 0.45 581951000
Non-treated Kunststoffrohr 22mm 2,50m
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 un-
der the special-component Art.n° Universal cone 22mm 0.005 581995000
580100000, quoting the designation Universal-Konus 22mm
and the desired length in mm. Grey
Diameter: 4 cm
Wall anchor 15.0 15cm 1.5 581893000
Wandanker 15,0 15cm
Galvanised

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The Formwork Experts
 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 Doka GmbH
ISO 9001 Josef Umdasch Platz 1, A 3300 Amstetten, Austria
Tel.: +43 (0)7472 605-0, Fax: +43 (0)7472 64430
E-Mail: info@doka.com
Internet: www.doka.com

Algeria Japan Qatar Tunisia Other subsidiaries and

SARL Doka Algérie Doka Japan K.K. Doka Qatar WLL Doka Tunisia Ltd. representatives:
24 A Route de la Rassauta 616-18 Toyotomicho P.O.Box 23439 Bureau de Liaison
Bordj-El-Kifane, BP 170, 16120 Alger Funabashi-shi (High-Tech-Park) Doha, Qatar Zone Industrielle, Rue d l‘usine
Le Kram 2015 Tunis Bahrain Lithuania
Telephone: +213 (0)21 21 27 26 274-0053 Chiba Telephone: +974 4500628
Telefax: +213 (0)21 21 28 98 Telephone: +81 (0)47 400 5278 Telefax: +974 4500608 Telephone: +216 (0)71 977 350 Belgium Luxembourg
E-Mail: Algerie@doka.com Telefax: +81 (0)47 407 6700 E-Mail: Qatar@doka.com Telefax: +216 (0)71 977 856
Belarus Marocco
E-Mail: Japan@doka.com E-Mail: Tunisia@doka.com
Canada Brazil Mexico
Saudi Arabia Turkey
Doka Canada Ltd./Ltée Korea Doka Formwork Technology Bulgaria Netherlands
5404 - 36th Street S.E. Div. of Mahmoud Othman Est. Doka Kalip-Iskele
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Calgary AB T2C 1P1 Rm.N.220, Doosan Venture Digm Bldg., P.O. Box 7620 Güzeller Org. San. Bölgesi Croatia Panama
Telephone: +1 403 243-6629 126-1 Pyeongchon-Dong, Dongan-Gu, Jeddah 21472 Inönü Mah. Nazarbayev Sok. No:19 Czech Republic
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41400 Gebze, Kocaeli
E-Mail: Canada@doka.com Telephone: +82 31 478 3700 Telefax: +966 (0)2 664 86 25 Denmark Portugal
Telephone: +90 262 751 50 66
Telefax: +82 31 478 3701 E-Mail: Jeddah@doka.com Estonia
China Telefax: +90 262 751 50 05 Romania
E-Mail: Korea@doka.com
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Bldg. 2, No.3883 Yuanjiang Road Kuwait Doka Formwork Pte. Ltd. United Arab Emirates France Senegal
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Div. of Riham Gen. Trad.& Cont. Co. Singapore 629565 P.O. Box 61407
Telephone: +86 21 6090 0899 P.O. Box 2217 Salmiyah Telephone: +65 6897 7737 Greece Slovakia
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Telefax: +86 21 6090 1099 22023 Kuwait Telefax: +65 6897 8606 Telephone: +971 (0)4 881 8096 Hungary Slovenia
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Kazakhstan Ukraine
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Telephone: +91 22 402 64435 Telephone: +961 (0)1 612569 Telephone: +27 (0)11 310 9709 Telephone: +44 (0)1622 74 90 50
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E-Mail: India@doka.com E-Mail: Lebanon@doka.com E-Mail: South-Africa@doka.com E-Mail UK@doka.com

Ireland Norway Sweden USA

Doka Ireland Formwork Techn. Ltd. Doka Norge AS Doka Sverige AB Doka USA, Ltd.
Monasterboice, Drogheda Heggstadmoen 4 214 Gates Road
Kurödsvägen 20 Little Ferry, NJ 07643
County Louth N 7080 Heimdal S 451 55 Uddevalla Telephone: +1 201 329-7839
Telephone: +353 (0)41 686 1620 Telephone: +47 72 89 38 10 Telephone: +46 (0)10 45 16 300 Telefax: +1 201 641-6254
Telefax: +353 (0)41 686 1525 Telefax:n +47 72 89 38 11 Telefax: +46 (0)10 45 16 309 E-Mail: usa@doka.com
E-Mail: Ireland@doka.com E-Mail: Norge@doka.com E-Mail: Sverige@doka.com Internet: www.dokausa.com

The Formwork Experts 999710002 - 07/2009 Ü