Doka 150F Operator's manual

© by Doka GmbH, A-3300 Amstetten
999775002 02/2020
en-GB
-
The Formwork Experts.
Climbing formwork 150F
User Information
Instructions for assembly and use (Method statement)
© by Doka GmbH, A-3300 Amstetten
9775-236-01

2999775002 - 02/2020
User Information Climbing formwork 150F

User Information Climbing formwork 150F
3999775002 - 02/2020
Contents
4Introduction
4Elementary safety warnings
7Services
8System description
8Climbing formwork 150F
9System overview
10 System dimensions
11 Possible formwork systems
12 Schematic workflow of climbing phases
13 Structural design
13 Loading data
14 Structural design
16 Anchoring on the structure
16 Positioning point and suspension point
24 Other possible anchorages
25 Retrofitting a safe suspension point
27 Operating the formwork
27 Closing the formwork
28 Opening the formwork
29 Plumbing & aligning the formwork
31 Repositioning
31 Lifting by crane
35 Operating the climbing formwork
35 Starting up
36 1st casting section
37 2nd casting section
40 3rd casting section
42 Assembly
42 Assembling the working platform
45 Mounting the Vertical waling and scissor-
action spindle
47 Mounting the formwork
49 Assembling the suspended platform
51 Sideguards on exposed platform-ends
53 Dismantling
55 General
55 Ladder system
57 Transporting, stacking and storing
61 Fall-arrest systems on the structure
62 Doka shaft platform
63 Component overview

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Introduction User Information Climbing formwork 150F
Introduction
Elementary safety warnings
User target groups
▪This booklet is aimed at all persons who will be work-
ing with the Doka product or system that it describes.
It contains information on the standard design for
setting up this system, and on correct, compliant uti-
lisation of the system.
▪All persons working with the product described
herein must be familiar with the contents of this
booklet and with all the safety instructions it contains.
▪Persons who are incapable of reading and under-
standing this booklet, or who can do so only with dif-
ficulty, must be instructed and trained by the cus-
tomer.
▪The customer is to ensure that the information mate-
rials provided by Doka (e.g. User Information book-
lets, Instructions for Assembly and Use, Operating
Instruction manuals, plans etc.) are up to date and
available to all users, and that they have been made
aware of them and have easy access to them at the
usage location.
▪In the relevant technical documentation and form-
work utilisation plans, Doka shows the workplace
safety precautions that are necessary in order to use
the Doka products safely in the usage situations
shown.
In all cases, users are obliged to ensure compliance
with national laws, standards and regulations
throughout the entire project and to take appropriate
additional or alternative workplace safety precau-
tions where necessary.
Hazard assessment
▪The customer is responsible for drawing up, docu-
menting, implementing and continually updating a
hazard assessment at every job-site.
This booklet serves as the basis for the site-specific
hazard assessment, and for the instructions given to
users on how to prepare and utilise the system. It
does not substitute for these, however.
Remarks on this booklet
▪This document can be used as general Instructions
for Assembly and Use (Method Statement) or be
incorporated into site-specific Instructions for
Assembly and Use (Method Statement).
▪The graphics, animations and videos in this doc-
ument or app sometimes depict partially assem-
bled assemblies and may require additional
safety equipment and/or measures to comply
with safety regulations.
The customer must ensure all applicable regulations
are complied with, even if they are not shown or
implied in the graphics, animations and videos pro-
vided.
▪Individual sections contain further safety
instructions and/or special warnings as applica-
ble.
Planning
▪Provide safe workplaces for those using the form-
work (e.g. for when it is being erected/dismantled,
modified or repositioned etc). It must be possible to
get to and from these workplaces via safe access
routes!
▪If you are considering any deviation from the
details and instructions given in this booklet, or
any application which goes beyond those
described in the booklet, then revised static cal-
culations must be produced for checking, as well
as supplementary assembly instructions.
Regulations; industrial safety
▪All laws, Standards, industrial safety regulations and
other safety rules applying to the utilisation of our
products in the country and/or region in which you
are operating must be observed at all times.
▪If a person or object falls against, or into, the side-
guard component and/or any of its accessories, the
component affected may only continue in use after it
has been inspected and passed by an expert.

User Information Climbing formwork 150F Introduction
5999775002 - 02/2020
Rules applying during all phases of
the assignment
▪The customer must ensure that this product is
erected and dismantled, reset and generally used for
its intended purpose in accordance with the applica-
ble laws, standards and rules, under the direction
and supervision of suitably skilled persons.
These persons' mental and physical capacity must
not in any way be impaired by alcohol, medicines or
drugs.
▪Doka products are technical working appliances
which are intended for industrial /commercial use
only, always in accordance with the respective Doka
User Information booklets or other technical docu-
mentation authored by Doka.
▪The stability and load-bearing capacity of all compo-
nents and units must be ensured during all phases of
the construction work!
▪Do not step on or apply strain to cantilevers, clo-
sures, etc. until suitable measures to ensure their
stability have been correctly implemented (e.g. by
tie-backs).
▪Strict attention to and compliance with the functional
instructions, safety instructions and load specifica-
tions are required. Non-compliance can cause acci-
dents and severe injury (risk of fatality) and consid-
erable damage to property.
▪Sources of fire in the vicinity of the formwork are pro-
hibited. Heaters are permissible only when used cor-
rectly and situated a correspondingly safe distance
from the formwork.
▪Customer must give due consideration to any and all
effects of the weather on the equipment and regards
both its use and storage (e.g. slippery surfaces, risk
of slipping, effects of the wind, etc.) and implement
appropriate precautionary measures to secure the
equipment and surrounding areas and to protect
workers.
▪All connections must be checked at regular intervals
to ensure that they are secure and in full working
order.
In particular threaded connections and wedged con-
nections have to be checked and retightened as nec-
essary in accordance with activity on the jobsite and
especially after out-of-the-ordinary occurrences (e.g.
after a storm).
▪It is strictly forbidden to weld Doka products – in par-
ticular anchoring/tying components, suspension
components, connector components and castings
etc. – or otherwise subject them to heating.
Welding causes serious change in the microstruc-
ture of the materials from which these components
are made. This leads to a dramatic drop in the failure
load, representing a very great risk to safety.
It is permissible to cut individual tie rods to length
with metal cutting discs (introduction of heat at the
end of the rod only), but it is important to ensure that
flying sparks do not heat and thus damage other tie
rods.
The only articles which are allowed to be welded are
those for which the Doka literature expressly points
out that welding is permitted.
Assembly
▪The equipment/system must be inspected by the
customer before use, to ensure that it is in an accept-
able condition. Steps must be taken to exclude com-
ponents that are damaged, deformed, or weakened
due to wear, corrosion or rot (e.g. fungal decay).
▪Using our safety and formwork systems together
with those of other manufacturers can create risks
that may lead to injury and damage to property. This
requires separate verification.
▪The equipment/system must be assembled and
erected in accordance with the applicable laws,
standards and rules by trained customer personnel
whilst maintaining any applicable safety inspections
that may be required.
▪It is not permitted to modify Doka products; such
modifications constitute a safety risk.
Closing the formwork
▪Doka products and systems must be set up so that
all loads acting upon them are safely transferred!
Pouring
▪Do not exceed the permitted fresh-concrete pres-
sures. Over-high pouring rates overload the form-
work, cause greater deflection and risk breakage.
Stripping the formwork
▪Do not strip out the formwork until the concrete has
reached sufficient strength and the person in charge
has given the order for the formwork to be stripped
out!
▪When stripping out the formwork, never use the
crane to break concrete cohesion. Use suitable tools
such as timber wedges, special pry-bars or system
features such as Framax stripping corners.
▪When stripping out the formwork, do not endanger
the stability of any part of the structure, or of any
scaffolding, platforms or formwork that is still in
place!

6999775002 - 02/2020
Introduction User Information Climbing formwork 150F
Transporting, stacking and storing
▪Observe all country-specific regulations applying to
the handling of formwork and scaffolding. For system
formwork the Doka slinging means stated in this
booklet must be used – this is a mandatory require-
ment.
If the type of sling is not specified in this document,
the customer must use slinging means that are suit-
able for the application envisaged and that comply
with the regulations.
▪When lifting, always make sure that the unit to be
lifted and its individual parts can absorb the forces
that occur.
▪Remove loose parts or secure them so that they can-
not slip out of position and drop.
▪All components must be stored safely, following all
the special Doka instructions given in the relevant
sections of this document!
Maintenance
▪Only original Doka components may be used as
spare parts. Repairs may only be carried out by the
manufacturer or authorised facilities.
Miscellaneous
The weights as stated are averages for new material;
actual weights can differ, depending on material toler-
ances. Dirt accretions, moisture saturation, etc. can
also affect weight.
We reserve the right to make alterations in the interests
of technical progress.
Eurocodes at Doka
The permissible values stated in Doka documents
(e.g. Fperm = 70 kN) are not design values (e.g. FRd =
105 kN)!
▪It is essential to avoid confusing permissible values
with design values!
▪Doka documents will continue to state the permissi-
ble values.
Allowance has been made for the following partial fac-
tors:
▪γF= 1.5
▪γM, timber = 1.3
▪γM, steel = 1.1
▪kmod = 0.9
Consequently, all the design values for an EC design
calculation can be determined from the permissible val-
ues.
Symbols used
The following symbols are used in this document:
DANGER
This is a notifier drawing attention to an
extremely dangerous situation in which non-
compliance with this notifier will lead to death
or severe, irreversible injury.
WARNING
This is a notifier drawing attention to a dan-
gerous situation in which non-compliance
with this notifier can lead to death or severe,
irreversible injury.
CAUTION
This is a notifier drawing attention to a dan-
gerous situation in which non-compliance
with this notifier can lead to slight, reversible
injury.
NOTICE
This is a notifier drawing attention to a situa-
tion in which non-compliance with this noti-
fier can lead to malfunctions or damage to
property.
Instruction
Indicates that actions have to be performed
by the user.
Sight-check
Indicates that you need to do a sight-check
to make sure that necessary actions have
been carried out.
Tip
Points out useful practical tips.
Reference
Cross-references other documents.

User Information Climbing formwork 150F Introduction
7999775002 - 02/2020
Services
Support in every stage of the project
▪Project success assured by products and services
from a single source.
▪Competent support from planning through to assem-
bly directly on site.
High performance, in all stages of the project
Project assistance from start to finish
Every single project is unique and calls for individual-
ised solutions. When it comes to the forming opera-
tions, the Doka team can help you with its consulting,
planning and ancillary services in the field, enabling
you to carry out your project effectively, safely and reli-
ably. Doka assists you with individual consulting ser-
vices and customised training courses.
Efficient planning for a safe project sequence
Efficient formwork solutions can only be developed
economically if there is an understanding of project
requirements and construction processes. This under-
standing is the basis of Doka engineering services.
Optimise construction workflows with Doka
Doka offers special tools that help you in designing
transparent processes. This is the way to speed up
pouring processes, optimise inventories and create
more efficient formwork planning processes.
Custom formwork and on-site assembly
To complement its system formwork range, Doka
offers customised formwork units. And specially
trained personnel assemble load-bearing towers and
formwork on site.
Just-in-time availability
Formwork availability is a crucial factor in realising
your project on time and on budget. The worldwide
logistics network puts the necessary formwork quanti-
ties on site at the agreed time.
Rental and reconditioning service
The formwork material needed for any particular pro-
ject can be rented from Doka’s high-performing rental
park. Doka Reconditioning cleans and overhauls both
client-owned equipment and Doka rental equipment.
Tender Operations
scheduling
Construction
work
Project close-
out
Engineering
▪Execution planning
▪Cycle planning
▪Structure modelling/3D-planning
▪Assembly drawings
▪Statics calculation
▪Concremote
Consulting and training
▪Project processing on-site
▪Formwork instructor
▪Training & consulting
Process optimisation
▪Concremote
▪myDoka
▪Planning software
▪Yard management
Pre-assembly and assembly
▪Pre-assembly service
▪Pre-assembly on site service
Logistics
▪Organisation of transport & freight
Rental and reconditioning service
▪Rental service
▪Formwork returns
▪Reconditioning & service fixed rates
upbeat construction
digital services for higher productivity
From planning through to completion - with
upbeat construction we’ll be moving construc-
tion forward and upping the beat for more pro-
ductive building with all our digital services.
Our digital portfolio covers the entire construc-
tion process and is being extended all the time.
To find out more about our specially developed
solutions go to doka.com/upbeatconstruction.

8999775002 - 02/2020
System description User Information Climbing formwork 150F
System description
Climbing formwork 150F
Straightforward basic design, easy to
operate, proven thousands of times
over
The Climbing formwork 150 F is a site-proven system
that gives very cost-efficient service on crane-lifted
climbing projects.
Ingenious modular system with only a very
few separate parts
▪permits easy adaptation to construction projects with
vertical walls
▪provides 1.65 m wide working platforms with an up to
70 cm roll-back for the formwork
Easy to operate
▪Fast set-up and stripping of the formwork without
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 (35 kN per Climbing
bracket)
▪formwork heights of up to 6.0 m
▪concrete loads transferred by way of form-ties
▪suitable for timber-beam and framed formwork
▪cost-saving anchorages
Safe workspaces and workplace access
routes
▪Ladder system XS can be integrated
Areas of use
Climbing formwork 150 F is particularly suitable for:
▪lift-shafts and stairwells
▪bridge piers
▪silos, tanks and power-station projects
9775-239-01

User Information Climbing formwork 150F System description
9999775002 - 02/2020
System overview
Pouring platform
▪Platform system for the formwork being used (A)
Vertical waling and Scissor-action
spindle
▪Vertical waling 3.00m (B)
For holding the formwork elements/panels. The
wedges are used for fixing the Vertical waling and for
pressing the formwork against the concrete.
▪Scissor-action spindle (C)
A screwjack mechanism with a scissor-type function
for aligning and repositioning the formwork elements
or panels. Permits up to 70 cm roll-back.
Working platform
▪Climbing bracket 150F (D)
The Climbing bracket 150F is used for constructing
the working platform, and carries the retractable
formwork element or panel.
Suspended platform
▪Suspended platform 120 3.30m or 4.30m (E)
120 cm wide suspended platform for bolting onto the
Climbing bracket.
APlatform system for the formwork being used
BVertical waling 3.00m
CScissor-action spindle
DClimbing bracket 150F
ESuspended platform 120 3.30m or 4.30m
9775-207-01
A
B
C
D
E

10 999775002 - 02/2020
System description User Information Climbing formwork 150F
System dimensions
System dimensions [mm]
1) with Suspended platform 120 3.30m
2) with Suspended platform 120 4.30m
a
b
j
hg
c
f
k
l
9775-268-01
i
a Formwork height 6000
bDistance between top of poured concrete and
anchoring point 400
cDistance between suspension point and pressure
strut 1250
f Width of bracket 1700
g Height of railings on bracket 1300
h Distance between bracket and suspended platform 2900 1) / 3900 2)
i Width of suspended platform 1240
j Height of railings on suspended platform 1370
k Distance between formwork and concrete 670
l Height of measuring point for k 1500

User Information Climbing formwork 150F System description
11999775002 - 02/2020
Possible formwork systems
Timber-beam formwork
e.g. Large-area formwork Top 50
Framed formwork
e.g. framed formwork Framax Xlife
For more information, see the 'Timber-beam
formwork Top 50' User Information booklet.
9775-239-01
For more information, see the 'Framed form-
work Framax Xlife' User Information booklet.
9775-240-01

12 999775002 - 02/2020
System description User Information Climbing formwork 150F
Schematic workflow of climbing phases
Start-up phases
Typical phases
The 1st casting section is poured
without a climbing scaffold.
The 2nd casting section (and all further sec-
tions) are poured using the climbing scaffold.
The suspended platforms are mounted, and
then the 3rd section is poured.
The climbing scaffold is raised
to the next casting section.
The next casting section is poured.
9775-220-01
9775-241-01 9775-222-01
9775-243-01
9775-242-01

User Information Climbing formwork 150F Structural design
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Structural design
Loading data
Anchoring on the structure
Imposed loads
Dimensioning the suspension point
Service loads
V ... permitted vertical load: 35 kN
H ... permitted horizontal load: 65 kN
The required cube compressive strength of the con-
crete at the time of loading must be specified sepa-
rately for each project by the structural designer. It
will depend on the following factors:
▪load actually occurring
▪length of stop anchor or pigtail anchor
▪reinforcement / extra reinforcement steel
▪distance from edge
The introduction of the forces, the transfer of these
forces into the structure, and the stability of the overall
construction, must all be verified by the structural
designer.
The required cube compressive strength fck,cube,current
must be at least 10 N/mm2, however.
9775-256-01
V
H
A150 kg/m2
B300 kg/m2
C75 kg/m2
9775-200-02
A
B
C

14 999775002 - 02/2020
Structural design User Information Climbing formwork 150F
Structural design
Wind pressure
1) Determine the wind pressure as a function of the
wind speed, the building environment and the
structure height.
2) Use the relevant diagram, (A) or (B) .
Influence width of climbing brackets
Diagram (A) (wind pressure = 1.00 kN/m2)
Example
▪Basic data:
- Diagram (A) (wind pressure = 1.00 kN/m2)
- formwork height: 4.00 m
▪Influence width: 3.00 m
CAUTION
➤If wind speeds > 72 km/h are likely, and
when work finishes for the day or before pro-
longed work-breaks, always take extra pre-
cautions to fix the formwork in place.
Suitable precautions:
- set up the opposing formwork
- turn the screwjack mechanism until the form-
work meets the top of the previously cast sec-
tion, and knock the fixing-wedges into place
Diagram
Wind pressure
[kN/m2]
we= cp, net x q(Ze)
Example:
(A) 1.00 Where cp, net = 1.3:
Permissible wind speed = 126 km/h
(B) 1.365 Where cp, net = 1.3:
Permissible wind speed = 147 km/h
Follow the directions in the Calculation Guide
"Wind loads to the Eurocodes" when determin-
ing the wind pressure or ask your Doka techni-
cian!
Formwork height [m]
Influence width [m]
CWithout Wind bracing MF/150F/K 6.00m
DWith Wind bracing MF/150F/K 6.00m
9736-124
0.0 1.0 2.0 3.0 4.00.5 1.5 2.5 3.5
6.0
5.0
4.0
3.0
2.0
2.5
3.5
4.5
5.5 CD

User Information Climbing formwork 150F Structural design
15999775002 - 02/2020
Diagram (B) (wind pressure = 1.365 kN/m2)
Example
▪Basic data:
- Diagram (B) (wind pressure = 1.365 kN/m2)
- formwork height: 4.00 m
▪Influence width: 2.60 m (without "Wind bracing")
▪Influence width: 2.95 m (with "Wind bracing")
Determining the influence width where the
climbing cone is more than 400 mm below the
top of the concrete
➤When determining the influence width, add the differ-
ence (b – 400 mm) to the actual formwork height.
b ... min. 400 mm
Example
▪Basic data:
- Diagram (B) (wind pressure = 1.365 kN/m2)
- formwork height: 4.00 m
- distance between climbing cone and top of con-
crete b: 0.65 m
▪Formwork height for determining the influence width:
4.00 m+(0.65 m-0.40 m) =4.25 m
▪Influence width: 2.25 m
Formwork height [m]
Influence width [m]
CWithout Wind bracing MF/150F/K 6.00m
DWith Wind bracing MF/150F/K 6.00m
9736-125
0.0 1.0 2.0 3.0 4.00.5 1.5 2.5 3.5
6.0
5.0
4.0
3.0
2.0
2.5
3.5
4.5
5.5 CD
9775-257-01 b

16 999775002 - 02/2020
Anchoring on the structure User Information Climbing formwork 150F
Anchoring on the structure
Positioning point and suspension point
▪Stop anchor
- Expendable anchoring component for anchoring
the suspension cone (and thus the climbing unit)
in the concrete from one side.
▪Positioning cone
- Placeholder for the suspension cone on the posi-
tioning point.
▪Climbing cone
- For safe suspension-mounting of the climbing
unit.
Positioning cone 15.0 5cm
Cantilever positioning cone 15.0 5cm
AStop anchor 15.0 (expendable anchoring component)
BDepth mark
CPositioning cone 15.0 5cm
DSealing sleeve 15.0 5cm (expendable anchoring component)
EClimbing cone 15.0 5cm
APositioning cone 15.0 5cm
BSealing sleeve 15.0 5cm (orange)
NOTICE
Positioning cones 15.0 5cm are supplied
together with
Sealing sleeves 15.0 5cm. Fit new sealing
sleeves every time the cones are re-used.
B
D
C
E
A
9775-225-01
9715-246-01
B A
CCantilever positioning cone 15.0 5cm
DSealing sleeve S 15.0 5cm (orange)
NOTICE
Cantilever positioning cones 15.0 5cm are
supplied together with
Sealing sleeves S 15.0 5cm. Fit new sealing
sleeves every time the cones are re-used.
9 -775 296-20
D C

User Information Climbing formwork 150F Anchoring on the structure
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Types of stop anchor
Stop anchor 15.0 A16
c ... installation depth: 21.0 cm
d ... Minimum wall thickness: 23.0 cm (where the concrete cover is
2cm)
d ... Minimum wall thickness: 24.0 cm (where the concrete cover is
3cm)
e ... concrete cover
Stop anchor 15.0 B11
c ... installation depth: 16.5 cm
d ... Minimum wall thickness: 19 cm (where the concrete cover is
2cm)
d ... Minimum wall thickness: 20 cm (where the concrete cover is
3cm)
e ... concrete cover
Pigtail anchor
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 ... 64.0 cm
b ... 69.0 cm
c ... min. 16.0 cm
AMark for screw-in depth
BCode for stop-anchor type
The stop anchor has an identification code on
the end face.
▪The code is a combination of a letter and a
number and it unequivocally describes the
features of the stop anchor:
- Letter: Tie-rod size and size of the stop-
anchor plate.
- Number: Length of the stop anchor in
cm
▪Easy identification of the stop-anchor type
before and after the concrete has been
poured
AStop anchor 15.0
a ... size of stop-anchor plate: 55 mm
16 b ... tie-rod length: 16.0 cm
BStop anchor 15.0
a ... size of stop-anchor plate: 90 mm
11 b ... tie-rod length: 11.5 cm
A
B
9710- 823 -01
e
b
c
d
9775-269-03
a
e
b
c
d
9775-269-04
a
WARNING
The short Stop anchor 15.0 B11 has a much
lower load-bearing capacity than the Stop
anchor 15.0 A16.
➤The short stop anchor may only be used on
systems with low tensile loads at the anchor-
ing location, such as on climbing systems
inside shafts.
➤If the geometry will only allow installation of
short stop anchors, then revised static calcu-
lations and/or extra reinforcement steel may
be required where any higher tensile loads
are expected.
➤The Stop anchor 15.0 B11 is only permitted
for wall thicknesses < 24 cm. For wall thick-
nesses ≥24 cm, the Stop anchor 15.0 A16
(or larger) must be used.
WARNING
The Stop anchor 15.0 B11 may accidentally
come unscrewed from the positioning cone
while low-viscosity concrete is being poured.
➤Take additional precautions to prevent the
Stop anchor 15.0 B11 from being turned.
APigtail anchor 15.0
BLongitudinal reinforcement and U-reinforcements, min. diam.
8 mm, spaced max. 15 cm apart
9775-270-02
a
c
b
AB

18 999775002 - 02/2020
Anchoring on the structure User Information Climbing formwork 150F
Opposite anchoring points
Note:
If the wall thickness is less than twice the installation
depth of the stop anchor, opposing anchor points must
be offset to one another.
Plan view
a ... min. 100 mm, if c < 2 x b
b ... installation depth
c ... wall thickness
Anchor points with no offset
Anchor points with no offset are prepared using the
Stop anchor double-ended 15.0 K.
Positioning point
Stop anchor double-ended 15.0 K..
b ... 25 - 70 cm
c ... order length = wall thickness a - 10 cm
If two cones are fitted opposite one another
and joined with a tie rod there is a risk of
formwork falling off.
Unscrewing the anchor on one side may cause
the anchor on the opposite side to shear off.
➤Do not, under any circumstances, connect
cones with a tie rod.
a
b
c
9775-269-01
9775-269-01
APositioning cone 15.0 5cm
BSealing sleeve 15.0 5cm (expendable anchoring component)
CStop anchor double-ended 15.0 (expendable anchoring compo-
nent)
DSuper plate 15.0
ETie rod 15.0mm
KStop anchor 15.0
a ... size of stop-anchor plate: 90 mm
25 - 70 b ... tie-rod length: 25 - 70 cm
WARNING
In walls that are less than 39 cm thick, the
Stop anchor double-ended 15.0 K.. has a much
lower load-bearing capacity than the Stop
anchor 15.0 A16.
➤Revised static calculations are required
here.
➤Where high tensile forces occur, locate extra
reinforcement steel as statically required.
9775-269-05
C B A D E
b
c
9775-269-06
a

User Information Climbing formwork 150F Anchoring on the structure
19999775002 - 02/2020
Preparing the positioning point
Preparing the positioning point
➤Push the sealing sleeve all the way onto the position-
ing cone.
Note:
Do not screw the stop anchor in until the sealing sleeve
is pushed fully on to the positioning cone.
b ... 10 mm
c ... 10 mm
WARNING
Sensitive anchoring, suspension and connec-
tor components!
➤Never weld or heat these components.
➤Any components that are damaged or weak-
ened by corrosion or wear must be with-
drawn from use.
9
775-269-09
9775-269-10
9
775-269-11
APositioning cone 15.0 5cm
BSealing sleeve 15.0 5cm (orange)
WARNING
➤Always screw the stop anchor into the posi-
tioning cone until it fully engages.
Not screwing the stop anchor fully into the
cone may lead to reduced load-bearing
capacity and failure of the suspension point
– resulting in possible injury and/or damage.
CStop anchor 15.0 (expendable anchoring component)
DDepth mark
▪Always screw in components until they are
fully engaged. When correctly fitted, there
will still be 10 mm of thread visible
between the part and the depth mark on
the stop anchor or pigtail anchor.
b ... > 10 mm not permitted
▪The sealing sleeve must be completely
pushed onto the positioning cone.
c ... > 10 mm not permitted
9715-246-01
B A
c
b
C D
9775-269-16
9775-269-14
b
9775-269-15
c

20 999775002 - 02/2020
Anchoring on the structure User Information Climbing formwork 150F
Positioning point with Positioning cone 15.0
5cm (with hole drilled through form-ply)
Installation:
➤Drill a diam. 18 mm hole in the form-ply (position as
shown in shop drawing / assembly plan).
➤Insert a Tie rod 15.0 (length approx. 20 cm) through
the hole drilled in the form-ply, screw it into the posi-
tioning cone and tighten it with a Super plate 15.0.
Positioning point with Cantilever positioning
cone 15.0 5cm (with no hole drilled through
form-ply)
For special applications only, when it is not possible to
drill through the form-ply (e.g. where there are Doka
beams or formwork panel frame profiles directly behind
the positioning point).
Installation:
➤Nail a cantilever positioning cone to the form-ply
using a Fixing plate 15.0 (position as shown in pro-
ject plan).
AStop anchor 15.0
BPositioning cone 15.0 5cm + Sealing sleeve 15.0 5cm
CSuper plate 15.0
DTie rod 15.0mm
If the positioning point is located too close to a
Doka beam, a board can be nailed to this and
the adjoining beam to provide a support sur-
face for the super plate.
9775-226-01
C
B
AD
9775-227-01
AStop anchor 15.0
ECantilever positioning cone 15.0 5cm + Sealing sleeve S 15.0
5cm
FFixing plate 15.0
NOTICE
It is not permitted to use the Fixing plate 15.0
more than once in the same position, as it can-
not be fixed firmly and securely in the old nail-
holes.
9
775-231-01
E
A
F