User Information booklet (en) Doka supporting construction frames

Transcription

999739002 - 01/2015
en-GB
The Formwork Experts.
Doka supporting construction frames
User Information
Instructions for assembly and use (Method statement)
9739-204-01
Introduction
User Information Doka supporting construction frames
tion
Introduc-
© by Doka GmbH, A-3300 Amstetten
2
999739002 - 01/2015
Introduction
Contents
4
4
7
8
10
Introduction
Elementary safety warnings
Eurocodes at Doka
Doka services
Foreword
11
11
12
Supporting construction
For pour heights of up to 1.20 m
Areas of use, possible configurations
13
13
14
18
20
23
27
28
30
Supporting construction frame Variabel
Standard units
Combining with Doka timber-beam formwork
Combining with Doka framed formwork Framax Xlife
Combining with Doka framed formwork Frami Xlife
Assembly instructions
Pouring platforms
Resetting by crane
31
31
32
36
38
46
50
53
54
56
58
60
Supporting construction frame Universal F
For pour-heights of up to max. 8.1 m
Standard units
Inside corner configurations
Pouring platforms
Special applications
Examples of the system in action
Resetting by crane
Repositioning using traveller units
Assembly; transporting, stacking and storing
63
64
65
70
72
76
General remarks
Transferring the forces which occur
Anchoring solutions for the supporting construction
frames
Fitting diagonal anchors
Transporting, stacking and storing
Formwork planning with Tipos-Doka
77
Component overview
999739002 - 01/2015
3
Introduction
Elementary safety warnings
Introduction
User target groups
Remarks on this booklet
▪ This booklet is aimed at all persons who will be work-
▪ This booklet can also be used as a generic method
▪
▪
▪
▪
ing with the Doka product or system that it describes.
It contains information on the standard design for
setting up this system, and on correct, compliant utilisation of the system.
All persons working with the product described
herein must be familiar with the contents of this
booklet and with all the safety instructions it contains.
Persons who are incapable of reading and understanding this booklet, or who can do so only with difficulty, must be instructed and trained by the customer.
The customer is to ensure that the information materials provided by Doka (e.g. User Information booklets, Instructions for Assembly and Use, Operating
Instruction manuals, plans etc.) are available to all
users, and that they have been made aware of them
and have easy access to them at the usage location.
In the relevant technical documentation and formwork utilisation plans, Doka shows the workplace
safety precautions that are necessary in order to use
the Doka products safely in the usage situations
shown.
In all cases, users are obliged to ensure compliance
with national laws, Standards and rules throughout
the entire project and to take appropriate additional
or alternative workplace safety precautions where
necessary.
▪
▪
statement or incorporated with a site-specific
method statement.
Many of the illustrations in this booklet show the
situation during formwork assembly and are
therefore not always complete from the safety
point of view.
Any safety accessories not shown in these illustrations must still be used by the customer, in accordance with the applicable rules and regulations.
Further safety instructions, especially warnings,
will be found in the individual sections of this
booklet!
Planning
▪ Provide safe workplaces for those using the form-
▪
work (e.g. for when it is being erected/dismantled,
modified or repositioned etc). It must be possible to
get to and from these workplaces via safe access
routes!
If you are considering any deviation from the
details and instructions given in this booklet, or
any application which goes beyond those
described in the booklet, then revised static calculations must be produced for checking, as well
as supplementary assembly instructions.
Hazard assessment
Regulations; industrial safety
▪ The customer is responsible for drawing up, docu-
▪ All laws, Standards, industrial safety regulations and
menting, implementing and continually updating a
hazard assessment at every job-site.
This 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.
4
▪
other safety rules applying to the utilisation of our
products in the country and/or region in which you
are operating must be observed at all times.
If a person or object falls against, or into, the sideguard component and/or any of its accessories, the
component affected may only continue in use after it
has been inspected and passed by an expert.
999739002 - 01/2015
Rules applying during all phases of
the assignment
Introduction
Assembly
▪ The equipment/system must be inspected by the
▪ The customer must ensure that this product is
▪
▪
▪
▪
▪
▪
▪
erected and dismantled, reset and generally used for
its intended purpose in accordance with the applicable laws, Standards and rules, under the direction
and supervision of suitably skilled persons. These
persons' mental and physical capacity must not in
any way be impaired by alcohol, medicines or drugs.
Doka products are technical working appliances
which are intended for industrial/commercial use
only, always in accordance with the respective Doka
User Information booklets or other technical documentation authored by Doka.
The stability of all components and units must be
ensured during all phases of the construction work!
The functional/technical instructions, safety warnings and loading data must all be strictly observed
and complied with. Failure to do so can cause accidents and severe (even life-threatening) damage to
health, as well as very great material damage.
Fire-sources are not permitted anywhere near the
formwork. Heating appliances are only allowed if
properly and expertly used, and set up a safe distance away from the formwork.
The work must take account of the weather conditions (e.g. risk of slippage). In extreme weather,
steps must be taken in good time to safeguard the
equipment, and the immediate vicinity of the equipment, and to protect employees.
All connections must be checked regularly to ensure
that they still fit properly and are functioning correctly.
It is very important to check all screw-type connections and wedge-clamped joins whenever the construction operations require (particularly after exceptional events such as storms), and to tighten them if
necessary.
It is strictly forbidden to weld Doka products – in particular anchoring/tying components, suspension
components, connector components and castings
etc. – or otherwise subject them to heating.
Welding causes serious change in the microstructure of the materials from which these components
are made. This leads to a dramatic drop in the failure
load, representing a very great risk to safety.
The only articles which are allowed to be welded are
those for which the Doka literature expressly points
out that welding is permitted.
999739002 - 01/2015
▪
▪
▪
customer before use, to ensure that it is in suitable
condition. Steps must be taken to rule out the use of
any components that are damaged, deformed, or
weakened due to wear, corrosion or rot.
Combining our formwork systems with those of other
manufacturers could be dangerous, risking damage
to both health and property. If you intend to combine
different systems, please contact Doka for advice
first.
The equipment/system must be assembled and
erected in accordance with the applicable laws,
Standards and rules by suitably skilled personnel of
the customer's, having regard to any and all required
safety inspections.
It is not permitted to modify Doka products; any such
modifications constitute a safety risk.
Closing the formwork
▪ Doka products and systems must be set up so that
all loads acting upon them are safely transferred!
Pouring
▪ Do not exceed the permitted fresh-concrete pres-
sures. Over-high pouring rates overload the formwork, cause greater deflection and risk breakage.
Stripping out the formwork
▪ Do not strip out the formwork until the concrete has
▪
▪
reached sufficient strength and the person in charge
has given the order for the formwork to be stripped
out!
When stripping out the formwork, never use the
crane to break concrete cohesion. Use suitable tools
such as timber wedges, special pry-bars or system
features such as Framax stripping corners.
When stripping out the formwork, do not endanger
the stability of any part of the structure, or of any
scaffolding, platforms or formwork that is still in
place!
5
Introduction
▪ Observe all regulations applying to the handling of
▪
▪
formwork and scaffolding. In addition, the Doka
slinging means must be used - this is a mandatory
requirement.
Remove any loose parts or fix them in place so that
they cannot be dislodged or fall free!
All components must be stored safely, following all
the special Doka instructions given in the relevant
sections of this booklet!
Maintenance
Symbols used
The following symbols are used in this booklet:
☞
Important note
Failure to observe this may lead to malfunction or damage.
CAUTION / WARNING / DANGER
Failure to observe this may lead to material
damage, and to injury to health which may
range up to the severe or even life-threatening.
▪ Only original Doka components may be used as
spare parts. Repairs may only be carried out by the
manufacturer or authorised facilities.
Miscellaneous
We reserve the right to make alterations in the interests
of technical progress.
Instruction
This symbol indicates that actions need to be
taken by the user.
Sight-check
Indicates that you need to do a sight-check
to make sure that necessary actions have
been carried out.
Tip
Points out useful practical tips.
Reference
Refers to other documents and materials.
6
999739002 - 01/2015
Introduction
Eurocodes at Doka
In Europe, a uniform series of Standards known as
Eurocodes (EC) was developed for the construction
field by the end of 2007. These are intended to provide
a uniform basis, valid throughout Europe, for product
specifications, tenders and mathematical verification.
The EC are the world's most highly developed Standards in the construction field.
In the Doka Group, the EC are to be used as standard
from the end of 2008. They will thus supersede the DIN
norms as the "Doka standard" for product design.
Ed
Ed
Fd
Fk
F
Design value of effect of actions
(E ... effect; d ... design)
Internal forces from action Fd
(VEd, NEd, MEd)
Design value of an action
Fd = F · Fk
(F ... force)
Characteristic value of an action
"actual load", service load
(k ... characteristic)
e.g. dead weight, live load, concrete pressure,
wind
Partial factor for actions
(in terms of load; F ... force)
e.g. for dead weight, live load, concrete pressure, wind
Values from EN 12812
Comparison of the safety concepts (example)
Permissible stress design
115.5 [kN]
Fyield
EC/DIN concept
Rk
115.5 [kN]
Rd gM = 1.1
90<105 [kN]
n ~ 1.65
Factual
A
98013-100
60 [kN]
gF = 1.5
Fpermissible
98013-102
60<70 [kN]
A
Ed
90 [kN]
Factual Fpermissible
The widely used "Permissible stress design" (comparing the actual stresses with the permissible stresses)
has been superseded by a new safety concept in the
EC.
The EC contrast the actions (loads) with the resistance
(capacity). The previous safety factor in the permissible
stresses is now divided into several partial factors. The
safety level remains the same!
Rd
Rd
Design value of the resistance
(R ... resistance; d ... design)
Design capacity of cross-section
(VRd, NRd, MRd)
Rk
Rk
Timber: Rd = kmod ·
Steel: Rd =
M
M
Rk
Characteristic value of the resistance
e.g. moment resistance to yield stress
M
Partial factor for a material property
(in terms of material; M...material)
e.g. for steel or timber
Values from EN 12812
kmod
Modification factor (only for timber – to take
account of the moisture and the duration of load
action)
e.g. for Doka beam H20
Values as given in EN 1995-1-1 and EN 13377
The "permissible values" communicated in
Doka documents (e.g.: Qpermissible = 70 kN)
do not correspond to the design values
(e.g.: VRd = 105 kN)!
➤ Avoid any confusion between the two!
➤ Our documents will continue to state the permissible values.
Allowance has been made for the following partial factors:
F = 1.5
M, timber = 1.3
M, steel = 1.1
kmod = 0.9
In this way, all the design values needed in an
EC design calculation can be ascertained from
the permissible values.
Ed Rd
A Utilisation factor
999739002 - 01/2015
7
Introduction
Doka services
Support in every stage of the project
Doka offers a broad spectrum of services, all with a single aim: to help you succeed on the site.
Every project is unique. Nevertheless, there is one
thing that all construction projects have in common –
and that is a basic structure with five stages. We at
Doka know our clients' varying requirements. With our
consulting, planning and other services, we help you
achieve effective implementation of your formwork
assignment using our formwork products – in every one
of these stages.
1
Project Development Stage
2
Bidding Stage
3
Project Management Planning
Stage
Taking well-founded decisions
thanks to professional advice and
consulting
Optimising the preliminary work
with Doka as an experienced partner
Controlled, regular forming operations, for greater efficiency
resulting from realistically calculated
formwork concepts
Find precisely the right formwork
solutions, with the aid of
▪ help with the bid invitation
▪ in-depth analysis of the initial situation
▪ objective evaluation of the planning, execution, and time-risks
Draw up potentially winning bids, by
▪ basing them on realistically calculated guideline prices
▪ making the right formwork
choices
▪ having an optimum time-calculation basis
Plan cost-effectively right from the
outset, thanks to
▪ detailed offers
▪ determination of the commissioning quantities
▪ co-ordination of lead-times and
handover deadlines
8
999739002 - 01/2015
4
Concrete Construction Stage
Introduction
5
Project Close-out Stage
The advantages for you
thanks to professional advice and
consulting
▪ Cost savings and time gains
When we advise and support you
right from the word "go", we can
make sure that the right formwork
systems are chosen and then
used as planned. This lets you
achieve optimum utilisation of the
formwork equipment, and effective forming operations because
your workflows will be correct.
▪ Maximised workplace safety
The advice and support we can
give you in how to use the equipment correctly, and as planned,
leads to greater safety on the job.
▪ Transparency
Optimum resource utilisation
with assistance from the Doka
Formwork Experts
Seeing things through to a positive conclusion
with professional support
Workflow optimisation, thanks to
▪ thorough utilisation planning
▪ internationally experienced project technicians
▪ appropriate transport logistics
▪ on-site support
Doka Services are a byword for
transparency and efficiency here,
offering
▪ jointly handled return of rented
formwork
▪ professional dismantling
▪ efficient cleaning and reconditioning using special equipment
999739002 - 01/2015
Because our services and costs
are completely transparent, there
is no need for improvisation during the project – and no unpleasant surprises at the end of it.
▪ Reduced close-out costs
Our professional advice on the
selection, quality and correct use
of the equipment helps you avoid
damage, and minimise wear-andtear.
9
Introduction
Foreword
Doka supporting construction frames for safety with single-sided wall formwork
Where it is not possible to place a form-tie through the
formwork elements or panels to anchor them to the
opposing formwork, "Supporting construction frames"
enable the concrete forces to be safely transferred.
This situation occurs, for example:
▪ with stop-ends for foundation slabs
▪ with slurry walls and sheet-pile walls
▪ when forming retaining walls
▪ when casting against masonry walls
▪ when casting against insulating layers
▪ in underground-railway construction projects where
a subsequent concrete split-duct is cast against a
bored diaphragm wall
Supporting construction frames are also used for casting mass concrete, however:
▪ e.g. in power-station construction where wall thicknesses are so great that the elongation of the tie
rods that would take place means that it is no longer
technically or economically viable to place throughties.
▪ for supporting starter-block formwork used in dambuilding projects
10
Doka supplies 3 different types of supporting construction frame:
▪ Supporting construction
For formwork heights of up to 1.20 m
▪ Supporting construction frame Variabel
For formwork heights of up to max. 4.05 m
▪ Supporting construction frame Universal F
For formwork heights of up to max. 8.10 m
Each of these basically constitutes a separate modular "kit", which means that they can be very flexibly
adapted to the site situation.
Supporting construction frames can also be used for
custom solutions.
Examples:
▪ tunnel-building
▪ cantilever slabs on telecommunications towers
999739002 - 01/2015
The "Supporting construction" makes it possible to form
walls of up to 1.20 m in height (such as stop-ends for
foundation slabs) without using through-ties, and with
only a minimum of labour.
This does away with the need for time-consuming jobsite improvisations.
Product features:
▪ Suitable for timber-beam and framed formwork.
▪ Low weight, making them an ideal complement to
hand-set formwork.
▪ Loads are transferred into the ground by nails or
dowel-and-screw type fixing points in the sub-base
course – no need to prepare anchoring points.
9739-203-01
999739002 - 01/2015
11
Areas of use, possible configurations
Up to 1.20 m formwork height
Used with Wall formwork FF20
Used with Framed formwork Frami Xlife
Supporting construction (A) is fixed with 28x65 nails (E)
.
Supporting construction (A) is fixed with Frami wedge
clamp (B) .
E
B
9739-202-01
A
Used with Framax Xlife and/or Alu-Framax
Xlife framed formwork
A
Structural design
h
Supporting construction (A) is fixed with Framax clamping bolt 4-8cm (C) and Super plate 15.0 (D) .
9739-200-01
H
C D
V
9739-201-01
12
A
Pour-height h
[m]
0.30
0.45
0.60
0.75
0.90
1.05
1.20
9739-257-01
Influence width Vertical force Vk Horizontal force
e [m]
[kN]
Hk [kN]
3.00
0.00
3.40
3.00
0.20
7.60
1.80
1.00
8.10
1.15
1.80
8.10
0.80
2.60
8.10
0.60
3.40
8.10
0.45
4.10
8.10
The vertical and horizontal forces (Vk and Hk) must be transferred into
the ground by suitable means – e.g. 2 ground nails per supporting
construction, or dowel-and-screw type fixing points in the sub-base
course (no need to prepare anchoring points).
999739002 - 01/2015
The "Supporting construction frame Variabel" is an
easy, straightforward way of combining standard multipurpose walings with add-on components to make supporting construction frames for formwork of up to
approx. 4.0 m. in height.
Product features:
▪ Tensile forces are reliably transferred by means of
diagonal anchors.
▪ Adjusting for the different fresh-concrete pressures
required is easy and economical – simply increase or
decrease the spacing between the supporting construction frames, as appropriate.
9739-252-01
999739002 - 01/2015
13
Standard units
☞
Tightening torque of the couplers for the bracing tubes:
50 Nm
Distance between swivel coupler and screw-on coupler: max. 160 mm.
The examples illustrated here show the correct way to
brace the supporting construction frame units.
Important note:
The Supporting construction frames of each
unit must be braced with scaffold tubes:
▪ statically necessary (load-bearing capacity)
▪ needed during repositioning (stability)
Centre-to-centre1) a [m]
2 parallel SC-frames
Timber-beam formwork
Framed formwork
1.00 or 1.25
1.35 or 1.552)
Framed formwork
1.00
0.90 or 1.35
SC-frame type
A
frame Variabel
H
J
I
I
J
I
H
Q
P
J
I
I
I
a
H
9739-246-01
9739-247-01
a
a
SC-frame type
B
Vertically extended SCframe Variabel
H
J
H
J
H
H
I
I
I
J
Q
H
J
P
I
H
I
I
9739-248-01
a
1)
a
9739-249-01
a
is normally the same as the influence width
only when the following Framax Xlife panels are used:
- 2.70x2.70m
- 2.70x3.30m
- . , . . x2.70m - horizontally
(results in an influence width of 1.35 m in each case)
2)
14
999739002 - 01/2015
Items needed for 2 parallel SC frames
Valid for the following
centre-to-centre distances "a":
▪ 1.00 m
▪ 1.25 m
▪ 1.35 m
▪ 1.55 m
Valid for the following
centre-to-centre distances "a":
▪ 0.90 m
▪ 1.00 m
▪ 1.35 m
a
a
a
9739-246-01
1) Required length of the scaffold tubes for a centre-to-centre distance of 1.55 m:
stated length + 0.50 m
2) The table also shows how many Connecting
pins 10cm and Spring cotters 5mm are needed for
lifting the unit (see the section headed 'Resetting
by crane').
3) For dimensioning details, see the following sections:
- 'Combining with Doka timber-beam formwork'
- 'Combining with Doka framed formwork Framax
Xlife'
- 'Combining with Doka framed formwork Frami
Xlife'
- 'Anchoring solutions for the supporting construction frames'
Waling WU14 for supporting construction
(A)
frame
(B) Tension plate
(C) Supporting shoe
(D) Multi-purpose waling WS10 Top50 2.00m
(E) Connecting pin 10cm 2)
(F) Spring cotter 5mm 2)
(G) Spindle strut 12 3.00m
(H) Scaffold tube 48.3mm 1.50m 1)
(I) Scaffold tube 48.3mm 2.00m 1)
(K) Screw-on coupler 48mm 50
(L) Swivel coupler 48mm
(M) Multi-purpose waling WS10 Top50 1.00m
(N) Formwork element connector FF20/50 Z
(O) Spindle strut T7 305/355cm
Multi-purpose waling 2.00m used as anchor
(P)
waling 3)
Weight of the unit [kg] – rounded
9739-247-01
Required length of the scaffold tubes for a centre-to-centre distance of 1.35 m:
stated length + 0.50 m
2) The table also shows how many Connecting
pins 10cm and Spring cotters 5mm are needed for
lifting the unit (see the section headed 'Resetting
by crane').
- 'Combining with Doka timber-beam formwork'
- 'Combining with Doka framed formwork Framax
Xlife'
- 'Combining with Doka framed formwork Frami
Xlife'
- 'Anchoring solutions for the supporting construction frames'
4) Lengths of multi-purpose walings:
- centre-to-centre distance 0.90 m: 2.50m
Waling WU14 for supporting construction
(A)
frame
(B) Tension plate
(C) Supporting shoe
(D) Multi-purpose waling WS10 Top50 2.00m
(E) Connecting pin 10cm 2)
(F) Spring cotter 5mm 2)
(H) Scaffold tube 48.3mm 1.50m
(I) Scaffold tube 48.3mm 2.00m
(J) Scaffold tube 48.3mm 2.50m 1)
(K) Screw-on coupler 48mm 50
(L) Swivel coupler 48mm
(M) Multi-purpose waling WS10 Top50 1.00m
(N) Formwork element connector FF20/50 Z
(O) Spindle strut T7 305/355cm
Multi-purpose waling used as anchor waling
(Q) 3) 4)
1)
SC-frame type
A
9739-311-01
B
9739-312-01
2
2
2
2
2
10
10
2
3
2
7
3
----
2
2
2
18
18
2
5
2
5
9
2
2
2
1
1
450
600
999739002 - 01/2015
SC-frame type
A
9739-311-01
B
9739-312-01
3
3
3
3
3
14
14
3
-4
3
11
6
----
3
3
3
26
26
3
2
4
4
8
16
3
3
3
1
1
700
950
15
Connection details and anchor
positioning
Vertically extending the Supporting
construction frame
The loads from the diagonal anchors are transferred via
anchor walings (multipurpose walings).
For each SC-frame, an anchor is placed 15 cm either
side of the vertical axis of the SC-frame (i.e. 2 in all).
Exception: If the load-bearing capacity is sufficient for
1 anchor per SC-frame, the anchors on each unit must
be placed symmetrically.
The following components are used for vertically
extending a SC-frame:
▪ Multi-purpose waling WS10 Top50 1.00m
▪ Formwork element connector FF20/50 Z + Connecting pin 10cm
▪ Spindle strut T7 for additional shoring
▪ Supplementary bracing
A
M
H
K
L
N
E
H
G
O
K
C
D
K
X
a
E F
B
9739-331-01
L
a ... 247 cm
 ... 45°
▲ ... Inside line of wall
X
H20 timber-beam formwork – form-ply 21 and
27mm
Framed formwork in conjunction with 'Supportingconstruction distancer 20
cm'
9739-332-01
29.0 cm
(where anchor is angled at 45°)
Close-up: Fitting the Tension plate
B
9739-346-01
16
999739002 - 01/2015
999739002 - 01/2015
17
Example: Formwork height 3.00 m
Centre-to-centre distance "a" = 1.00 m
Influence width = 1.00 m
SC-frame type A
SC-frame type B
b
b
a
9739-347-01
a ... 1.00 m
b ... 2.00 m
a
a
9739-245-01
a ... 1.00 m
b ... 3.00 m
Fixing the formwork
9739-333-01
Top50 or FF20 formwork elements are clamped directly
onto the SC-frame using Waling-to-bracket holders.
The walings of the elements can be fixed anywhere
onto the "Waling WU14 for supporting construction
frame".
A Waling WU14 for supporting construction frame
T Waling-to-bracket holder 9-15cm
Number of Waling-to-bracket
holders
18
2 parallel SC
frames
3 parallel SC
frames
4
6
999739002 - 01/2015
Structural design
The values given in the table are only applicable to
forming situations where there is no kicker. In cases
with large kickers, the overall stability of the SC-frame
must be reviewed.
The loading data is per parallel frame where the anchor
is angled at 45°.
Fields containing no data (-----) are not permissible –
SC-frame would be overloaded!
Pour heights of up to 3.25 m
Influence width
Influence width
1.00 m
1.25 m
Pour height Anchor force Shoring force Deformation Anchor force Shoring force Deformation
H
Zk
Vk
at top
Zk
Vk
at top
[m]
[kN]
[kN]
[mm]
[kN]
[kN]
[mm]
SC-frame type
A
9739-306-01
40 kN/m2
V
2.50
2.75
3.00
3.25
96
110
124
139
34
45
56
69
2
3
3
4
120
138
156
173
43
56
70
86
2
3
4
5
50 kN/m2
Z
Permitted pressure
of fresh concrete
H
frame Variabel
2.50
2.75
3.00
3.25
106
124
141
159
36
47
60
75
2
3
4
5
133
155
177
199
45
59
75
94
2
3
5
6
Pour heights from 3.25 m to 4.00 m
Influence width
Influence width
1.00 m
1.25 m
Pour height Anchor force Shoring force Deformation Anchor force Shoring force Deformation
H
Zk
Vk
at top
Zk
Vk
at top
[m]
[kN]
[kN]
[mm]
[kN]
[kN]
[mm]
SC-frame type
B
9739-307-01
40 kN/m2
V
3.25
3.50
3.75
4.00
139
153
167
181
69
83
99
116
2
2
3
5
173
191
-------
86
104
-------
2
3
-------
50 kN/m2
Z
Permitted pressure
of fresh concrete
H
Vertically extended SCframe Variabel
3.25
3.50
3.75
4.00
159
177
194
212
75
91
110
130
2
3
4
5
199
----------
94
----------
2
----------
999739002 - 01/2015
19
SC-frame type A
SC-frame type B
b
c
c
d
d
b
a
9739-250-01
a ... 1.35 m
b ... 2.70 m
c ... 2.70 m
d ...0.30 m
a
a
9739-251-01
Fixing the formwork
The 'Supporting-construction distancer 20 cm' is
fastened in the form-tie sleeve of the formwork panel
using the 'Supporting construction frame bolt 27cm'
supplied.
Number of SC-distancers 20cm
required
Framed
panel
9739-330-01
View:
a ... 0.90 m
b ... 3 x 0.90 m = 2.70 m
c ... 2.70 m
d ...1.35 m
9739-253-01
2.70m
3.30m
A SC-distancer 20cm
The SC-distancers 20cm are positioned following the
same rules as for form-ties on double-sided wall formwork (see User Information booklet "Doka framed formwork Framax Xlife" or "Alu-Framax Xlife").
2.40x2.70m
1)
20
Formwork
height [m]
2.70
3.00
3.15
3.30
3.60
4.05 1)
3.30
3.60
2.40
2.70
2.85
3.00
3.30
SC-distancer N° of parallel SC-frame
20cm
SC-frames
type
4
2
4
2
6
2
6
2
9
3
9
3
6
2
9
3
4
2
4
2
6
2
6
2
6
2
A
B
B
A
B
... stacked vertically
999739002 - 01/2015
Structural design
must be reviewed.
is angled at 45°.
SC-frame type
A
Influence width
1.35 m
Anchor force Shoring force Deformation
Vk
at top
Zk
[kN]
[kN]
[mm]
Permitted pressure of
fresh concrete
Pour height
H
[m]
40 kN/m2
2.70
3.00
145
168
57
76
3
4
50 kN/m2
2.70
3.00
162
191
60
81
3
5
H
frame Variabel
Z
V
9739-306-01
SC-frame type
B
Influence width
1.35 m
Zk
Vk
at top
[kN]
[kN]
[mm]
fresh concrete
Pour height
H
[m]
40 kN/m2
3.15
3.30
179
191
86
97
2
2
50 kN/m2
3.15
3.30
205
220
93
105
2
3
H
Vertically extended SC-frame
Variabel
Z
V
9739-307-01
SC-frame type
fresh concrete
B
Pour height
H
[m]
Influence width
0.90 m
Vk
at top
Zk
[kN]
[kN]
[mm]
Vertically extended SC-frame
Variabel
3.60
3.75
3.90
4.05
143
150
158
165
81
89
98
108
2
3
4
4
50
kN/m2
3.60
3.75
3.90
4.05
165
175
185
194
89
99
109
120
3
3
4
5
H
40
kN/m2
Z
V
9739-307-01
999739002 - 01/2015
21
Other possibilities
Tie-rod positions
As well as the Doka-preferred solution using SC-distancers, there are also the following possible ways of
fixing the panels.
Your regional Doka Branch will be pleased to advise
you on the exact planning and dimensioning.
Length of the Multi-purpose walings WS10
Top50:
▪ on upright panels: 2.00 m
▪ on horizontal panels: 2.50 m
e
9739-336-01
Number of multipurpose walings:
On upright 2.70m panels
On horizontal panels up to 1.35m
e ... 19.0 cm
 ... 45°
Variant
1
2
2
3
3
4
1
-1
1
Fixing the panel
in Variant 1
in Variant 2
9739-340-01
a
9739-339-01
b
Variant 1 (multipurpose walings at the tying levels)
Near the Formwork element conMultipurpose waling fixed to horinector FF20/50 Z on vertically
zontally stacked panels
stacked configurations
c
9739-342-01
9739-345-01
a
b
9739-341-01
Variant 2 (multipurpose walings at the waling-profile levels)
c
9739-344-01
The examples shown are for a formwork height of 3.30 m.
View shown without bracing.
a ... 2.70 m
b ... 0.60 m (max. 1.35 m)
c ... 18.0 cm
22
A Waling WU14 for supporting construction frame
B Multi-purpose waling WS10 Top50
C Framax SC-frame bolt 36cm (to mount, use Tie rod wrench
15.0/20.0)
D Super plate 15.0
E Waling-to-bracket holder 9-15cm
F Framax wedge clamp
G Form-tie sleeve of the framed panel
H Integral waling profile of the framed panel
I Framax universal fixing bolt 10-25cm
J Framax universal fixing bolt 10-16cm
K She-bolt 15.0
L Pigtail anchor 15.0
999739002 - 01/2015
Combining with Doka framed formwork Frami Xlife
Connection details
Anchoring in the base slab
A
X
98030-235-01
B
98030-319-03
 ... max. 45°
X ... 16.0 cm
A She-bolt
B Pigtail anchor
Shown here on Frami Xlife panels 2.70m.
Fixing the panel
Permitted pressure of the fresh concrete: 40 kN/m2
Basic rules:
1. Position of the supporting construction frames:
- for pour heights of up to 3.00 m:
spaced max. 1.35 m apart
- for pour heights of up to 3.60 m:
over every panel joint (spaced max. 0.90 m
apart)
2. Minimum length of the Multi-purpose walings
WS10 Top50:
- width of the supporting construction frame unit
+ 2 x 28 cm (excess width on either side)
3. Number of Multi-purpose walings WS10 Top50:
- 3, for pour heights of up to 3.00 m
- 4, for pour heights of up to 3.60 m
4. Position of the Multi-purpose walings WS10
Top50:
- See the examples illustrated
999739002 - 01/2015
C
H
F
G
D
E
98030-325-01
C
D
E
F
G
H
Frami Xlife panel
Multi-purpose waling WS10 Top50
"Variabel" supporting construction frame
Frami universal fixing bolt 5-12cm
Super plate 15.0
Waling-to-bracket holder
23
with Xlife panel 2.70m
F G
D
H
H
D
a
b
H
c
E
f
e
f
98030-322-01
Formwork height H [cm]
270
300
Position of multipurpose walings [cm]
a
b
c
30
90
90
30
120
90
Position of the supporting construction frames [cm]
emax
f
135
22.5
D Multi-purpose waling WS10 Top50
E "Variabel" supporting construction frame
F Frami universal fixing bolt 5-12cm
G Super plate 15.0
H Waling-to-bracket holder
F G
I
H
H
D
d
D
a
b
c
H
E
e
98030-359-01
315 and 330
345 and 360
1)
a
b
c
d
30
90
90
82.5
30
90
120
52.5
emax
90 1)
Over every panel joint (spaced max. 90 cm apart)
D
E
F
G
H
I
24
Super plate 15.0
Vertical extension of supporting construction frame
999739002 - 01/2015
with Xlife panel 3.00m
F G
D
D
H
E
a
b
H
c
H
f
e
f
98030-326-01
300
a
b
c
30
120
90
emax
f
135
22.5
G Super plate 15.0
F G
D
D
H
E
a
b
H
c
H
e
98030-328-01
330
1)
a
b
c
30
90
120
emax
90 1)
D
E
F
G
H
Super plate 15.0
999739002 - 01/2015
25
H
H
D
I
d
F G
D
a
b
H
c
E
e
98030-330-01
345 and 360
1)
a
b
c
d
30
120
120
52.5
emax
90 1)
G Super plate 15.0
I Vertical extension of supporting construction frame
26
999739002 - 01/2015
Assembly instructions
Mounting the "Supporting construction frame Variabel"
➤ Lift the pre-assembled formwork element into the
upright, and use panel struts to safely stabilise it in
the upright position.
➤ "Mount" the components of the SC-frame onto the
upright formwork, spaced at the appropriate centreto-centre distance.
➤ Brace the SC-frame with scaffolding tubes.
9739-244-01
A Formwork element
B Panel strut
➤ Remove the panel struts.
➤ Crane-lift the entire unit to the usage location (see
'Resetting by crane').
For more exact plumbing and aligning of the
formwork, secure the horizontal multipurpose
walings against accidental lift-out:
▪ with Rock anchor spreader unit 15.0, Tie rod
15.0 and Super plate 15.0
9739-353-01
▪ or with a ballast
Tools needed for assembly:
For
Bracing-tube couplers
Supporting construction distancer 20cm
Width-across
[mm]
22
30 / 24
Holding the SC-frame
bolt
999739002 - 01/2015
Tool
Fork spanner 22/24
▪ Fork spanner 30/32
▪ Reversible ratchet 1/2"
with Box nut 24 1/2"
or
Fork spanner 30/32
Tie rod wrench 15.0/20.0
27
Pouring platforms
Important note:
Because of the great flexibility with which SCframe units can be set up and combined with
different formwork systems and heights, consideration should be given at the planning stage
to which platform configuration is most suitable
for the intended application (collision test, maximum drops etc.).
Also consider the situation applying during lifting of the SC-frame units, particularly when the
platforms are above the crane hoisting points.
Observe all applicable safety regulations.
Formwork-dependent platforms
The pouring platforms and brackets belonging to the
formwork system in use can continue to be used. As
with normal wall formwork, these are mounted directly
onto the formwork.
Follow the directions in the relevant User Information booklet!
Example: Framax pouring platform U 1.25/2.70m
9739-348-01
☞
28
999739002 - 01/2015
Non-formwork dependent platforms
Using scaffolding tubes
Screw-on access bracket MF75
A
9739-360-01
Features:
▪ a universal working bracket
▪ platform width = 75 cm
▪ is fastened to the "Waling WU14 for SC-frame" of the
"Supporting construction frame Variabel" using the
Swivel plate MF
▪ is independent of which type of formwork system is
being used
9739-360-02
B
Tools: Fork spanner 22 for mounting the
couplers and scaffolding tubes.
A Scaffold tube 48.3mm
B Screw-on coupler 48mm 95
9739-255-01
Close-up of screwed
joint
9739-343-01
9739-350-01
A
B
A Screw-on access bracket MF75
B Swivel plate MF
Permitted live load: 1.5 kN/m2 (150 kg/m2)
Load Class 2 to EN 12811-1:2003
Max. influence width: 2.00 m
Deck-boards and guard-rail boards: Per 1 metre
length of platform, 0.75 m2 of deck-boards and 0.6 m2
of guard-rail boards are needed (site-provided).
Board thicknesses for support centres of up to 2.50 m:
▪ Deck-boards min. 20x5 cm
▪ Guard-rail boards min. 20x3 cm, otherwise detailed
dimensioning to EN 12811.
Note:
The plank and board thicknesses given here comply
with the C24 category of EN 338.
Observe all national regulations applying to deckboards and guard-rail boards.
Fastening the deck-boards: Use 4 square bolts
M 10x70 and 1 square bolt M 10x120 per bracket (not
included in scope of supply).
Fastening the guard-rail boards: Use nails
999739002 - 01/2015
29
Resetting by crane
Attach the crane sling directly to the "Waling for
supporting construction frame":
➤ Bolt in place with a Connecting pin 10cm
➤ Secure the pin with a Spring cotter 5mm
9739-364-01
9715-268-01
9766-263-01
WARNING
➤ Any crane slinging points on the formwork
element or panel must not be used for lifting
the unit (SC-frame + formwork) in one piece.
9739-338-01
➤ nail e.g. a board on in such a way that the crane suspension tackle cannot be hung into place in the lifting-bracket.
9766-306-01
A
B
C
D
Crane sling
Waling for supporting construction frame
Connecting pin 10cm
Spring cotter 5mm
Max. load:
1000 kg per crane-hoisting point
☞▪
Important note:
When lifting and resetting SC-frames, do not
attach the crane to the formwork element
or to other components such as multipurpose walings.
▪ Permitted lift-in-one unit:
Supporting construction frame unit with max.
3 parallel SC frames
▪ Only lift/reposition units that have been
correctly braced.
▪ Before repositioning, check that the formwork element/panel is correctly fixed onto
the Supporting construction frame (Walingto-bracket holder, Supporting construction
distancer 20cm, Framax supporting construct. frame bolt 36cm).
▪ Before repositioning, check that the Adjusting spindles are in the correct position (to
transfer the load from the weight of the formwork).
▪ Lifting the SC-frames with the formwork
attached is only permitted at near-ground
level.
▪ Make sure that the crane suspension
tackle is sufficiently long (oblique pull).
▪ Never use the crane to break concrete
cohesion!
WARNING
➤ In all phases of the work, ensure sufficient
stability when setting down the SC-frameunits! (Where necessary, provide ballast,
back-stays or extra shoring).
30
999739002 - 01/2015
For pour-heights of up to max. 8.1 m
Product features:
▪ Modular vertical stacking facility.
Optimum adaptability to the required pour-height,
from 3.00 m up to max. 8.10 m, by combining:
- Supporting construction frame Universal F
4.50m
- Attachable frame F 1.50m
- Attachable frame F 2.00m
▪ Tensile forces are reliably transferred by means of
diagonal anchors.
▪ Adapts to uneven ground by means of spindles with
articulated footplates.
▪ Vertical stacking is easy and fast. The "Attachable
frames" come with stacking plates pre-mounted.
▪ Integral lifting-brackets enable the frames to be lifted
in their respective centre-of-gravity positions.
▪ Ready-mounted couplers for connecting the bracing
(scaffolding tubes).
▪ Easy-to-mount attachable rollers mean that the
frames can be repositioned without a crane.
▪ Integral spacers prevent stacked frames from sliding
off one another during storage and transit.
▪ Adjusting for the different fresh-concrete pressures
required is easy and economical – simply increase or
decrease the spacing between the supporting construction frames, as appropriate.
9739-239-01
999739002 - 01/2015
31
Standard units
☞
Important note:
The Supporting construction frames of each
unit must be braced with scaffold tubes:
▪ statically necessary (load-bearing capacity)
▪ needed during repositioning (stability)
The Supporting construction frames Universal F come
with screw-on couplers already pre-mounted.
Tightening torque of the couplers for the bracing tubes:
50 Nm
Distance between swivel coupler and screw-on coupler: max. 160 mm.
The examples illustrated here show the correct way to
brace the supporting construction frame units.
Centre-to-centre1) a [m]
Framed formwork
1.00 or 1.25
1.35 or 1.552)
Framed formwork
1.00
0.90 or 1.35
SC-frame type
A
frame Universal F 4.50m
a
a
a
SC-frame type
B
Vertical stacking with
Attachable frame F 1.50m
SC-frame type
C
Vertical stacking with
9739-234-01
1)
9739-235-01
is normally the same as the influence width
2) only when the following Framax Xlife panels are used:
- 2.70x2.70m
- 2.70x3.30m
- . , . . x2.70m - horizontally
(results in an influence width of 1.35 m in each case)
32
999739002 - 01/2015
Valid for the following centre-to-centre distances "a":
▪ 1.00 m
▪ 1.25 m
▪ 1.35 m
▪ 1.55 m
SC-frame type
Stated length + 0.50 m
- "Combining with Doka timber-beam formwork"
- "Combining with Doka framed formwork"
- "Anchoring solutions for the supporting construction frames"
1)
A
9739-313-01
(A)
(B)
(C)
(D)
(E)
(F)
(G)
(H)
(I)
(K)
(L)
Supporting construction frame Universal F 4.50m
Scaffold tube 48.3mm 1.50m 1)
Swivel coupler 48mm
Anchor waling 1.95m 2)
Anchor waling positioner
Super plate 15.0
2
--4
1
2
-5
1
2
2
750
B
9739-314-01
2
2
-6
1
4
-8
1
2
2
1250
C
9739-315-01
2
2
2
8
3
4
1
12
1
2
2
2200
Valid for the following centre-to-centre distances "a":
▪ 0.90 m
▪ 1.00 m
▪ 1.35 m
SC-frame type
Stated length + 0.50 m
- "Combining with Doka timber-beam formwork"
- "Combining with Doka framed formwork"
- "Anchoring solutions for the supporting construction frames"
3) On repositionable units with centre-to-centre distances of 0.90 m
or 1.35 m:
Here it is also possible to use 3 Anchor walings 0.70m instead of 1
Anchor waling 2.95m.
1)
A
9739-313-01
(A)
(B)
(C)
(E)
(F)
(G)
(H)
(J)
(K)
(L)
Supporting construction frame Universal F 4.50m
Swivel coupler 48mm
Anchor waling 2.95m 2)3)
Super plate 15.0
999739002 - 01/2015
3
--6
4
-10
1
3
3
1150
B
9739-314-01
3
3
-6
10
-16
1
3
3
1900
C
9739-315-01
3
3
3
10
12
2
24
1
3
3
3350
33
Fixing the anchor waling
Anchor positioning
Together with the Super plate 15.0, the Anchor waling
positioner secures the Anchor waling so that it cannot
tilt or slip out of position.
The loads from the diagonal anchors are transferred via
anchor walings.
For each SC-frame, an anchor is placed 15 cm either
side of the vertical axis of the SC-frame (i.e. 2 in all).
For more details on different anchoring variants, see
"Anchoring solutions for the supporting construction
frames".
Exception: If the load-bearing capacity is sufficient for
1 anchor per SC-frame, the anchors on each unit must
be placed symmetrically.
e e
9739-327-01
h
9739-294-01
9739-326-01
X
e ... 15.0 cm
 ... 45°
M She-bolt
N Pigtail anchor
X
H20 timber-beam formwork – form-ply 21 and
27mm
Framed formwork in conjunction with 'Supportingconstruction distancer 20
cm'
34
29.0 cm
(where anchor is angled at 45° and
where h = 18.0 cm)
999739002 - 01/2015
999739002 - 01/2015
35
SC-frame type A
SC-frame type C
b
b
a
9739-224-01
a ... 1.00 m
b ... 2.00 m
Fixing the formwork
Top50 or FF20 formwork elements are clamped directly
onto the SC-frame using Waling-to-bracket holders.
The SC-frames are designed so that the walings of the
elements can be fixed anywhere onto the frame.
The Adjusting spindle fixes the formwork elements at
the desired height (to transfer the load from the weight
of the formwork) and also permits fine adjustment.
A
a
9739-295-01
C
a
9739-222-01
B
a ... 1.00 m
b ... 3.00 m
A Waling-to-bracket holder 9-15cm
B Adjusting spindle
C Timber wedges in the multi-purpose walings (near the Adjusting
spindles – for ensuring better load transfer)
Number of Waling-to-bracket holders:
2 parallel SC
frames
4
6
8
Formwork height
Up to 4.50 m
Up to 6.00 m
Up to 8.00 m
3 parallel SC
frames
6
9
12
N° of Adjusting spindles:
2
36
3
999739002 - 01/2015
Structural design
must be reviewed.
is angled at 45°.
Influence width
1.00 m
Pour height Anchor force Spindle force Deformation
H
Zk
Vk
at top
[m]
[kN]
[kN]
[mm]
SC-frame type
A
Influence width
1.25 m
Anchor force Spindle force Deformation
Zk
Vk
at top
[kN]
[kN]
[mm]
V
9739-308-01
40 kN/m2
Z
3.00
3.50
4.00
4.50
124
153
181
209
55
81
113
150
1
2
3
10
156
191
226
262
68
101
141
188
2
2
4
12
50 kN/m2
H
Permitted pressure
of fresh concrete
SC-frame Universal
F 4.50m
3.00
3.50
4.00
4.50
141
177
212
247
59
89
126
170
1
2
4
10
177
221
265
309
73
111
158
213
2
2
4
12
Influence width
1.00 m
H
Zk
Vk
at top
[m]
[kN]
[kN]
[mm]
SC-frame type
B
Influence width
1.25 m
Zk
Vk
at top
[kN]
[kN]
[mm]
9739-309-01
40 kN/m2
V
Z
4.50
5.00
5.50
6.00
209
238
266
294
105
135
168
206
3
5
9
16
262
297
332
368
131
168
210
257
3
7
11
20
50 kN/m2
H
Permitted pressure
of fresh concrete
SC-frame Universal
F 4.50m +
4.50
5.00
5.50
6.00
247
283
318
354
119
154
194
239
3
5
9
17
309
354
398
-----
148
193
243
-----
4
7
12
-----
Influence width
1.00 m
H
Zk
Vk
at top
[m]
[kN]
[kN]
[mm]
SC-frame type
C
Influence width
1.25 m
Zk
Vk
at top
[kN]
[kN]
[mm]
9739-310-01
40 kN/m2
Z
6.00
6.50
7.00
7.50
8.00
294
322
351
379
407
145
174
206
241
278
5
6
7
9
15
368
403
438
474
-----
182
218
258
301
-----
6
7
9
12
-----
50 kN/m2
V
Permitted pressure
of fresh concrete
H
SC-frame Universal
F 4.50m +
Attachable frame F 1.50m +
6.00
6.50
7.00
7.50
8.00
354
389
424
460
495
169
204
242
284
329
6
7
8
10
16
442
486
-------------
211
255
-------------
7
8
-------------
999739002 - 01/2015
37
SC-frame type A
SC-frame type C
b
c
d
e
b
a
9739-236-01
a ... 1.35 m
b ... 2.70 m
c ... 3.30 m
d ... 0.90 m
e ... 0.30 m
a
a
9739-220-01
a ... 0.90 m
b ... 3 x 0.90 m = 2.70 m
38
999739002 - 01/2015
Structural design
must be reviewed.
is angled at 45°.
Influence width
0.90 m
H
Zk
Vk
at top
[m]
[kN]
[kN]
[mm]
SC-frame type
A
Influence width
1.35 m
Zk
Vk
at top
[kN]
[kN]
[mm]
V
9739-308-01
40 kN/m2
Z
3.15
3.60
4.05
4.50
120
143
165
188
56
78
105
135
1
2
3
9
179
214
248
283
84
118
157
203
2
3
5
13
50 kN/m2
H
Permitted pressure
of fresh concrete
SC-frame Universal
F 4.50m
3.15
3.60
4.05
4.50
137
165
194
223
60
86
117
153
1
2
3
9
205
248
291
334
90
129
176
230
2
3
5
13
Influence width
0.90 m
H
Zk
Vk
at top
[m]
[kN]
[kN]
[mm]
SC-frame type
B
Influence width
1.35 m
Zk
Vk
at top
[kN]
[kN]
[mm]
9739-309-01
40 kN/m2
V
Z
4.65
5.10
5.55
6.00
196
219
242
265
102
127
155
185
3
5
9
15
294
328
363
397
153
191
232
278
4
8
13
22
50 kN/m2
H
Permitted pressure
of fresh concrete
SC-frame Universal
F 4.50m +
4.65
5.10
5.55
6.00
232
261
290
318
116
146
179
215
3
6
9
15
348
391
434
-----
174
218
268
-----
5
8
13
-----
SC-frame type
Pour-height
H
[m]
C
Influence width
0.90 m
Zk
Vk
at top
[kN]
[kN]
[mm]
Influence width
1.35 m
Zk
Vk
at top
[kN]
[kN]
[mm]
9739-216-01
40
kN/m2
50
kN/m2
V
Z
Permitted pressure of fresh concrete
H
SC-frame Universal
F 4.50m +
Attachable frame F 1.50m +
999739002 - 01/2015
6.00
6.45
6.90
7.20
7.65
8.10
265
288
311
326
349
372
131
154
180
198
226
257
4
5
6
7
9
15
397
431
466
489
---------
196
231
269
296
---------
7
8
9
11
---------
6.00
6.45
6.90
7.20
7.65
8.10
318
347
375
395
423
452
152
180
211
233
267
304
5
6
7
8
10
17
477
---------------------
228
---------------------
8
---------------------
39
Fixing the formwork
The 'Supporting-construction distancer 20 cm' is
fastened in the form-tie sleeve of the formwork panel
using the 'Supporting construction frame bolt 27cm'
supplied.
During assembly, the SC-frame bolt can be
secured with a Sealing sleeve 15.0 5cm so that
it cannot drop out.
Supporting the top framed formwork
panel
The Framax/SC-frame connector is a lengtheningpiece for the supporting construction frame, which enables the top framed panel to be given proper support.
The SC-distancer 20cm is bolted to the Framax/SCframe connector using a hexagon screw M16x60
(included with product).
The SC-distancers 20cm are positioned following the
same rules as for form-ties on double-sided wall formwork (see User Information booklet "Doka framed formwork Framax Xlife" or "Alu-Framax Xlife").
to the Supporting construction frame
Universal F 4.50m
and the Attachable frame F 1.50m
9739-330-01
9739-241-01
View:
A SC-distancer 20cm
9739-242-01
B Framax/SC-frame connector
A SC-distancer 20cm
to the Attachable frame F 2.00m
9739-359-01
9739-359-02
View:
A
B
A
B
A Supporting construction distancer 20cm
B Clamp for Supporting construction distancer 20cm
40
999739002 - 01/2015
Framax/SC-frame connector
Number of parallel SC frames
6
8
6
8
10
8
10
10
12
14
21
21
18
6
8
8
8
10
10
10
12
18
21
6
8
8
10
8
10
12
14
12
-------4
4
4
6
6
6
------4
4
6
6
------4
4
4
---2
--2
---3
3
3
--2
--2
--3
3
--2
--2
----
2
2
2
2
2
2
2
2
2
2
3
3
3
2
2
2
2
2
2
2
2
3
3
2
2
2
2
2
2
2
2
2
SC-frame type
Clamp for Supporting construction distancer 20cm
3.15 / 3.30 / 3.60
4.05 2)
4.05 1)
4.35
4.65 / 4.95
5.40 / 5.70
2.70 m
6.00
6.30
6.60 / 6.75 / 7.05
7.20
7.35 / 7.65
7.95
8.10
3.30 / 3.60 / 3.75
3.90
4.20 /4.50
4.65 / 4.95
5.10 / 5.25
3.30 m
5.55 / 6.00
6.60 / 6.90
7.05
7.50
7.95 1)
3.30
3.60
3.75 /4.05
4.35
2.40x2.70m 4.80 / 5.10
5.25 / 5.40 / 5.70 / 6.00
6.15 / 6.45
6.60 / 6.75 / 7.05
7.20 3)
Formwork height [m]
Size of panel
Number of SC-distancers 20cm
required
A
B
C
A
B
C
A
B
C
... stacked vertically
... stacked horizontally
3) ... permitted fresh-concrete pressure: 40 kN/m2
1)
2)
999739002 - 01/2015
41
Other possibilities
As well as the Doka-preferred solution using SC-distancers, there are also the following possible ways of
fixing the panels.
Your regional Doka Branch will be pleased to advise
you on the exact planning and dimensioning.
b
Variant 1 (multipurpose walings at the tying levels)
c
9739-304-01
b
Variant 2 (multipurpose walings at the waling-profile levels)
a
1. Up to a formwork height of 4.50 m:
Supporting construct. frame Universal F 4.50m
Up to a formwork height of 6.00 m:
+ Attachable frame F 1.50m
Up to a formwork height of 8.10 m:
2. If the max. formwork height is required (4.50 m,
6.00 m or 8.10 m), the top panels must be
upright 1.35m panels.
3. On each parallel SC-frame, an adjusting spindle
must be attached under a multi-purpose waling.
4. Lengths of the Multi-purpose walings WS10
Top50:
- on upright panels: 2.00 m
- on horizontal panels: 2.50 m
a
Basic rules:
Number of multipurpose walings:
On horizontal panels up to 0.90m
On horizontal 1.35m panels
42
Variant
1
2
2
3
3
4
1
2
1
1
2
2
c
9739-303-01
The examples shown are for a formwork height of 4.05 m.
a ... 2.70 m
b ... 1.35 m
c ... 18.0 cm
999739002 - 01/2015
h
Tie-rod positions
X
9739-305-01
X ... 19.0 cm (where anchor is angled at 45° and where h = 18.0 cm)
 ... 45°
Fixing the panel
L
9739-322-01
in Variant 2
9739-321-01
in Variant 1
L
Multipurpose waling fixed to horizontally stacked panels
9739-342-01
I
A Supporting construction frame Universal F
B Multi-purpose waling WS10 Top50
C Framax SC-frame bolt 36cm (to mount, use Tie rod wrench
15.0/20.0)
D Super plate 15.0
E Waling-to-bracket holder 9-15cm
F Framax wedge clamp
G Form-tie sleeve of the framed panel
H Integral waling profile of the framed panel
I Framax universal fixing bolt 10-16cm
J She-bolt 15.0
K Pigtail anchor 15.0
L Adjusting spindle
999739002 - 01/2015
43
Variant 3 (horizontally-placed panels – directly onto
the SC-frame)
b
c
Fixing the panel
When placed horizontally, framed panels can be
clamped directly onto the SC-frame. They are attached
using Framax SC-frame bolts 36 cm, which are
inserted through the form-tie holes in the panels.
a
a
a
Note:
Due to the wide gap between the SC-frame profiles, an
Anchor plate 15/20 with Wing nut 15.0 must be used for
fixing the formwork.
d
9739-317-01
a ... 1.35 m
b ... 0.30 m (vertical stacking above the Framax/SC-frame connector:
max. with 0.30m panel)
c ... 2.70 m
d ... 1.55 m
9739-319-01
Framax/SC-frame connector:
▪ extends the length of the SC-frame sufficiently to
enable the top form-tie holes of the panels to be
used for fixing
▪ is used instead of the front spindle and makes it
possible to use the bottom form-tie holes of the
panel for fixing
Tie-rod positions
h
9739-320-01
X
9739-318-01
X ... 17.0 cm (where anchor is angled at 45° and where h = 10.0 cm)
 ... 45°
44
A Framax/SC-frame connector
B Framax SC-frame bolt 36cm (to mount, use Tie rod wrench
15.0/20.0)
C Super plate 15.0
D Anchor plate 15/20
E Wing nut 15.0
F Framax pressure plate 6/15
G Hexagon nut 15.0
H She-bolt
I Pigtail anchor
999739002 - 01/2015
999739002 - 01/2015
45
Inside corner configurations
General remarks
Example with Wall formwork FF20
Wherever possible, inside corners should be
avoided on single-sided formwork. Plan to have the
construction joint in the corner instead (to avoid
time-consuming planning and modification work).
If corners still need to be constructed in a single pour,
two standard components are available for this:
▪ Corner plate for SC frame
▪ Anchor waling 0.70m
Max. pour height: 4.10 m
Permitted fresh-concrete pressure: 50 kN/m2
Up to a formwork height of 2.75 m, only 1 Supporting
construction frame Universal F 4.50m is needed in the
corner zone.
Regardless of the real influences, allow for the following larger influences:
SC-frame at the corner plate
At the outside SC-frames
Influence per SC-frame /
pair of anchors
2.4 m
0.6 m
E
9739-238-01
E
Form-ply thickness
21mm
27mm
46
Corner zone – Dimension E
255.0 cm
255.6 cm
999739002 - 01/2015
Close-up of Corner plate for SC frame
Location of anchoring points
Plan view
a
b
c
X
b
d
d
d
9739-238-02
d
a
c
9739-296-01
X
View
Items needed for corner zone E
(A) Corner plate for SC frame
(B) Anchor waling 0.70m
Supporting construction frame Universal
(C)
F 4.50m
(D) Waling-to-bracket holder 9-15cm
(E) Scaffold tube 48.3mm 1.00m
(F) Swivel coupler 48mm
(G) Connecting pin 10cm
(H) Spring cotter 5mm
(I) Formwork element FF20 2.00x3.75m
(J) Stacking element FF20 2.00x0.50m
(K) Inside corner FF20 2.75m
(L) Inside corner FF20 1.00m
(M) Fastening bolt FF20
(N) Star grip nut 15.0 G
(O) Formwork element connector FF20/50 Z
(P) Formwork element FF20 2.00x2.75m
Total weight (rounded) in kg
2
3
3
3
3
4
4
5
4
20
12
--1
---2
2
2100
6
5
4
30
18
2
2
1
2
12
12
3
-3030
h
Formwork height
2.75 m 4.25 m 1)
9739-243-01
X
The dimensions given here apply to H20 timber-beam formwork with
a 21 mm or 27 mm thick form-ply where:
- h = 18.0 cm
- the anchor inclination = 45°
a ... 236.0 cm
b ... 88.0 cm
c ... 49.0 cm
d ... 15.0 cm
X ... 29.0 cm
The table also takes account of the components needed to connect
to the adjacent element on one side.
1)
Observe maximum pour-height of 4.10 m!
999739002 - 01/2015
47
Example with framed formwork
Framax Xlife
Max. formwork height: 4.05 m
Permitted pressure of fresh concrete: 50 kN/m2
Up to a formwork height of 2.70 m, only 1 Supporting
construction frame Universal F 4.50m is needed in the
corner zone.
Regardless of the real influences, allow for the following larger influences:
SC-frame at the corner plate
At the outside SC-frames
Influence per SC-frame /
pair of anchors
2.1 m
1.5 m
E
E
9739-237-01
E ... 3.00 m
48
999739002 - 01/2015
Close-up of Corner plate for SC frame
Location of anchoring points
Plan view
a
b
c
X
b
d
d
d
a
c
d
9739-237-02
Items needed for corner zone 3.00 x 3.00 m
(A) Corner plate for SC frame
(B) Anchor waling 0.70m
Supporting construction frame Universal
(C)
F 4.50m
(D) Waling-to-bracket holder 9-15cm
(E) Framax Xlife panel 1.35x2.70m
(F) Framax Xlife inside corner 2.70m
(G) Framax Xlife inside corner 1.35m
(H) Facade waling WS10 2.50m
(I) Connecting pin 10cm
(J) Spring cotter 5mm
(K) Framax universal fixing bolt 10-16cm
(L) Super plate 15.0
(M) Framax multi-function clamp
(N) Scaffold tube 48.3mm 1.00m
(O) Swivel coupler 48mm
Total weight (rounded) in kg
3
3
5
3
3
4
4
4
1
-6
12
12
12
12
10
5
4
2440
6
6
1
1
10
20
20
20
20
24
5
4
3560
The table also takes account of the components needed to connect
to the adjacent element on one side.
999739002 - 01/2015
X
View
h
Formwork height
2.70 m
4.05 m
9739-296-01
X
9739-305-01
The dimensions given here apply to framed formwork Framax Xlife
and Alu-Framax Xlife where:
- h = 18.0 cm
- the anchor inclination = 45°
a ... 226.0 cm
b ... 78.0 cm
c ... 39.0 cm
d ... 15.0 cm
X ... 19.0 cm
49
Pouring platforms
Important note:
Because of the great flexibility with which SCframe units can be set up and combined with
different formwork systems and heights, consideration should be given at the planning stage
to which platform configuration is most suitable
for the intended application (collision test, maximum drops etc.).
Also consider the situation applying during lifting of the SC-frame units, particularly when the
platforms are above the crane hoisting points.
Observe all applicable safety regulations.
Formwork-dependent platforms
The pouring platforms and brackets belonging to the
formwork system in use can continue to be used. As
with normal wall formwork, these are mounted directly
onto the formwork.
Follow the directions in the relevant User Information booklet!
Example: Framax pouring platform U 1.25/2.70m
9739-349-01
☞
50
999739002 - 01/2015
Non-formwork dependent platforms
Features:
▪ a universal working bracket
▪ platform width = 75 cm
▪ is fastened directly to the vertical profile of the Supporting construction frame Universal F
▪ is independent of which type of formwork system is
being used
9739-229-01
9739-351-01
Close-up of screwed
joint
Permitted live load: 1.5 kN/m2 (150 kg/m2)
Load Class 2 to EN 12811-1:2003
Max. influence width: 2.00 m
Deck-boards and guard-rail boards: Per 1 metre
length of platform, 0.75 m2 of deck-boards and 0.6 m2
of guard-rail boards are needed (site-provided).
Board thicknesses for support centres of up to 2.50 m:
▪ Deck-boards min. 20x5 cm
▪ Guard-rail boards min. 20x3 cm, otherwise detailed
dimensioning to EN 12811.
Note:
The plank and board thicknesses given here comply
with the C24 category of EN 338.
Observe all national regulations applying to deckboards and guard-rail boards.
Fastening the deck-boards: Use 4 square bolts
M 10x70 and 1 square bolt M 10x120 per bracket (not
included in scope of supply).
Fastening the guard-rail boards: Use nails
Using scaffolding tubes
A
9739-360-01
9739-360-02
B
Tools: Fork spanner 22 for mounting the
couplers and scaffolding tubes.
A Scaffold tube 48.3mm
B Screw-on coupler 48mm 95
999739002 - 01/2015
51
52
999739002 - 01/2015
Special applications
9739-301-01
In many cases, formwork for tunnel arches can be
assembled entirely from standard Doka components.
The main load-bearing elements in these examples are
"inverted" Doka supporting construction frames Universal F.
They can also be used to construct cantilevering platforms, as used in e.g. bridge-building projects and for
constructing cantilever slabs (e.g. on telecommunications towers).
a
a ... e.g. 11.7 m
9739-300-01
999739002 - 01/2015
53
Examples of the system in action
54
999739002 - 01/2015
999739002 - 01/2015
55
Resetting by crane
9739-240-01
The Supporting construction frame Universal F is
equipped with 3 crane-hoisting points. In this way, it is
always possible to find an optimum centre-of-gravity
position for the whole unit, despite the many different
possible configurations of the formwork and SC-frames
(e.g. vertically stacked configurations using attachable
frames).
A Crane-hoisting points
Max. load:
2500 kg per crane-hoisting point
Important note:
When lifting and resetting SC-frames, do not
attach the crane to the formwork element
or to other components such as multipurpose walings.
▪ Permitted lift-in-one unit:
Supporting construction frame unit with max.
▪ Only lift/reposition units that have been
correctly braced.
▪ Before repositioning, check that the formwork element/panel is correctly fixed onto
the Supporting construction frame (Walingto-bracket holder, Supporting construction
distancer 20cm, Framax supporting construct. frame bolt 36cm).
▪ Before repositioning, check that the Adjusting spindles are in the correct position (to
transfer the load from the weight of the formwork).
▪ Lifting the SC-frames with the formwork
attached is only permitted at near-ground
level.
▪ Make sure that the crane suspension
tackle is sufficiently long (oblique pull).
▪ Never use the crane to break concrete
cohesion!
WARNING
9739-364-01
9715-268-01
9766-263-01
WARNING
➤ Any crane slinging points on the formwork
element or panel must not be used for lifting
the unit (SC-frame + formwork) in one piece.
☞▪
9766-306-01
➤ nail e.g. a board on in such a way that the crane suspension tackle cannot be hung into place in the lifting-bracket.
56
999739002 - 01/2015
Attaching the hoisting tackle when a
pouring platform is being used
B
9739-223-01
C
B Lifting chain
C Tilt-back board in platform decking
999739002 - 01/2015
57
Repositioning using traveller units
▪ For quick repositioning of the SC-frame units in situ▪
ations where no crane assistance is available (e.g. in
tunnels)
Wherever crane time is in short supply
Note:
There must be a flat, firm (e.g. concrete), adequately
dimensioned floor that is capable of supporting the
load.
Supporting construction frame
Universal F
up to 6.00 m in height
Traveller unit can be mounted on:
▪ Supporting construction frame Universal F 4.50m
▪ Attachable frame F 1.50m
Follow the directions in the "Winch with transport device" Operating Instructions!
Max. load:
Attachable roller 250: 1400 kg
Attachable roller 200: 1000 kg
9739-225-01
Cross-section
9739-329-01
a
a ... 27 cm
A
B
C
D
58
Winch with transport device
Attachable roller 250
Ballast
999739002 - 01/2015
Supporting construction frame
Universal F
from 6.00 to 8.00 m in height
Traveller unit can be mounted on:
▪ Attachable frame F 2.00m
9739-363-01
List of components:
Travelling profile F 2.00m (front)
Wheel connector F 2.00m (front)
Clamping jaw F 2.00m
Clamping plate F 2.00m
Intermediate plate F 2.00m
Travelling profile F 2.00m (rear)
Wheel connector F 2.00m (rear)
Connector plate F 2.00m
Bolting plate F 2.00m
Connection plate F 2.00m
Lifting bracket F 2.00m (rear)
Heavy-duty wheel 90kN
Lowering cylinder SL-1 250kN
☞
For more information, please contact your Doka
technician.
999739002 - 01/2015
59
Assembly; transporting, stacking and storing
Example of a vertically stacked configuration:
Pre-assembly
➤ Place a Supporting construction frame Universal F
4.50m and an Attachable frame 1.50m (plus an
Attachable frame F 2.00m if needed) flat on the
ground.
➤ Dismount the front spindle, including the nut-plate,
from the Supporting construction frame Universal F
4.50m. Mount this spindle in the appropriate Attachable frame (spanner width-across 24 mm).
➤ Unscrew the rear spindle from the Supporting construction frame Universal F 4.50m and screw it into
the appropriate Attachable frame (width-across
46 mm).
➤ Lift the pre-assembled formwork element by crane
and position it against the SC-frame unit.
➤ Fix the formwork element to the SC-frame unit (the
connectors used will depend on which formwork system is being used).
➤ Detach the formwork element from the crane.
9739-231-01
➤ Bolt the Supporting construction frame Universal F
4.50m onto the Attachable frame (width-across
30 mm).
➤ Once the SC-frame is bolted together, stand it on its
back and stabilise it so that it cannot fall over.
➤ Stand the next SC-frame on its back, in the same
way. Space the two frames the required centre-tocentre distance apart and brace them with scaffolding tubes (spanner width-across 22 mm).
See "Standard units" for details of how to arrange the
scaffolding tube-bracing.
9739-233-01
➤ Lift the entire formwork unit by crane to its usage
location (see "Resetting").
➤ Adjust the unit with the spindles.
➤ Anchor the unit.
Note:
The Adjusting spindle fixes the formwork elements at
the desired height (to transfer the load from the weight
of the formwork) and also permits fine adjustment.
9739-232-01
Closing the formwork
9739-295-01
B
A
A Adjusting spindle
B Timber wedges in the multi-purpose walings (near the Adjusting
spindles – for ensuring better load transfer)
WARNING
➤ Raise the entire SC-frame unit by crane and stand it
in the upright (see "Resetting").
➤ Mount the anchor walings.
60
999739002 - 01/2015
Tools needed for assembly:
Widthacross [mm]
30
▪
Bracing-tube couplers
Relocating the Adjusting spindle
22
24
▪
▪
Removing and refitting
the front spindle incl.
nut-plate
24
▪
30 / 24
▪
▪
▪
Tools needed for operation:
For
Adjusting spindle
Widthacross [mm]
19
The welded-on spacers prevent the SC-frames sliding
over one another, and ensure that the stacked "layers"
are safe against overturning.
The fact that the SC-frames can be separated not only
provides a high degree of adaptability to different
heights of formwork, but also means that they are transported by truck easily and (thanks to the integral spacers) safely.
4.50m
Stack of 8 (weight approx. 2500 kg)
9739-297-01
Holding the SC-frame
bolt
Reversible ratchet 1/2" with
Box nut 30 1/2"
or
Fork spanner 30/32
Fork spanner 22/24
Box nut 24 1/2"
or
Fork spanner 22/24
Box nut 24 1/2"
or
Fork spanner 22/24
Fork spanner 30/32
Box nut 24 1/2"
or
Fork spanner 22/24
Tool
▪
46
▪
(rear)
22
▪
a ... 188 cm
a
Spindles (front and
rear)
Box nut 19 1/2" L
and Extension piece 11cm
Box nut 46 3/4" and Extension piece 20cm 3/4"
Fork spanner 22/24
9739-298-01
Vertical stacking
Tool
a
For
a ... 116 cm
9739-299-01
a
a ... 126 cm
999739002 - 01/2015
61
62
999739002 - 01/2015
General remarks
General remarks
General remarks
This section contains all the technical information and
illustrations that apply equally to all the following models of Supporting construction frame:
▪ Supporting construction frame Variabel
▪ Supporting construction frame Universal F
▪ and, to some extent, to the Supporting construction
This includes:
▪ Transferring the forces which occur
▪ Anchorages in the concrete
▪ Fitting the pigtail anchors or stop anchors
▪ Doka service offerings
▪ Formwork planning with Tipos
999739002 - 01/2015
63
General remarks
Transferring the forces which occur
The high anchoring and reaction forces which
occur when SC-frames are used necessitate a
number of additional safety precautions.
▪ For tension anchoring, choose the Doka
anchoring system – 15,0, 20.0 or 26.5 – that
is most suitable for the tensile forces occurring.
▪ Reinforce all structure members sufficiently.
▪ The forces can only be transferred safely into
the anchorage foundation where the concrete slab (d) is sufficiently thick.
d
☞
9739-265-01
▪ Verify the stability of each of the structure
▪
members – and, if necessary, of the entire
structure.
Setting up SC-frames on floor-slabs: Use
adequately dimensioned supports to transfer
the loads to the floors below, and ultimately
to the foundations, to the extent necessary to
enable all floor slabs to withstand the load
imposed on them by the SC-frames.
9739-266-01
▪ Perform a calculation for punching, if neces▪
sary
Verify the capacity of the "opposing side"
(walls, rock) and secure with separate shoring if necessary.
9739-267-01
▪ Separate statical calculations are required
for any versions deviating from those outlined in this booklet.
64
999739002 - 01/2015
General remarks
Anchoring solutions for the supporting construction frames
General remarks
Dimensioning the anchorages
The variants illustrated here apply to the Variabel and
Universal F supporting construction frames.
In each anchoring system, there are two variants to
choose between:
▪ With pigtail anchor
This is the anchorage method that can best transfer
the high tensile forces from SC-frames into the foundation slabs.
M
M The depth mark must always be at the end fitted into the she-bolt
▪ With stop anchor
CAUTION
➤ It is forbidden to mix suspension components that have different depths of concrete
cover!
➤ Always screw in components until they fully
engage. When correctly fitted, there will still
be 1 cm of thread visible between the part
and the depth mark on the stop anchor or
pigtail anchor.
The required cube compressive strength of the concrete at the time of loading must be specified separately 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.
Follow the directions in the Calculation Guide
entitled "Load-bearing capacity of anchorages
in concrete" or ask your Doka technician!
WARNING
Sensitive rod steel!
➤ Never weld or heat tie rods.
➤ Tie rods that are damaged or have been
weakened by corrosion or wear must be
withdrawn from use.
Permitted loads for anchor walings
Anchor waling
Multi-purpose waling WU12 Top50
Anchor waling 1.95m and 2.95m (WU16)
Anchoring profile 0.55m
☞
permitted
anchor force: Z
175 kN
259 kN
430 kN
700 kN
The tensile forces that can be sustained only
apply where the anchor is positioned exactly as
required, i.e. 15 cm either side of the vertical
axis of the SC-frame.
999739002 - 01/2015
65
General remarks
Form-tie system 15.0
Alternative method of preparing the positioningpoint
Variant using pigtail anchor
- Positioning cone 15.0 5cm with Sealing sleeve 15.0 5cm1)
- Tie rod 15.0mm (length as required)
l
Dismantling tools:
▪ for the Positioning cone: Positioning cone spanner
15.0 DK
▪ for turning the tie rod: Tie rod wrench 15.0/20.0
9739-268-01
Another alternative:
b
a
Pigtail anchor protrudes from concrete:
Instead of the she-bolt, fasten a Tie rod 15.0mm to the
pigtail anchor using a Rod connector 15.0.
9739-205-01
a ... min 39.5 cm – max. 52 cm
A
B
C
D
Pigtail anchor 15.01)
She-bolt 15.0 5cm2) (nominal length l=65 cm) incl. (C) or
She-bolt 15.0 5cm 1.20m (nominal length l=120 cm) incl. (C)
Sealing sleeve 15.0 5cm1)
Super plate 15.0
Expendable anchoring component
2) Only suitable for 'Variabel' supporting construction frame
1)
Note:
She-bolts are supplied with sealing sleeves. Before
every re-use, fit a new sealing sleeve to make the shebolt easier to remove!
9739-258-01
b ... min. 8.0 cm - max. 10.0 cm
A Pigtail anchor 15.0
E Tie rod 15.0mm
F Rod connector 15.0
Tools for removing she-bolts:
▪ Tie rod wrench 15.0/20.0 or
▪ Fork spanner 24
66
999739002 - 01/2015
General remarks
Variant using stop anchor
Alternative method of preparing the positioningpoint
- Positioning cone 15.0 5cm with Sealing sleeve 15.0 5cm1)
- Tie rod 15.0mm (length as required)
D
B
C
a
A
9739-206-01
Stop anchor 15.0 40cm 55
A
B
C
D
1)
2)
Stop anchor protrudes from concrete:
stop anchor using a Rod connector 15.0.
➤ The Stop anchor 15.0 16cm 55 is not suitable here!
Placement depth is too shallow!
a
30 cm
13 cm
Stop anchor 15.0 16cm 551) or Stop anchor 15.0 40cm 551)
She-bolt 15.0 5cm2) (nominal length l=65 cm) incl. (C) or
She-bolt 15.0 5cm 1.20m (nominal length l=120 cm) incl. (C)
Sealing sleeve 15.0 5cm1)
Super plate 15.0
b
9739-354-01
l
Dismantling tools:
▪ for the Positioning cone: Positioning cone spanner
15.0 DK
▪ for turning the tie rod: Tie rod wrench 15.0/20.0
Only suitable for the Supporting construct. frame "Variable"
9739-259-01
Note:
▪ Tie rod wrench 15.0/20.0 or
▪ Fork spanner 24
b ... min. 8.0 cm - max. 10.0 cm
A Stop anchor 15.0 40cm 55
E Tie rod 15.0mm
F Rod connector 15.0
Retrofitting anchorages in the concrete
▪ Tie rod 15.0mm
▪ Rock anchor spreader unit 15.0 1)
1)
Extra parts for making the anchoring point:
▪ Tensioning instrument B, consisting of
- 1 hollow-piston cylinder
- 1 hydraulic hand pump
- 1 pressure support
- 1 carrying case
▪ Rock anchor installation tube
▪ Tie rod wrench 15.0/20.0
▪ Super plate 15.0
▪ Rock drill-bits diam. 37 or 38 mm
Note:
Also, a slip-proof support surface must be provided so
that the Tensioning instrument B can be used at a 45°
angle.
Follow the "Rock anchor spreader unit 15.0" Fitting Instructions!
999739002 - 01/2015
67
General remarks
Form-tie system 20.0
l
D
D
9739-356-01
B
A
a
9739-355-01
l
B
C
C
A
a
9739-208-01
9739-207-01
a ... min 48 cm – max. 65 cm
A
B
C
D
1)
She-bolt 20.0 (nominal length l=125 cm) incl. (C)
Sealing sleeve 20.01)
Super plate 20.0 B
Note:
▪ Tie rod wrench 15.0/20.0 or 20.0/26.5
or
a
30 cm
14 cm
Stop anchor 20.0 17.5cm 55
A
B
C
D
1)
Stop anchor 20.0 17.5cm 551) or Stop anchor 20.0 40cm 551)
She-bolt 20.0 (nominal length l=125 cm) incl. (C)
Sealing sleeve 20.01)
Super plate 20.0 B
Note:
▪ Tie rod wrench 15.0/20.0 or 20.0/26.5
or
Pigtail anchor protrudes from concrete:
pigtail anchor using an Anchoring cone 20.0.
Stop anchor protrudes from concrete:
Stop anchor 20.0 40cm 55 using an Anchoring
cone 20.0.
b
b
➤ The Stop anchor 20.0 17.5cm 55 is not suitable here!
Placement depth is too shallow!
9739-260-01
b ... min. 10.0 cm
A Pigtail anchor 20.0
E Tie rod 20.0mm
F Anchoring cone 20.0
9739-261-01
Tool for removing Anchoring cone 20.0:
▪ Cone spanner 20.0
b ... min. 10.0 cm
A Stop anchor 20.0 40cm 55
E Tie rod 20.0mm
F Anchoring cone 20.0
Tool for removing Anchoring cone 20.0:
▪ Cone spanner 20.0
68
999739002 - 01/2015
General remarks
Anchoring system 26.5
D
b
C D
E
9739-358-01
9739-357-01
b
A
C
B
A
C
D
a
B
A
9739-210-01
b ... min. 11.5 cm
9739-209-01
a ... min 41.5 cm – max. 58.5 cm
b ... min. 11.5 cm
A
B
C
D
E
1)
Rod connector 26.5
Tie rod 26.5mm
Anchor plate 26.5
Hexagon nut 26.5
999739002 - 01/2015
A
B
C
D
Tie rod 26.5mm1)
Rod connector 26.5
Anchor plate 26.51)
Hexagon nut 26.51)
The combination of
- Tie rod 26.5mm
- Anchor plate 26.5
- Hexagon nut 26.5
together serves as a substitute for a stop anchor. For this reason it
counts as an "expendable anchoring component".
1)
69
General remarks
Fitting diagonal anchors
In everyday site practice, there are various different
ways of preparing positioning points for diagonal
anchors at a precise angle (usually 45°), depending on
the site situation.
The following examples show several possible and
effective variants. These apply equally to the use of
either pigtail anchors or stop anchors.
Fit the anchors at a 45° angle!
Fitting a diagonal anchor at a steeper angle
than this increases the load!
If the angle is increased by 10° (i.e. to 55°), this
increases the load on the tie rod by over 20%
and may thus lead to serious overloading.
☞
Fixing to reinforcements
Option 1
By using two extra longitudinally-placed reinforcement
rods, the anchor can be firmly fixed so that it safely
withstands pouring.
The extra hoop means that the bottom reinforcement
rod can be fitted in a relatively exact position.
Wooden template
9739-272-01
This method permits variable distribution of the positioning points, and can therefore be re-used in any situation.
Alternatively, a clear, fixed arrangement of the positioning points can be made with nailed-on wedges of
square-sawn timber.
Many variations are possible on this theme, meaning
that this example can be optimised for the case in hand.
A Pigtail anchor or stop anchor
D Extra reinforcement rod
E Extra hoop
Option 2
The stop anchor or pigtail anchor can be fixed to the
longitudinal reinforcements with the aid of an extra
hoop.
A suitably wide spacer board makes it easier to achieve
exact positioning.
9739-273-01
9739-271-01
A Pigtail anchor or stop anchor
B She-bolt with sealing sleeve
C Wooden template
70
A Stop anchor 15.0 40cm 55 or 20.0 40cm 55
F Hoop with stop anchor, fastened to reinforcement
G Spacer board
999739002 - 01/2015
Anchor holders and clearance cones
General remarks
How to mount:
9739-365-01
For precise location and directionally stable fitting of
anchoring components at a 45° angle.
Follow the directions in the "Clearance cones"
Fitting Instructions!
➤ Mount an anchor holder on the tie rod, and fasten it
to the top reinforcement.
➤ Screw in the clearance cone.
Fitting dimensions
G
a
G
b
H
a ... Placement depth 30 mm (=concrete cover)
b ... Screw-in depth 70 mm
α ... 45°
G Anchor holder
H Stop anchor or pigtail anchor
H
Tr822-201-02
9739-352-01
B Clearance cone
G Anchor holder
H Stop anchor or pigtail anchor
➤ After pouring, replace the clearance cone with a shebolt.
999739002 - 01/2015
71
General remarks
Utilise the benefits of Doka multi-trip packaging
on your site.
Multi-trip packaging such as containers, stacking pallets and skeleton transport boxes keep everything in
place on the site, minimise time wasted searching for
parts, and streamline the storage and transport of system components, small items and accessories.
Doka skeleton transport box
1.70x0.80m
Using Doka skeleton transport boxes
1.70x0.80m as transport devices
Lifting by crane
➤ Only lift the boxes when their sidewalls are
closed!
☞ ▪▪
▪
Multi-trip packaging items may only be lifted
one at a time.
Use a suitable lifting chain
(e.g. Doka 4-part chain 3.20m).
Do not exceed the permitted load-bearing
capacity.
Spread-angle  max. 30°!
9234-203-01
Repositioning by forklift truck or pallet stacking
truck
Storage and transport devices for small items:
▪ durable
▪ stackable
The forks can be inserted under either the broadside or
the narrowside of the containers.
Suitable transport appliances:
▪ crane
▪ pallet stacking truck
▪ forklift truck
To make the "Doka skeleton transport box" easier to
load and unload, one of its sidewalls can be opened.
Max. load: 700 kg
Permitted imposed load: 3150 kg
☞▪
▪
Multi-trip packaging items that each contain
very different loads must be stacked with the
heaviest ones at the bottom and the lightest
ones at the top!
Rating plate must be in place and clearly legible
Using Doka skeleton transport boxes
1.70x0.80m as storage units
Max. n° of boxes on top of one another
Outdoors (on the site)
Floor gradient up to 3%
2
It is not allowed to stack empty
pallets on top of one another!
72
Indoors
5
999739002 - 01/2015
Doka multi-trip transport box
1.20x0.80m galv.
General remarks
Possible ways of dividing the box
Multi-trip transport
box partition
1.20m
0.80m
Lengthways
Crossways
max. 3 partitions
-
max. 3 partitions
Tr755-200-04
Tr755-200-05
Using Doka multi-trip transport boxes as
storage units
3
▪ durable
▪ stackable
▪ crane
▪ forklift truck
Using Doka multi-trip transport boxes as
transport devices
Max. load: 1500 kg
☞▪
▪
Indoors
6
Lifting by crane
ones at the top!
☞ ▪▪
▪
one at a time.
capacity.
Multi-trip transport box partition
Different items in the Multi-trip transport box can be
kept separate with the Multi-trip transport box partitions
1.20m or 0.80m.
Tr755-200-02
A
9206-202-01
truck
A Slide-bolt for fixing the partition
999739002 - 01/2015
73
General remarks
Doka stacking pallet 1.55x0.85m and
1.20x0.80m
Storage and transport devices for long items:
▪ durable
▪ stackable
▪ crane
▪ forklift truck
The Bolt-on caster set B turns the stacking pallet into a
fast and manoeuvrable transport trolley.
Follow the directions in the "Bolt-on castor set
B" Operating Instructions!
Using Doka stacking pallets as transport
devices
Lifting by crane
☞ ▪▪
▪
▪
▪
▪
one at a time.
capacity.
Load the items centrically.
Fasten the load to the stacking pallet so that
it cannot slide or tip out.
When lifting stacking pallets to which Bolt-on
castor sets B have been attached, you must
also follow the directions in these Operating
Instructions!
=
Max. load: 1100 kg
☞▪
▪
ones at the top!
Using Doka stacking pallets as storage units
a
=
92815-224-01
Doka stacking pallet 1.55x0.85m
a
max. 4.0 m
max. 3.0 m
truck
☞ ▪▪
Load the items centrically.
Fasten the load to the stacking pallet so that
it cannot slide or tip out.
Max. n° of units on top of one another
2
☞▪
74
Indoors
6
How to use with bolt-on castor set:
Always apply the fixing brake when the container is "parked".
When Doka stacking pallets are stacked, the
bottom pallet must NOT be one with a bolt-on
caster set mounted to it.
999739002 - 01/2015
General remarks
Doka accessory box
Doka accessory box as transport devices
▪ durable
▪ stackable
Lifting by crane
▪ crane
▪ forklift truck
The Doka accessory box is the tidy, easy-to-find way of
storing and stacking all interconnection and form-tie
components.
☞ ▪▪
▪
▪
one at a time.
capacity.
When lifting stacking pallets to which Bolt-on
castor sets B have been attached, you must
also follow the directions in these Operating
Instructions!
Follow the directions in the "Bolt-on castor set
B" Operating Instructions!
92816-206-01
truck
Max. load: 1000 kg
☞
▪ Multi-trip packaging items that each contain
▪
ones at the top!
Bolt-on castor set B
Suitable for drive-through access openings > 90 cm.
Doka accessory boxes as storage units
3
☞
Indoors
6
▪ How to use with bolt-on castor set:
The Bolt-on caster set B can be mounted to the following multi-trip packaging items:
▪ Doka accessory box
▪ Doka stacking pallets
Follow the directions in the Operating Instructions!
Always apply the fixing brake when the container is "parked".
When Doka accessory boxes are stacked,
the bottom box must NOT be one with a bolton castor set mounted to it.
999739002 - 01/2015
75
General remarks
Formwork planning with Tipos-Doka
Tipos-Doka helps you to form even
more efficiently
Always the right quantities of
formwork and accessories
Tipos-Doka has been developed to assist you in
planning the use of your Doka formwork. For wall
formwork, floor formwork and platforms, it puts the
same tools into your hands that we at Doka use
ourselves for formwork planning.
Easy to use, fast and accurate results
The easy-to-use interface makes for very fast working.
From when you input your layout (with the "SchalIgel"® on-screen assistant), all the way through to
when you manually put the finishing touches to the
formwork solution the program gives you. All this saves
time - yours.
The program contains a large number of templates and
wizards, so you can be sure of always getting the optimum technical and economical solution to your formwork task. This makes for greater operational reliability,
and cuts costs.
You can get to work right away with the piece-lists,
plans, views, sections and perspective drawings that
the program gives you. Operational reliability is also
enhanced by the high level of detail of the plans.
You can import the automatically generated piece-lists into many
other programs for further processing.
Formwork components and accessories that have to be
organised at short notice, or replaced by improvisation,
are the ones that cost the most. This is why Tipos-Doka
offers complete piece-lists that leave no room for
improvisation. Planning with Tipos-Doka eliminates
costs before they have a chance to even arise. And
your depot can make the best possible use of its stocks.
Drawings of formwork and platforms really can be this detailed! Both
for the layout and for spatial representations, Tipos-Doka sets an
impressive new standard of visual presentation.
76
999739002 - 01/2015
[kg]
Component overview
Article n°
[kg]
Article n°
Component
Article
[kg]
n° overview
10.7 588477000
Abstützwinkel
Galvanised
Length: 66 cm
Width: 37 cm
Height: 91 cm
Waling WU14 for supporting construction frame
99.0 580510000
(A) Steel section WU14 f. supp. constr. frame
81.0 580509000
Abstützbockriegel WU14
consisting of:
Painted blue
Height: 250 cm
(B) Pressure shoe
6.2 580531000
Painted blue
Height: 32 cm
(C) Anchoring shoe
Framax clamping bolt 4-8cm
Framax-Klemmschraube 4-8cm
0.39 588107000
Painted blue
Height: 252 cm
Galvanised
Length: 19 cm
Frami wedge clamp
12.0 580533000
Painted blue
Height: 51 cm
1.1 588441000
Frami-Klemme
Galvanised
Length: 16 cm
Supporting shoe
Supporting construct. frame "Variable" 3.30m
Abstützbock Variabel 3,30m
consisting of:
187.8 580516000
9.5 580532000
Stützschuh
Painted blue
Length: 28 cm
(A) Waling WU14 for supporting construction frame 99.0 580510000
Painted blue
Height: 252 cm
(B) Multi-purpose waling WS10 Top50 2.00m
38.9 580007000
Painted blue
(C) Tension plate
2.5 580534000
Painted blue
Length: 19 cm
(D) Supporting shoe
Tension plate
Painted blue
Length: 19 cm
9.5 580532000
Painted blue
Length: 28 cm
(E) Connecting pin 10cm
0.34 580201000
Galvanised
Length: 14 cm
(F) Spring cotter 5mm
0.05 580204000
Galvanised
Length: 13 cm
32.0 580521000
Painted blue
Length: 201 - 234 cm
2.5 580534000
Zuglasche
Multi-purpose waling WS10 Top50 1.00m
Mehrzweckriegel WS10 Top50
19.6
35.0
38.9
48.7
54.2
60.2
68.4
79.4
580003000
580006000
580007000
580009000
580010000
580011000
580012000
580013000
20.2
35.8
40.2
51.0
56.1
60.4
71.5
82.1
580040000
580043000
580044000
580046000
580047000
580048000
580050000
580052000
Painted blue
(H) Screw-on coupler 48mm 50
0.84 682002000
Galvanised
Width-across: 22 mm
Follow fitting instructions!
Painted blue
A
Steel waling WS10 Top50 1.00m
G
H
Stahlwandriegel WS10 Top50
Painted blue
D
C
B
E F
999739002 - 01/2015
77
Component overview
[kg]
Spindle strut 12 3.00m
Article n°
32.0 580521000
Spindelstrebe 12 3,00m
[kg]
Abstützbock-Universal F 4,50m
306.0 580500000
Painted blue
Length: 196 cm
Height: 365 - 394 cm
Painted blue
Spindle strut T7 305/355cm
Article n°
35.0 584327000
Spindelstrebe T7 305/355cm
Galvanised
236.0 580502000
Anbaurahmen F 1,50m
Painted blue
Length: 280 cm
451.0 580501000
Anbaurahmen F 2,00m
Painted blue
Length: 394 cm
Formwork element connector FF20/50 Z
Elementverbinder FF20/50 Z
6.0 587533000
Painted blue
Length: 55 cm
Front spindle for supp. construction frame
17.0 580508000
Abstützbockspindel vorne
Galvanised
Connecting pin 10cm
0.34 580201000
Verbindungsbolzen 10cm
Galvanised
Length: 14 cm
Spring cotter 5mm
0.05 580204000
Federvorstecker 5mm
Rear spindle for supp. construction frame
18.3 580515000
Abstützbockspindel hinten
Galvanised
Galvanised
Length: 13 cm
Anchor waling 0.70m
Anchor waling 1.95m
Anchor waling 2.95m
27.0 580517000
76.3 580545000
110.0 580546000
Ankerriegel
Painted blue
78
999739002 - 01/2015
[kg]
Multi-purpose waling WU12 Top50 2.00m
Multi-purpose waling WU12 Top50 3.00m
Mehrzweckriegel WU12 Top50
Component overview
Article n°
50.0 580022000
75.7 580024000
Painted blue
Anchoring profile 0.55m
[kg]
Framax universal fixing bolt 10-25cm
Framax-Universalverbinder 10-25cm
Galvanised
Length: 36 cm
Article n°
0.69 583002000
44.5 582904000
Ankerprofil 0,55m
Painted blue
Framax wedge clamp
1.5 588152000
Framax-Spannklemme
Galvanised
Length: 21 cm
0.62 580539000
Ankerriegelhalter
Framax supporting construct. frame connector
Galvanised
Length: 31 cm
Corner plate supporting constr. frame
Ecklasche Abstützbock
Framax-Bocklasche
15.0 580506000
Painted blue
Height: 77 cm
44.4 580518000
Painted blue
Length: 92 cm
Width: 92 cm
Framax supporting construct. frame bolt 36cm
Framax-Bockschraube 36cm
0.62 580505000
Galvanised
Facade waling WS10 2.50m
50.0 580692000
Fassadenriegel WS10 2,50m
Painted blue
19.3 580538000
Ansteckrolle 200
Painted blue
Height: 38 cm
Bockdistanz 20cm
9.4 580519000
Clamp for supp. constr. distancer 20cm
Klemme für Bockdistanz 20cm
Riegelhalter 9-15cm
47.0 580537000
Painted blue
Height: 78 cm
5.0 582920000
Galvanised
Length: 36 cm
Width: 7 cm
Waling-to-bracket holder 9-15cm
Ansteckrolle 250
Galvanised
Length: 25 cm
Width: 19 cm
Height: 20 cm
Winch with transport device
37.0 580541000
Hubwinde mit Transportroller
Painted blue
Height: 127 cm
Follow the directions in the "Operating Instructions"!
2.7 580625000
Galvanised
2.5 580526000
Keilriegelhalter
Galvanised
Length: 26 cm
Height: 31 cm
Travelling profile F 2.00m front
Verfahrprofil F 2,00m vorne
Framax universal fixing bolt 10-16cm
Framax-Universalverbinder 10-16cm
Galvanised
Length: 26 cm
999739002 - 01/2015
0.60 588158000
180.0 582925000
Galvanised
Length: 600 cm
79
Component overview
[kg]
Wheel connector F 2.00m front
Radanschluss F 2,00m vorne
Article n°
33.7 582926000
[kg]
Lifting bracket F 2.00m rear
14.0 582935000
Hubkonsole F 2,00m hinten
Galvanised
Height: 48.6 cm
Galvanised
Length: 30 cm
Width: 30 cm
Height: 16.5 cm
Heavy duty wheel 90kN
Clamping jaw F 2.00m
0.82 582927000
Klemmbacke F 2,00m
3.5 582928000
Klemmplatte F 2,00m
Galvanised
Height: 38 cm
Lowering zylinder SL-1 250kN
27.2 582870000
Absenkzylinder SL-1 250kN
Galvanised
Length: 24 cm
Intermediate plate F 2.00m
85.0 582921000
Schwerlastrad 90kN
Galvanised
Length: 12.5 cm
Clamping plate F 2.00m
Article n°
Painted blue
Height: 28-56 cm
Follow the directions in the "Operating Instructions"!
6.0 582929000
Zwischenplatte F 2,00m
Galvanised
Length: 25 cm
Width: 18 cm
Screw-on coupler 48mm 50
Screw-on coupler 48mm 95
0.84 682002000
0.88 586013000
Anschraubkupplung
Travelling profile F 2.00m rear
Verfahrprofil F 2,00m hinten
Galvanised
Width-across: 22 mm
187.5 582930000
Galvanised
Length: 574 cm
Swivel coupler 48mm
1.5 582560000
Drehkupplung 48mm
Wheel connector F 2.00m rear
Radanschluss F 2,00m hinten
Galvanised
Width-across: 22 mm
44.5 582931000
Galvanised
Height: 61.5 cm
Connection plate F 2.00m
15.8 582932000
Anschlussplatte F 2,00m
Galvanised
Length: 44.1 cm
Width: 35.7 cm
Scaffold tube 48.3mm 0.50m
Scaffold tube 48.3mm .....m
1.7
3.6
5.4
7.2
9.0
10.8
12.6
14.4
16.2
18.0
19.8
21.6
3.6
Gerüstrohr 48,3mm
682026000
682014000
682015000
682016000
682017000
682018000
682019000
682021000
682022000
682023000
682024000
682025000
682001000
Galvanised
Bolting plate F 2.00m
2.9 582933000
Schraubplatte F 2,00m
Galvanised
Length: 20 cm
Connector plate F 2.00m
2.3 582934000
Verbindungsplatte F 2,00m
Galvanised
Length: 42 cm
80
19.0 580669000
Anschraubbühne MF75
Galvanised
Length: 113 cm
Height: 152 cm
999739002 - 01/2015
[kg]
Swivel plate MF
Component overview
Article n°
4.5 580672000
Schwenkplatte MF
Galvanised
Length: 29 cm
Height: 20 cm
Railing clamp XP 40cm
4.1 586460000
Geländersteher XP 1,20m
Galvanised
Height: 118 cm
Toeboard holder XP 1.20m
0.64 586461000
Fußwehrhalter XP 1,20m
Seitenschutzgeländer T
9.1 580392000
Universal-Werkzeugbox 15,0
included in scope of supply:
0.73 580580000
(B) Fork wrench 13/17
(C) Fork wrench 22/24
(D) Fork wrench 30/32
(E) Fork wrench 36/41
(F) Ring spanner 17/19
(G) Square nut 22
(H) Box spanner 41
(I) Extension 11cm 1/2"
(J) Extension 22cm 1/2"
(K) Universal joint coupling 1/2"
(L) Box nut 19 1/2" L
(M) Box nut 13 1/2"
(N) Box nut 24 1/2"
(O) Box nut 30 1/2"
(P) Positioning cone spanner 15.0 DK
580577000
580587000
580897000
580586000
580590000
580589000
580585000
580581000
580582000
580583000
580598000
580576000
580584000
580575000
580579000
Reversible ratchet 3/4"
1.5 580894000
Galvanised
Length: 50 cm
29.1 580488000
Galvanised
Height: 112 cm
Box nut 46 3/4"
0.70 580512000
Extension 20cm 3/4"
0.68 580683000
Stecknuss 46 3/4"
Verlängerung 20cm 3/4"
Handrail clamp S
0.08
0.22
0.80
1.0
0.27
0.31
0.99
0.20
0.31
0.16
0.16
0.06
0.12
0.20
0.30
Galvanised
Length: 8 cm
Width-across: 30 mm
Umschaltknarre 3/4"
Galvanised
Height: 21 cm
Side handrail clamping unit T
Article n°
Galvanised
Length: 30 cm
Galvanised
Height: 73 cm
Handrail post XP 1.20m
Universal tool box 15.0
(A) Reversible ratchet 1/2"
7.7 586456000
Geländerzwinge XP 40cm
[kg]
11.5 580470000
Schutzgeländerzwinge S
Cone spanner 20.0
Galvanised
Height: 123 - 171 cm
3.5 581471000
Konusschlüssel 20,0
Galvanised
Length: 57 cm
Clearance-cone dismantling tool
Lösewerkzeug Freistellkonus
Testing truss for diagonal anchors 15.0/20.0
Prüfbock für Schräganker 15,0/20,0
Galvanised
Length: 32 cm
Width: 25 cm
Height: 19 cm
999739002 - 01/2015
13.5 580514000
0.67 581864000
Galvanised
Length: 10.7 cm
Width-across: 24 mm
81
Component overview
[kg]
Article n°
Tie rod system 15.0
[kg]
She-bolt 15.0 5cm
1.7 581972000
Ankerkopf 15,0 5cm
Tie rod 15.0mm galvanised 0.50m
Tie rod 15.0mm galvanised .....m
Tie rod 15.0mm non-treated 0.50m
Tie rod 15.0mm non-treated .....m
Ankerstab 15,0mm
0.72
1.1
1.4
1.8
2.2
2.5
2.9
3.6
1.4
0.73
1.1
1.4
1.8
2.1
2.5
2.9
3.6
4.3
5.0
5.7
7.2
8.6
10.7
1.4
581821000
581822000
581823000
581826000
581827000
581828000
581829000
581852000
581824000
581870000
581871000
581874000
581886000
581876000
581887000
581875000
581877000
581878000
581888000
581879000
581880000
581881000
581882000
581873000
Article n°
Galvanised
Length: 76 cm
Width-across: 24 mm
Positioning cone 15.0 5cm
0.43 581969000
Vorlaufkonus 15,0 5cm
Galvanised
Length: 11 cm
Diameter: 3 cm
Tool: Positioning cone spanner 15.0
DK
Sealing sleeve 15.0 5cm
0.008 581990000
Dichtungshülse 15,0 5cm
Orange
Length: 10 cm
Diameter: 3 cm
Rod connector 15.0
0.49 581981000
Verbindungsmuffe 15,0
Non-treated
Length: 11 cm
Diameter: 3 cm
Pigtail anchor 15.0
Super plate 15.0
1.1 581966000
Superplatte 15,0
Non-treated
Length: 67 cm
Galvanised
Height: 6 cm
Diameter: 12 cm
Width-across: 27 mm
Hexagon nut 15.0
0.23 581964000
Sechskantmutter 15,0
0.71 581999000
Sperranker 15,0 40cm 55
Galvanised
Length: 5 cm
Width-across: 30 mm
Framax pressure plate 6/15
0.92 581984000
Wellenanker 15,0
Non-treated
0.80 588183000
Framax-Druckplatte 6/15
Galvanised
0.38 581997000
Non-treated
Wing nut 15.0
0.31 581961000
Flügelmutter 15,0
Galvanised
Length: 10 cm
Height: 5 cm
Width-across: 27 mm
Anchor plate 15/20
Anchor holder 15.0
0.43 581835000
Ankerhalter 15,0
Non-treated
1.8 581929000
Ankerplatte 15/20
Galvanised
Clearance cone 15.0
0.51 581865000
Freistellkonus 15,0
She-bolt 15.0 5cm 1.20m
Black
Blue
Length: 20.6 cm
Diameter: 7 cm
2.5 581832000
Ankerkopf 15,0 5cm 1,20m
Galvanised
Length: 131 cm
Width-across: 24 mm
Rock anchor spreader unit 15.0
0.41 581120000
Felsanker-Spreizeinheit 15,0
Galvanised
Length: 9 cm
Diameter: 4 cm
82
999739002 - 01/2015
[kg]
Rock anchor installation tube
Felsanker-Einbaurohr
Component overview
Article n°
[kg]
Article n°
0.85 581123000
Galvanised
Length: 50 cm
Diameter: 3 cm
Tensioning instrument B
34.5 580570000
Vorspanngerät B
Galvanised
Protective cap 15.0/20.0
0.03 581858000
Schutzkappe 15,0/20,0
Yellow
Length: 6 cm
Diameter: 6.7 cm
1.9 580594000
Ankerstabschlüssel 15,0/20,0
Galvanised
Length: 37 cm
Diameter: 8 cm
Friction type ratchet SW27
0.49 581855000
Freilaufknarre SW27
manganese-phosphated
Length: 30 cm
Box spanner 27 0.65m
1.9 581854000
Steckschlüssel 27 0,65m
Galvanised
999739002 - 01/2015
83
Component overview
[kg]
Article n°
Tie rod system 20.0
[kg]
Anchor holder 20.0
0.43 581427000
Ankerhalter 20,0
Tie rod 20.0mm galvanised .....m
1.3
1.9
2.5
3.2
3.8
5.0
6.3
2.5
1.3
1.9
2.5
3.8
5.0
2.5
Super plate 20.0 B
2.0 581424000
Ankerstab 20,0mm
Superplatte 20,0 B
581411000
581417000
581412000
581418000
581413000
581414000
581430000
581410000
581405000
581416000
581406000
581407000
581408000
581403000
Non-treated
Clearance cone 20.0
0.49 581866000
Freistellkonus 20,0
Black
Yellow
Length: 20.6 cm
Diameter: 7 cm
Galvanised
Height: 7 cm
Diameter: 14 cm
Width-across: 34 mm
She-bolt 20.0
5.6 581435000
Ankerkopf 20,0
Galvanised
Length: 140 cm
Diameter: 5 cm
Width-across: 41 mm
Sealing sleeve 20.0
0.03 581441000
Dichtungshülse 20,0
Grey
Length: 16 cm
Diameter: 5 cm
Anchoring cone 20.0
1.0 581437000
Ankerkonus 20,0
Galvanised
Length: 15 cm
Diameter: 5 cm
Tool: Cone spanner 20.0
Pigtail anchor 20.0
2.0 581450000
Wellenanker 20,0
Non-treated
Length: 76 cm
1.2 581458000
Non-treated
Stop anchor 20.0 17.5cm 55
0.62 581457000
Sperranker 20,0 17,5cm 55
Non-treated
84
Article n°
999739002 - 01/2015
[kg]
Component overview
Article n°
[kg]
Article n°
Tie rod system 26.5
Ankerstab 26,5mm unbehandelt .....m
Hexagon nut 26.5
4.5 581883000
0.73 581985000
Sechskantmutter 26,5
Galvanised
Length: 8 cm
Width-across: 46 mm
Anchor plate 26.5
3.4 581986000
Ankerplatte 26,5
Galvanised
Length: 15 cm
Width: 12 cm
Pigtail anchor 26.5
3.6 581900000
Wellenanker 26,5
Non-treated
Length: 80 cm
Rod connector 26.5
1.4 581988000
Verbindungsmuffe 26,5
Non-treated
Length: 15 cm
Width-across: 46 mm
Anchor holder 26.5
0.43 581943000
Ankerhalter 26,5
Non-treated
Clearance cone 26.5
0.46 581867000
Freistellkonus 26,5
Black
Grey
Length: 20.6 cm
Diameter: 7 cm
1.7 580593000
Ankerstabschlüssel 20,0/26,5
Galvanised
Length: 37 cm
Diameter: 8 cm
999739002 - 01/2015
85
Component overview
[kg]
Article n°
Multi-trip packaging
[kg]
Bolt-on castor set B
33.6 586168000
Anklemm-Radsatz B
Doka skeleton transport box 1.70x0.80m
87.0 583012000
Doka-Gitterbox 1,70x0,80m
Painted blue
Galvanised
Height: 113 cm
Doka multi-trip transport box 1.20x0.80m
75.0 583011000
Doka-Mehrwegcontainer 1,20x0,80m
Galvanised
Height: 78 cm
Multi-trip transport box partition 0.80m
Multi-trip transport box partition 1.20m
3.7 583018000
5.5 583017000
Mehrwegcontainer Unterteilung
Timber parts varnished yellow
Steel parts galvanised
42.0 586151000
Doka-Stapelpalette 1,55x0,85m
Galvanised
Height: 77 cm
39.5 583016000
Doka-Stapelpalette 1,20x0,80m
Galvanised
Height: 77 cm
Doka accessory box
Doka-Kleinteilebox
106.4 583010000
Timber parts varnished yellow
Steel parts galvanised
Length: 154 cm
Width: 83 cm
Height: 77 cm
86
Article n°
999739002 - 01/2015
999739002 - 01/2015
Component overview
87
Near to you, worldwide
Doka is one of the world leaders in developing, manufacturing and distributing formwork technology for use in
all fields of the construction sector.
With more than 160 sales and logistics facilities in over
70 countries, the Doka Group has a highly efficient distribution network which ensures that equipment and
technical support are provided swiftly and professionally.
An enterprise forming part of the Umdasch Group, the
Doka Group employs a worldwide workforce of more
than 6000.
Doka GmbH | Josef Umdasch Platz 1 | 3300 Amstetten | Austria | T +43 7472 605-0 | F +43 7472 66430 | [email protected] | www.doka.com
999739002 - 01/2015

User Information booklet (en) Doka supporting construction frames

Transcription

Similar documents

ANCHOR INASHA

a new state-of-the-art eyewear in our practice

to view the full PDF

Track Frame Catalog.indd

Big River Formwork Brochure

fulltext

TRUPIX Info Sheet - TRUPIX Video Scaler

formwork