51Instructions for Assembly and Use – Standard Configuration
CB 160 Climbing Formwork
C1 Planning and work preparation
Platform dimensioning
Standard applications
When planning the platforms, existing
widths of influence of the brackets are
to be determined.
Depending on the position on the build-
ing, different permissible widths of in-
fluence apply to the corner as well as
standard areas. The bearing forces for
the existing widths of influence are de-
termined using the associated bearing
forces while taking into consideration
the dead load of the bracket unit.
Anchoring verification
The following are to be verified or
determined by the structural engi-
neer responsible for the building:
– The safe transfer of the bearing forces
into the concrete
– The safe transfer of all reaction forces
as well as the stability of the building
under construction
– The concrete strength required before
the platforms can be loaded
– The arrangement and load-bearing
capacity of possible additional rein-
forcement.
Load application
– The bearing forces of the maximum
shear force Q
O
are diverted into the
concrete via the pressure on the pe-
riphery of the climbing cone’s cup V
T
through the bedding on the cone V
K
and into the concrete.
– The maximum tensile force Z
O
is di-
verted into the concrete via the pres-
sure on the threaded anchor plate Z
A
.
(Fig. C1.01)
Special applications
Differing loads, larger formwork heights
or inclinations of the building require a
separate statical proof for the plat-
forms.
h
a =
Q
O
Z
O
Z
A
V
k
Fig. C1.01
V
T
45 cm
On request, design tables along with
diagrams and formulae are available in a
separate product information on the basis
of German building authority approval.
For use outside of Germany, a separate
product information on the basis of an
expert´s report is available. Both are
based on a comprehensive series of
tests for determining the load-bearing
capacity.
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