24
2
2
3
a
1
h
1
h
1
h
p
h
B2
h
B1
L
1
L
1
L
2
h
B2
h
B1
B1 Planning the Supporting Structure
Fig. B1.01
Fig. B1.02
System Dimensions
Climbing rails
The length of the climbing rail L
1
(2) cor-
responds to the height of the storeys h
B
.
It must correspond to at least the height
of two successive storeys plus an over-
lap for safety reasons.
With changing storey heights, the larg-
est dimension of two consecutive sto-
reys must be selected.
– At least 2 slab shoes must guide each
climbing rail at all times.
– An extension of the climbing rail with
the Steel Waler Universal SRU cannot
be used for mounting or guiding in the
slab shoes. The top slab shoe must
grip the climbing rail underneath the
rail joint.
– It is possible to plan so that the climb-
ing rail does not overlap 2 entire sto-
reys for those intermediate storeys
with larger storey heights. In this
case, self-climbing is not possible.
When climbing with the crane, special
measures are required because there
is no climbing rail guide. These special
measures must be defined in manu-
facturer-specific assembly instruc-
tions.
Calculation Version 1.1
Continuous Climbing Rail-2 LPS (2)
(Fig. B1.01)
L
1
≥ h
B1
+ h
B2
+ h
1
+ 20 cm.
Calculation Version 1.2
Climbing Rail-2 LPS (2) with top-mount-
ed extension using Steel Waler Univer-
sal SRU (3)
(Fig. B1.02)
L
1
≥ h
B1
+ h
B2
+ h
p
+ 20 cm.
h
p
= 30 cm without Slab Anchor Template.
h
p
= 60 cm with Slab Anchor Template.
LPS Screen Lightweight Climbing Enclosure
Instructions for Assembly and Use – Standard Configuration