Peri RCS P, Instructions For Assembly And Use, Page: 65 / 172

49 + 50 + 53
87
B
A
89.1
89
≤30 mm
65
B4 Special Applications
– Determine the required anchoring
depth, additional reinforcement, sup-
port and concrete strength according
to separate static calculations.
Warning
Falling connecting means (49, 50, 53)
could hit site personnel below and seri-
ously injure them.
⇒
Attach a trailing catching box (87) to
the climbing unit. (Fig. B4.04)
⇒
Cordon off the areas of risk.
⇒
Areas of risk to be protected by safety
roofs.
If the stirrup reinforcement (B) at the
slab edge is located behind the vertical
load transfer point (max. 30 mm), then
the slab edge has to be supported sep-
arately.
PERI recommends a steel plate to be
securely fixed to the head of a prop
(89) and positioning it at the slab edge.
Hole diameter in the plate 13 mm, hole
arrangement depends on the type of
slab prop used. Countersink plate ap-
prox. 7 mm deep at 90°. Use the holes
with 14 mm Ø in the prop head. Pro-
vide at least 2 bolt connections.
Bolted connection: countersunk bolt
M12x35 8.8 with nut.
(Fig. B4.05)
The safe transfer of the loads into the
reinforced concrete slab and further
transfer have to be verified separately
by a structural analysis.
Fig. B4.04
Fig. B4.05
RCS P Climbing Protection Panel
Instructions for Assembly and Use - Standard Configuration