Peri SKYDECK Instructions For Assembly And Use page 50

A9 SKYDECK platforms
4. Insert two SAO Tension Sleeves
approx. 1 m in each of the grooves of
3 Main Beams SLT 375. Tension
sleeves later lie between the two bot-
tom main beams.
5. Position Main Beams SLT 375 (2.6)
transversely with 1.50 m spacings on
the already assembled main beams.
At the rear, all three beams have an
overhang of 37.5 cm. The first beam
is laterally inset 37.5 cm on the lower
beam.
6. Insert additional Tension Sleeves SAO
(39) on both sides as far as the bot-
tom main beams.Push the previously
mounted tension sleeves inwards
against the bottom main beams.
(Fig. A9.04a)
7. Connect the beams together by tight-
ening the tension sleeves.
Mounting the timbers
Timbers are required for load distribu-
tion when directly reaching under with
the transportation fork.
1. Attach 2 timbers with min. 8/12/225
(40) (supplied by contractor) to the
hex. bolts using nuts and washers.
(Fig. A9.04)
2. Diagonally brace the timbers.
Insert panels
The first row of panels (3) is moved
37.5 cm and begins in the centre aligned
to the first bottom main beams.
1. Insert the SDP 150 x 75 panels from
below and secure to the main beams
with two SPK Panel Clamps per
panel.
2. The middle panels are additionally
fixed to the front outer panels using
two Panel Wedge Clamps SPKK
each.
3. On the side cantilevered slab edge:
install the Guardrail Holder SGH.
4. Mount Guardrail Posts SGP and hand-
rail boards as anti-fall protection.
(Fig. A9.05)
Components
2.6 Main Beam SLT 375
17 Guardrail Holder SGH
20 Panel Wedge Clip SPKK
21 Panel Clip SPK
37 Bolt M12 x 140
39 Tension Sleeve SAO
40 Timber
48
39
Fig. A9.04a
Fig. A9.04
3
Fig. A9.05
2.6
20 21
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
40 37
17