5.
Installation
Clamping thickness tfix
Thread diameter M
Maximum clamping torque M
Jaw width
Through hole in the component to be fastened df
Anchoring depth hef
Hole diameter do
Min. hole depth with through mounting td
To anchor the tensile forces that occur at the rack pillars, as per structural
calculations, two heavy-duty anchors M12
(e.g. Fischer FAZ II 12/10 or similar) are required per connecting plate.
In the calculation a steel reinforced concrete base with a thickness of at
least 15 cm and a concrete grade of at least C20/25 were assumed as the
basis for the anchoring.
Only use original Z9 9300_1 and Z9 9300_3 plates as a compensating
X
material for uneven ground.
Maximum compensating height 12 mm.
6.
Dismantling
Clear the heavy-duty rack of loose parts and clean.
X
Dismantle heavy-duty rack in the reverse order of erection
X
(see section 4).
d
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[mm]
10
[mm]
12
[Nm]
60
[mm]
19
[mm]
14
[mm]
70
[mm]
12
[mm]
105
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