Nussbaum POWER LIFT HDL 6500 SST DG Originalbetriebsanleitung Seite 123

8.3.1 Selection the Liebig anchor without floor cover (2.65 HDL SST, 2.70 HDL SST, 2.80
HDL SST)
Liebig anchor
Anchor type
Drill depth (mm)
Min. anchoring depth (mm) b
Concrete thickness (mm)
Drill diameter (mm)
Drilled part thickness (mm) e
Concrete quality
Number of anchors (pc.)
Torque of the anchors
(*) Min. concrete thickness when using the above-mentioned anchor, otherwise follow the details in the foundation
plans.
Similar value anchors and other known brands of anchor manufacturers can be used when considering the conditions.
(1) Description of normal reinforcement:
A normal reinforcement is present if the axis separation in the area of the anchor with a rod diameter of ≥ 10 mm
is 150 mm, or for a rod diameter of ≤ 10 mm is 100 mm.
OPI_POWER LIFT HDL 6500 SST DG-7000 SST DG-8000 SST DG_V4.0_DE-EN-FR-ES-IT
BM16-25/100/40
a
125
100
c
min. 200*
d
25
0 – 40
Min.C20/25 (B25) normal reinforcement
Depending on the lift type
115 Nm
1
123