ATT NUSSBAUM POWER LIFT HDL 6500 SST DG Manuel D'exploitation page 116

8.3.2 Selection the Liebig anchor with 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)
Concrete thickness (mm)
Drill diameter (mm)
Component thickness (mm) e + f
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 - HYMAX H 6500 DG-H 7000-V1.0-DE-EN-FR-ES-IT
116
BM16-25/100/65
a
125
b
100
c
min. 200*
d
25
40 – 65
Min.C20/25 normal reinforcement
depending on the lift type
115 Nm
BM16-25/100/100
125
100
min. 200*
25
65 – 100
1
115 Nm