Installation
54/214 Revision 06 • INSTALLATION AND OPERATING INSTRUCTIONS • 8DB10 • 864-5091.9
Stipulations for
the bolted joint of
the aseismic design
The aseismic design must be bolted to the foundation rails at all 4 points using a floor fixing
profile. The floor fixing profile is included in the scope of supply. The fixing material is not
included in the scope of supply. (Part number: 865-2944.0 without fixing material).
Stipulations for the
welded joint of the
standard design
The standard design must be welded diagonally to the foundation rails at two points.
A floor fixing profile is not necessary.
The welding seams are conform to the strength of the equivalent bolted joint with M10 bolts.
Stipulations for the
welded joint of the
aseismic design
The aseismic design must be welded to the foundation rails at all 4 points.
A floor fixing profile is not necessary.
The welding seams must conform to the strength of the equivalent bolted joint with
M10 bolts.
Fig. 42: Bolted joints of the aseismic design
Fig. 43: Fixing profile
①
Fixing points (26x45 mm) for M10
②
Fixing profile
Fig. 44: Welding seams of the standard version
①
Fixing points (26x45 mm)
Fig. 45: Welding seams of the aseismic design
①
Fixing points (26x45 mm)
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