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Installation
Stipulations for
the bolted joint of
the aseismic design
Fig. 42:
Bolted joints of the aseismic design
①
Fixing points (26x45 mm) for M10
Stipulations for the
welded joint of the
standard design
Stipulations for the
welded joint of the
aseismic design
54/214
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).
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.
Fig. 44:
Welding seams of the standard version
①
Fixing points (26x45 mm)
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. 45:
Welding seams of the aseismic design
①
Fixing points (26x45 mm)
Revision 06 • INSTALLATION AND OPERATING INSTRUCTIONS • 8DB10 • 864-5091.9
Fig. 43:
Fixing profile
②
Fixing profile
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