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Fig. 24: Connecting construction version
3.
Connecting constructions which do not rest in
place flat and even, and crooked connecting con-
structions can cause distortions when screwing
them to the lifting columns.
Make sure that the connecting construction is manufactured
flawlessly, and rests in place flat and even on the lifting col-
umns.
Fig. 25: Load distribution
4.
Example: Connecting construction with four lifting col-
umns
n
Load per lifting column: 1000 N.
n
Theoretical total load F
max
= 4000 N if the load is posi-
tioned symmetrically in the middle of the connecting
construction.
n
If the load is shifted into a corner of the connecting con-
struction, the lifting column will have to bear almost the
entire 4000 N underneath this corner.
NOTICE!
All specifications on push and pull forces
relate to the individual lifting column. Take
into account a safety factor of up to 0.6 for
applications in synchronised groups!
Make sure that the total load is distributed evenly over all
lifting columns. Also take into account the load capacity of an
individual lifting column in the process.
Connecting construction version
Load distribution
Assembly
Planning assembly of the connecting construction
20.02.2019
Lifting column Multilift I/Multilift II
102
Содержание Multilift I
Страница 64: ...Anhang Anhang 20 02 2019 Hubs ule Multilift I Multilift II 64...
Страница 125: ...Appendix Appendix 20 02 2019 Lifting column Multilift I Multilift II 125...
Страница 126: ...Appendix 20 02 2019 Lifting column Multilift I Multilift II 126...
Страница 190: ...Ap ndice Ap ndice 20 02 2019 Columna elevadora Multilift I Multilift II 190...
Страница 254: ...Annexe Annexe 20 02 2019 Colonne t lescopique Multilift I Multilift II 254...
Страница 318: ...Allegato Allegato 20 02 2019 Colonna telescopica Multilift I Multilift II 318...