Gentlemen,
We are now near to complete L03 level of typical concrete structure (start was in the basement B04 level). From L03 level (large transfer slab) we have two towers, from L04 to L12 level. Typical level consists of two core walls, columns and suspended slab with beams
(see http://groups.msn.com/stevansarapa/documents.msnw [1]).
I have been asked to do exercise , to compare how faster completion of structure will be achieved by hydraulic climbing formwork for the core wall then in case when we use classic frame formwork for core wall.
Please advice for the production rates for self climbing system.
What can be proposed floor sequence?
Regards,
Stevan
We are now near to complete L03 level of typical concrete structure (start was in the basement B04 level). From L03 level (large transfer slab) we have two towers, from L04 to L12 level. Typical level consists of two core walls, columns and suspended slab with beams
(see http://groups.msn.com/stevansarapa/documents.msnw [1]).
I have been asked to do exercise , to compare how faster completion of structure will be achieved by hydraulic climbing formwork for the core wall then in case when we use classic frame formwork for core wall.
Please advice for the production rates for self climbing system.
What can be proposed floor sequence?
Regards,
Stevan