FIELD: construction.
SUBSTANCE: in the offered technical solution first the vertical diaphragms are installed on the base and fixed to it the design position, then to vertical diaphragms external and internal formwork panels are alternately attached, besides the vertical diaphragm is implemented in the form of space truss from light steel thin-walled structures with C-shaped profile in the elements of which the holes are made for placement of additional bearing fittings, and external and internal formwork panels are made from universal modular elements, each universal modular element is implemented in cross section in the form of open trapeze the small base of which is the base shelf, and the large base of the trapeze is made open with flangings, and external and internal formwork panels are assembled symmetric with reference to each other for this purpose universal modular elements by the small base shelves are arranged towards to each other, and by the larger bases - towards outside.
EFFECT: increase of productivity of operation, labour input decrease, decrease of consumption of concrete mix with preservation of pre-set bearing ability during erection of monolithic walls.
5 dwg
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Authors
Dates
2015-09-20—Published
2014-05-23—Filed