FIELD: building, particularly joint between columns and floor panels of multi-story civil buildings having cast-in-place girderless frame.
SUBSTANCE: method involves providing horizontal collar plate with central orifice equal to outer perimeter of working corner reinforcing column rods and with a number of rectangular orifices located along plate perimeter; placing above plate on column so that plate extends a distance h from column perimeter from each side thereof, wherein h is equal to floor panel thickness. Horizontal plate has extensions having vertical suspension straps directed perpendicular to column perimeter and welded thereto at an angle of 60o into the joint. Vertical suspension straps are rigidly connected to upper and lower rods of main floor reinforcement extending perpendicular one to another and form three-dimensional joint frame.
EFFECT: increased load-bearing capacity of joint connecting floor panel with column, reduced operational costs.
4 dwg
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Authors
Dates
2005-01-10—Published
2003-04-30—Filed