FIELD: construction.
SUBSTANCE: invention relates to a method of connecting composite column to foundation. Method of rigid connection self-stressed composite column, having no base, with reinforced concrete foundation is started with installation of steel column on the foundation, in which there are anchor rods. In the body of string pierced holes according to location of anchor rods. Column is equipped with longitudinal split couplings. Column is installed on foundation in design position by means of retainer teeth. After installation of string in design position are longitudinally split coupling, the body of the column is filled with self-stressed concrete. For connection of the column with foundation longitudinally split couplings made with due allowance for configuration of anchor rods are used.
EFFECT: technical result consists in reduction of labour hours during assembly.
1 cl, 3 dwg
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