Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Side plate type connection joint for steel beam and steel tube beam concrete shear wall
The invention relates to a side plate type connection joint for a steel beam and steel tube beam concrete shear wall, which has fast construction and high strength. The end part of a steel beam is connected with the end part of a steel tube beam combination structural component of the shear wall, and the outer surfaces of the left flange and the right flange at the end part of the steel tube beam combination structural component are respectively connected with an upper flange connecting plate and a lower flange connecting plate. The upper flange connecting plate and the lower flange connecting plate extend to the end part direction of the steel tube beam combination structural component for a distance to form a picking-out part, and the picking-out part of the upper flange connecting plate and the lower flange connecting plate is connected with a reserved bracket which is provided with an upper bracket flange plate, a bracket web plate and a lower bracket flange plate. The end part of the steel beam is welded to the upper bracket flange plate through the upper steel beam flange plate, a lower steel beam flange plate is welded to the lower bracket flange plate, and a steel beam web plate is connected to the outer end of the reserved bracket in a combination way of connecting the bracket web plate. The side plate type connection joint is used for the connection of the steel beam and steel tube beam concrete shear wall.
Side plate type connection joint for steel beam and steel tube beam concrete shear wall
The invention relates to a side plate type connection joint for a steel beam and steel tube beam concrete shear wall, which has fast construction and high strength. The end part of a steel beam is connected with the end part of a steel tube beam combination structural component of the shear wall, and the outer surfaces of the left flange and the right flange at the end part of the steel tube beam combination structural component are respectively connected with an upper flange connecting plate and a lower flange connecting plate. The upper flange connecting plate and the lower flange connecting plate extend to the end part direction of the steel tube beam combination structural component for a distance to form a picking-out part, and the picking-out part of the upper flange connecting plate and the lower flange connecting plate is connected with a reserved bracket which is provided with an upper bracket flange plate, a bracket web plate and a lower bracket flange plate. The end part of the steel beam is welded to the upper bracket flange plate through the upper steel beam flange plate, a lower steel beam flange plate is welded to the lower bracket flange plate, and a steel beam web plate is connected to the outer end of the reserved bracket in a combination way of connecting the bracket web plate. The side plate type connection joint is used for the connection of the steel beam and steel tube beam concrete shear wall.
Side plate type connection joint for steel beam and steel tube beam concrete shear wall
CHEN YONGGAN (Autor:in) / HU LILI (Autor:in) / BU KE (Autor:in) / FU BO (Autor:in) / CHEN MENGXIN (Autor:in) / YI JIANWEN (Autor:in)
23.12.2015
Patent
Elektronische Ressource
Englisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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