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Buffering connection structure of steel structure roof and curtain wall steel structure and construction method
The invention relates to a buffering connection structure of a steel structure roof and a curtain wall steel structure and a construction method, and the buffering connection structure comprises a plurality of rocker arms which are distributed at intervals in the horizontal direction of the curtain wall steel structure and are obliquely arranged, the bottom end of the rocker arm is hinged to the top of the curtain wall steel structure through a first hinge shaft, and the top end of the rocker arm is hinged to the bottom of the steel structure roof through a second hinge shaft. Under the conditions of earthquakes and other variable loads, relative displacement is generated between the steel structure roof and the curtain wall steel structure, the rocker arm is hinged to the steel structure roof, and the rocker arm is hinged to the curtain wall steel structure, so that the rocker arm can rotate and displace to reduce horizontal and vertical seismic waves, the purpose of damping is achieved, and the service life of the steel structure roof and the curtain wall steel structure is prolonged. The stability of a steel structure roof and a curtain wall steel structure under an earthquake is guaranteed, the safety performance of the structure is improved, and the safety of personnel in a large building is guaranteed.
本发明涉及一种钢结构屋盖与幕墙钢结构的缓冲连接结构及施工方法,包括:沿所述幕墙钢结构的水平方向间隔分布且呈倾斜设置的若干个摇臂,所述摇臂的底端通过第一铰接轴铰接连接于所述幕墙钢结构的顶部且顶端通过第二铰接轴铰接连接于所述钢结构屋盖的底部。在地震及其他可变荷载情况下,钢结构屋盖与幕墙钢结构之间产生相对位移,由于摇臂与钢结构屋盖之间、摇臂与幕墙钢结构之间均为铰接连接,使得摇臂能够发生一定的转动和位移来消减水平及竖向地震波,起到减震目的,保证地震下钢结构屋盖的及幕墙钢结构的稳定性,提高结构的安全性能,保证大型建筑内人员安全。
Buffering connection structure of steel structure roof and curtain wall steel structure and construction method
The invention relates to a buffering connection structure of a steel structure roof and a curtain wall steel structure and a construction method, and the buffering connection structure comprises a plurality of rocker arms which are distributed at intervals in the horizontal direction of the curtain wall steel structure and are obliquely arranged, the bottom end of the rocker arm is hinged to the top of the curtain wall steel structure through a first hinge shaft, and the top end of the rocker arm is hinged to the bottom of the steel structure roof through a second hinge shaft. Under the conditions of earthquakes and other variable loads, relative displacement is generated between the steel structure roof and the curtain wall steel structure, the rocker arm is hinged to the steel structure roof, and the rocker arm is hinged to the curtain wall steel structure, so that the rocker arm can rotate and displace to reduce horizontal and vertical seismic waves, the purpose of damping is achieved, and the service life of the steel structure roof and the curtain wall steel structure is prolonged. The stability of a steel structure roof and a curtain wall steel structure under an earthquake is guaranteed, the safety performance of the structure is improved, and the safety of personnel in a large building is guaranteed.
本发明涉及一种钢结构屋盖与幕墙钢结构的缓冲连接结构及施工方法,包括:沿所述幕墙钢结构的水平方向间隔分布且呈倾斜设置的若干个摇臂,所述摇臂的底端通过第一铰接轴铰接连接于所述幕墙钢结构的顶部且顶端通过第二铰接轴铰接连接于所述钢结构屋盖的底部。在地震及其他可变荷载情况下,钢结构屋盖与幕墙钢结构之间产生相对位移,由于摇臂与钢结构屋盖之间、摇臂与幕墙钢结构之间均为铰接连接,使得摇臂能够发生一定的转动和位移来消减水平及竖向地震波,起到减震目的,保证地震下钢结构屋盖的及幕墙钢结构的稳定性,提高结构的安全性能,保证大型建筑内人员安全。
Buffering connection structure of steel structure roof and curtain wall steel structure and construction method
钢结构屋盖与幕墙钢结构的缓冲连接结构及施工方法
TANG GUOQING (author) / SI NINGQIANG (author) / MAHATI YEHOFEN (author) / CHEN LUN (author) / HE BOSEN (author) / MA PENGXIANG (author)
2022-11-25
Patent
Electronic Resource
Chinese
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