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Corrugated steel plate buffering energy dissipation type multi-damping steel frame structure
The invention relates to a corrugated steel plate buffering energy dissipation type multi-damping steel frame structure, and belongs to the technical field of building structures. Comprising two steel column systems, a steel cross beam and a shear wall system, the two steel column systems are vertically arranged in parallel, and the bottom ends of the steel column systems are fixed to a foundation through steel column feet; the two parallel steel cross beams are perpendicularly welded between the two steel column systems and located at the upper ends and the lower ends of the steel column systems correspondingly, the steel column systems and the steel cross beams form a structural outer frame, and the shear wall system is arranged in the structural outer frame. The upper end and the lower end of the shear wall system are fixedly connected with the inner side of the steel beam through the rotating hinged support system, and the left end and the right end are fixedly connected with the inner side of the steel column system through damper structures. A steel corbel is arranged at the joint of the inner side of the steel beam and the steel column system, the horizontal section of the steel corbel is fixed to the inner side of the steel beam, and the vertical section of the steel corbel is fixed to the inner side of the steel column system.
本发明涉及一种波纹钢板缓冲耗能型多重阻尼钢框架结构,属于建筑结构技术领域;包括钢柱体系、钢横梁和剪力墙体系,所述钢柱体系竖直设置有相互平行的两块,且底端通过钢柱脚与地基固定;两块所述钢柱体系之间垂直焊接有相互平行的两根所述钢横梁,两根所述钢横梁分别位于所述钢柱体系上下两端,所述钢柱体系和钢横梁形成结构外框架,所述结构外框架内部设置有所述剪力墙体系,所述剪力墙体系上下两端通过转动铰支座体系与钢横梁内侧固定连接,左右两端通过阻尼器结构与钢柱体系内侧固定连接;所述钢横梁内侧与钢柱体系连接处设置有钢牛腿,所述钢牛腿水平段与钢横梁内侧固定,竖直段与钢柱体系内侧固定。
Corrugated steel plate buffering energy dissipation type multi-damping steel frame structure
The invention relates to a corrugated steel plate buffering energy dissipation type multi-damping steel frame structure, and belongs to the technical field of building structures. Comprising two steel column systems, a steel cross beam and a shear wall system, the two steel column systems are vertically arranged in parallel, and the bottom ends of the steel column systems are fixed to a foundation through steel column feet; the two parallel steel cross beams are perpendicularly welded between the two steel column systems and located at the upper ends and the lower ends of the steel column systems correspondingly, the steel column systems and the steel cross beams form a structural outer frame, and the shear wall system is arranged in the structural outer frame. The upper end and the lower end of the shear wall system are fixedly connected with the inner side of the steel beam through the rotating hinged support system, and the left end and the right end are fixedly connected with the inner side of the steel column system through damper structures. A steel corbel is arranged at the joint of the inner side of the steel beam and the steel column system, the horizontal section of the steel corbel is fixed to the inner side of the steel beam, and the vertical section of the steel corbel is fixed to the inner side of the steel column system.
本发明涉及一种波纹钢板缓冲耗能型多重阻尼钢框架结构,属于建筑结构技术领域;包括钢柱体系、钢横梁和剪力墙体系,所述钢柱体系竖直设置有相互平行的两块,且底端通过钢柱脚与地基固定;两块所述钢柱体系之间垂直焊接有相互平行的两根所述钢横梁,两根所述钢横梁分别位于所述钢柱体系上下两端,所述钢柱体系和钢横梁形成结构外框架,所述结构外框架内部设置有所述剪力墙体系,所述剪力墙体系上下两端通过转动铰支座体系与钢横梁内侧固定连接,左右两端通过阻尼器结构与钢柱体系内侧固定连接;所述钢横梁内侧与钢柱体系连接处设置有钢牛腿,所述钢牛腿水平段与钢横梁内侧固定,竖直段与钢柱体系内侧固定。
Corrugated steel plate buffering energy dissipation type multi-damping steel frame structure
一种波纹钢板缓冲耗能型多重阻尼钢框架结构
PAN JIAHUI (author) / LUO XIANLIANG (author) / LI XUETONG (author) / ZHANG XIAOYONG (author) / CHEN YU (author) / YE LIPING (author) / HUANG PINGBIAO (author) / WANG JIADONG (author) / WANG MIN (author) / DENG YANHANG (author)
2023-03-17
Patent
Electronic Resource
Chinese
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