A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Steel frame concrete shear wall composite structure
The invention discloses a steel frame concrete shear wall composite structure. Steel columns and steel beams of a steel frame are connected with gusset plates through welding seams, embedded steel external members are arranged on the periphery of a prefabricated concrete shear wall, the positions of the embedded steel external members correspond to the arrangement positions of the gusset plates on the steel frame, the prefabricated concrete shear wall is embedded into the steel frame, and the embedded steel external members are attached to the gusset plates and are connected with the gusset plates through friction type high-strength bolts. According to the steel frame concrete shear wall composite structure, a steel frame lateral force resisting system is flexible in arrangement, the space utilization rate of the structure is increased, the field assembly degree is higher, construction is faster, the stress of the structure is clear, the energy dissipation capacity is high, and popularization of an assembly type steel structure building is better facilitated.
本发明公开了一种钢框架混凝土剪力墙组合结构。所述钢框架的钢柱与钢梁均与节点板通过焊缝相连，预制混凝土剪力墙四周设置预埋钢套件，预埋钢套件的位置与钢框架上的节点板布置的位置相对应，预制混凝土剪力墙嵌入钢框架内部，预埋钢套件与节点板贴合并通过摩擦型高强螺栓连接。本发明钢框架抗侧力体系布置的灵活性，提高了结构的空间利用率，现场装配程度更高，施工更快，结构的受力明确耗能能力强，更利于装配式钢结构建筑的推广。
Steel frame concrete shear wall composite structure
The invention discloses a steel frame concrete shear wall composite structure. Steel columns and steel beams of a steel frame are connected with gusset plates through welding seams, embedded steel external members are arranged on the periphery of a prefabricated concrete shear wall, the positions of the embedded steel external members correspond to the arrangement positions of the gusset plates on the steel frame, the prefabricated concrete shear wall is embedded into the steel frame, and the embedded steel external members are attached to the gusset plates and are connected with the gusset plates through friction type high-strength bolts. According to the steel frame concrete shear wall composite structure, a steel frame lateral force resisting system is flexible in arrangement, the space utilization rate of the structure is increased, the field assembly degree is higher, construction is faster, the stress of the structure is clear, the energy dissipation capacity is high, and popularization of an assembly type steel structure building is better facilitated.
本发明公开了一种钢框架混凝土剪力墙组合结构。所述钢框架的钢柱与钢梁均与节点板通过焊缝相连，预制混凝土剪力墙四周设置预埋钢套件，预埋钢套件的位置与钢框架上的节点板布置的位置相对应，预制混凝土剪力墙嵌入钢框架内部，预埋钢套件与节点板贴合并通过摩擦型高强螺栓连接。本发明钢框架抗侧力体系布置的灵活性，提高了结构的空间利用率，现场装配程度更高，施工更快，结构的受力明确耗能能力强，更利于装配式钢结构建筑的推广。
Steel frame concrete shear wall composite structure
一种钢框架混凝土剪力墙组合结构
XU ZENGWU (author) / HE JIE (author) / ZHU YAPENG (author) / MA TAO (author) / LI YONG (author)
2021-04-20
Patent
Electronic Resource
Chinese
Steel-concrete composite structure frame-cast-in-place concrete shear wall structure system
| European Patent Office | 2020
| European Patent Office | 2020