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Connecting joint of steel reinforced concrete column and eccentric steel plate shear wall and construction method
The invention discloses a connection joint of a steel reinforced concrete column and an eccentric steel plate shear wall and a construction method, the connection joint comprises a frame column, the steel plate shear wall and a transfer connection structure, the steel plate shear wall is arranged on one side of a plane where the axis of the frame column is located, and the steel plate shear wall is connected with the frame column through the connection structure; the transfer connection structure comprises an upper connection node and a lateral connection node, the upper connection node is arranged at the top of the steel plate shear wall, the lateral connection node is arranged on the side face of the steel plate shear wall, and the upper connection node and the lateral connection node are both connected with the frame column. According to the transfer connection structure, the problems of connection and load transmission of the steel plate shear wall and the steel ribs in the frame column under the working condition that the steel plate shear wall and the steel ribs in the frame column do not intersect in the plane are solved, the structure formed by combining the upper connecting nodes and the lateral connecting nodes is adopted, and lateral deformation is limited through the overall rigidity of the structure; the connecting structure has the advantages of being stable, high in lateral stiffness and stable and safe in load transmission.
本发明公开了一种型钢混凝土柱与偏心钢板剪力墙的连接节点及施工方法，连接节点包括框架柱、钢板剪力墙和转接连接结构，钢板剪力墙设在框架柱轴线所处平面的一侧，通过连接结构与框架柱连接；转接连接结构包括上部连接节点和侧向连接节点，上部连接节点设在钢板剪力墙的顶部，侧向连接节点设在钢板剪力墙的侧面上，上部连接节点和侧向连接节点均与框架柱连接。本发明的转接连接结构解决了钢板剪力墙与框架柱内的钢骨在平面内不相交的工况下两者进行连接以及荷载传递的问题，并且采用上部连接节点和侧向连接节点组合的结构，利用上述结构的整体刚度限制侧向变形，具有连接结构稳定、抗侧刚度高、荷载传递稳定安全的优点。
Connecting joint of steel reinforced concrete column and eccentric steel plate shear wall and construction method
The invention discloses a connection joint of a steel reinforced concrete column and an eccentric steel plate shear wall and a construction method, the connection joint comprises a frame column, the steel plate shear wall and a transfer connection structure, the steel plate shear wall is arranged on one side of a plane where the axis of the frame column is located, and the steel plate shear wall is connected with the frame column through the connection structure; the transfer connection structure comprises an upper connection node and a lateral connection node, the upper connection node is arranged at the top of the steel plate shear wall, the lateral connection node is arranged on the side face of the steel plate shear wall, and the upper connection node and the lateral connection node are both connected with the frame column. According to the transfer connection structure, the problems of connection and load transmission of the steel plate shear wall and the steel ribs in the frame column under the working condition that the steel plate shear wall and the steel ribs in the frame column do not intersect in the plane are solved, the structure formed by combining the upper connecting nodes and the lateral connecting nodes is adopted, and lateral deformation is limited through the overall rigidity of the structure; the connecting structure has the advantages of being stable, high in lateral stiffness and stable and safe in load transmission.
本发明公开了一种型钢混凝土柱与偏心钢板剪力墙的连接节点及施工方法，连接节点包括框架柱、钢板剪力墙和转接连接结构，钢板剪力墙设在框架柱轴线所处平面的一侧，通过连接结构与框架柱连接；转接连接结构包括上部连接节点和侧向连接节点，上部连接节点设在钢板剪力墙的顶部，侧向连接节点设在钢板剪力墙的侧面上，上部连接节点和侧向连接节点均与框架柱连接。本发明的转接连接结构解决了钢板剪力墙与框架柱内的钢骨在平面内不相交的工况下两者进行连接以及荷载传递的问题，并且采用上部连接节点和侧向连接节点组合的结构，利用上述结构的整体刚度限制侧向变形，具有连接结构稳定、抗侧刚度高、荷载传递稳定安全的优点。
Connecting joint of steel reinforced concrete column and eccentric steel plate shear wall and construction method
型钢混凝土柱与偏心钢板剪力墙的连接节点及施工方法
LIU KUN (author) / SHI YING (author) / TAN JUN (author) / LIU JIANLONG (author) / WEN YAN (author) / FENG KAIYU (author) / GUO YANYU (author) / WAN ZHIFENG (author) / LIU SHUNYUAN (author)
2024-03-29
Patent
Electronic Resource
Chinese
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