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A platform for research: civil engineering, architecture and urbanism
Assembly type concrete shear wall box type steel connecting structure and method
The invention relates to a fabricated concrete shear wall box-shaped steel connecting structure and method.An upper shear wall and a lower shear wall of the structure are fixedly connected through a connecting joint, the connecting joint comprises embedded box-shaped steel, embedded channel steel and high-strength bolts, the bottom of the upper shear wall is fixedly connected to the embedded box-shaped steel, and the bottom of the lower shear wall is fixedly connected to the embedded channel steel; the top of the lower shear wall is fixedly connected to the embedded channel steel, and the upper shear wall and the lower shear wall are fixedly connected together through the embedded box type steel and the embedded channel steel by means of high-strength bolts through a bolt hole array in the embedded box type steel and a second bolt hole array in the embedded channel steel. According to the technical scheme, assembly is easy, efficiency is high, disassembly is convenient, and the complexity of vertical connection of the assembly type concrete shear wall structure is greatly simplified.
本发明涉及一种装配式混凝土剪力墙箱型钢连接结构及方法，该结构的所述上剪力墙与下剪力墙之间通过连接节点固定连接，所述连接节点包括预埋箱型钢、预埋槽钢及高强螺栓，所述上剪力墙底部固定连接在所述预埋箱型钢上，所述下剪力墙顶部固定连接在所述预埋槽钢上，所述预埋箱型钢与所述预埋槽钢采用高强螺栓通过所述预埋箱型钢上的螺栓孔阵列和所述预埋槽钢上的第二螺栓孔阵列将所述上剪力墙和下剪力墙固定连接在一起。本发明的技术方案装配简单、效率高、拆除方便，大大简化了装配式混凝土剪力墙结构竖向连接的复杂性。
Assembly type concrete shear wall box type steel connecting structure and method
The invention relates to a fabricated concrete shear wall box-shaped steel connecting structure and method.An upper shear wall and a lower shear wall of the structure are fixedly connected through a connecting joint, the connecting joint comprises embedded box-shaped steel, embedded channel steel and high-strength bolts, the bottom of the upper shear wall is fixedly connected to the embedded box-shaped steel, and the bottom of the lower shear wall is fixedly connected to the embedded channel steel; the top of the lower shear wall is fixedly connected to the embedded channel steel, and the upper shear wall and the lower shear wall are fixedly connected together through the embedded box type steel and the embedded channel steel by means of high-strength bolts through a bolt hole array in the embedded box type steel and a second bolt hole array in the embedded channel steel. According to the technical scheme, assembly is easy, efficiency is high, disassembly is convenient, and the complexity of vertical connection of the assembly type concrete shear wall structure is greatly simplified.
本发明涉及一种装配式混凝土剪力墙箱型钢连接结构及方法，该结构的所述上剪力墙与下剪力墙之间通过连接节点固定连接，所述连接节点包括预埋箱型钢、预埋槽钢及高强螺栓，所述上剪力墙底部固定连接在所述预埋箱型钢上，所述下剪力墙顶部固定连接在所述预埋槽钢上，所述预埋箱型钢与所述预埋槽钢采用高强螺栓通过所述预埋箱型钢上的螺栓孔阵列和所述预埋槽钢上的第二螺栓孔阵列将所述上剪力墙和下剪力墙固定连接在一起。本发明的技术方案装配简单、效率高、拆除方便，大大简化了装配式混凝土剪力墙结构竖向连接的复杂性。
Assembly type concrete shear wall box type steel connecting structure and method
一种装配式混凝土剪力墙箱型钢连接结构及方法
WU ZHIPING (author) / OUYANG XIAOJIAN (author) / HU DAZHU (author) / ZHAO JUAN (author) / LI YAN (author)
2022-07-01
Patent
Electronic Resource
Chinese
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