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A platform for research: civil engineering, architecture and urbanism
Prefabricated floor slab-prefabricated shear wall connecting joint and construction method thereof
The invention discloses a prefabricated floor slab-prefabricated shear wall connecting joint and a construction method thereof. The prefabricated floor slab-prefabricated shear wall connecting joint comprises a lower shear wall, two prefabricated floor slabs, an upper shear wall, first bolts and second bolts. The lower shear wall and the upper shear wall are vertically arranged, a first steel plate and a second steel plate are correspondingly arranged on the upper end face of the lower shear wall and the lower end face of the upper shear wall, and bolt mounting grooves are formed in the two sides, close to the lower end face, of the upper shear wall. The two prefabricated floor slabs are horizontally arranged, the end parts of the two prefabricated floor slabs are located between the lower shear wall and the upper shear wall, the end parts of the two prefabricated floor slabs are connected through connecting pieces, third steel plates are arranged on the lower sides of the prefabricated floor slabs, and the third steel plates horizontally extend out of the connected ends of the prefabricated floor slabs; the first steel plate and the third steel plates are connected in a penetrating mode through the first bolts; and the second steel plate, the prefabricated floor slabs and the first steel plate are sequentially connected in a penetrating mode through the second bolts.
本发明公开了一种预制楼板‑预制剪力墙连接节点及其施工方法，包括下剪力墙、预制楼板、上剪力墙、第一螺栓和第二螺栓；下剪力墙和上剪力墙竖直设置，下剪力墙上端面和上剪力墙下端面分别设置有第一钢板和第二钢板，上剪力墙靠近下端面的两侧，设置有螺栓安装槽；预制楼板数量为两块，两块预制楼板水平设置且端部位于下剪力墙和上剪力墙之间，两块预制楼板通过连接件将端部连接，预制楼板下侧设置有第三钢板，第三钢板水平伸出预制楼板的被连接的一端；采用第一螺栓将第一钢板和第三钢板贯穿连接；采用第二螺栓依次将第二钢板、预制楼板和第一钢板贯穿连接。
Prefabricated floor slab-prefabricated shear wall connecting joint and construction method thereof
The invention discloses a prefabricated floor slab-prefabricated shear wall connecting joint and a construction method thereof. The prefabricated floor slab-prefabricated shear wall connecting joint comprises a lower shear wall, two prefabricated floor slabs, an upper shear wall, first bolts and second bolts. The lower shear wall and the upper shear wall are vertically arranged, a first steel plate and a second steel plate are correspondingly arranged on the upper end face of the lower shear wall and the lower end face of the upper shear wall, and bolt mounting grooves are formed in the two sides, close to the lower end face, of the upper shear wall. The two prefabricated floor slabs are horizontally arranged, the end parts of the two prefabricated floor slabs are located between the lower shear wall and the upper shear wall, the end parts of the two prefabricated floor slabs are connected through connecting pieces, third steel plates are arranged on the lower sides of the prefabricated floor slabs, and the third steel plates horizontally extend out of the connected ends of the prefabricated floor slabs; the first steel plate and the third steel plates are connected in a penetrating mode through the first bolts; and the second steel plate, the prefabricated floor slabs and the first steel plate are sequentially connected in a penetrating mode through the second bolts.
本发明公开了一种预制楼板‑预制剪力墙连接节点及其施工方法，包括下剪力墙、预制楼板、上剪力墙、第一螺栓和第二螺栓；下剪力墙和上剪力墙竖直设置，下剪力墙上端面和上剪力墙下端面分别设置有第一钢板和第二钢板，上剪力墙靠近下端面的两侧，设置有螺栓安装槽；预制楼板数量为两块，两块预制楼板水平设置且端部位于下剪力墙和上剪力墙之间，两块预制楼板通过连接件将端部连接，预制楼板下侧设置有第三钢板，第三钢板水平伸出预制楼板的被连接的一端；采用第一螺栓将第一钢板和第三钢板贯穿连接；采用第二螺栓依次将第二钢板、预制楼板和第一钢板贯穿连接。
Prefabricated floor slab-prefabricated shear wall connecting joint and construction method thereof
一种预制楼板-预制剪力墙连接节点及其施工方法
DUAN LIUXING (author)
2021-11-19
Patent
Electronic Resource
Chinese
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