A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Connecting joint of composite shear wall and floor slab and construction method of connecting joint
The invention relates to a connecting joint of a composite shear wall and a floor slab and a construction method of the connecting joint. The combined shear wall comprises shear wall concrete and encased steel plates arranged at intervals, and the shear wall concrete is arranged between the encased steel plates. T-shaped ribs are welded to the inner side of the outer wrapping steel plate at intervals and are vertically arranged in the height direction of the combined shear wall. Two outwards-extending end plates are welded to the outer side of the outer wrapping steel plate at intervals, and longitudinal steel bars of the reinforced concrete floor slab are welded to the opposite inner surfaces of the two outwards-extending end plates at intervals correspondingly. A plurality of studs are arranged at the welding positions, corresponding to the two outwards-extending end plates, of the inner side of the outer wrapping steel plate and are arranged at intervals in the length direction of the outwards-extending end plates. The concrete has better strength and lateral rigidity, and the construction performance is more excellent.
本申请涉及一种组合剪力墙与楼板的连接节点及其施工方法。组合剪力墙包括剪力墙混凝土和间隔设置的外包钢板，剪力墙混凝土设置在外包钢板之间；外包钢板的内侧间隔焊接有T型肋，T型肋沿着组合剪力墙的高度方向竖向设置；外包钢板的外侧间隔焊接有两个外伸端板，钢筋混凝土楼板的纵向钢筋分别间隔焊接于两个外伸端板的相对内表面上；外包钢板的内侧、与两个外伸端板分别对应的焊接位置处设置有多个栓钉，多个栓钉沿着外伸端板的长度方向间隔设置。本申请具有更好的强度和侧向刚度，施工性能更加优异。
Connecting joint of composite shear wall and floor slab and construction method of connecting joint
The invention relates to a connecting joint of a composite shear wall and a floor slab and a construction method of the connecting joint. The combined shear wall comprises shear wall concrete and encased steel plates arranged at intervals, and the shear wall concrete is arranged between the encased steel plates. T-shaped ribs are welded to the inner side of the outer wrapping steel plate at intervals and are vertically arranged in the height direction of the combined shear wall. Two outwards-extending end plates are welded to the outer side of the outer wrapping steel plate at intervals, and longitudinal steel bars of the reinforced concrete floor slab are welded to the opposite inner surfaces of the two outwards-extending end plates at intervals correspondingly. A plurality of studs are arranged at the welding positions, corresponding to the two outwards-extending end plates, of the inner side of the outer wrapping steel plate and are arranged at intervals in the length direction of the outwards-extending end plates. The concrete has better strength and lateral rigidity, and the construction performance is more excellent.
本申请涉及一种组合剪力墙与楼板的连接节点及其施工方法。组合剪力墙包括剪力墙混凝土和间隔设置的外包钢板，剪力墙混凝土设置在外包钢板之间；外包钢板的内侧间隔焊接有T型肋，T型肋沿着组合剪力墙的高度方向竖向设置；外包钢板的外侧间隔焊接有两个外伸端板，钢筋混凝土楼板的纵向钢筋分别间隔焊接于两个外伸端板的相对内表面上；外包钢板的内侧、与两个外伸端板分别对应的焊接位置处设置有多个栓钉，多个栓钉沿着外伸端板的长度方向间隔设置。本申请具有更好的强度和侧向刚度，施工性能更加优异。
Connecting joint of composite shear wall and floor slab and construction method of connecting joint
一种组合剪力墙与楼板的连接节点及其施工方法
CHEN CAIHUA (author) / QIU SHENGYUAN (author) / ZHANG LEI (author) / CUI MINGZHE (author) / ZHAO YINGQI (author) / WANG BAIXIANG (author)
2023-12-22
Patent
Electronic Resource
Chinese
Connecting joint of steel plate composite shear wall and floor slab
| European Patent Office | 2023
| European Patent Office | 2024
Prefabricated floor slab-prefabricated shear wall connecting joint and construction method thereof
| European Patent Office | 2021
| European Patent Office | 2023
Composite floor slab and connecting joint structure thereof
| European Patent Office | 2021