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Anti-seismic high-toughness shear wall structure and construction method thereof
The invention discloses an anti-seismic high-toughness shear wall structure and a construction method thereof.The anti-seismic high-toughness shear wall structure comprises a shear wall body, a reinforcing assembly and a connecting assembly, first longitudinal ribs are arranged on a base of the shear wall body, the first longitudinal ribs are evenly sleeved with transverse hoop reinforcing bars, and the transverse hoop reinforcing bars are evenly sleeved with first stirrups and second stirrups. The first stirrup and the second stirrup are used for preliminarily reinforcing the stability of the shear wall, and then the reinforcing assembly is used for secondary reinforcement, so that the anti-seismic toughness of the shear wall is effectively improved; the shear wall structures are connected through the connecting assemblies, and the situation that the stability and reliability of the shear wall are affected due to bolt looseness is avoided; the concrete is vibrated compactly after being poured, it is ensured that the concrete is compact and free of bubbles, deformation caused by shrinkage and creep of the concrete is reduced, parameters such as perpendicularity, flatness and displacement of a wall are monitored, it is found that deformation exceeds an allowable range or abnormity exists, treatment can be conducted in time, and the situation that the subsequent construction or the anti-seismic effect of a shear wall is affected is avoided.
本发明公开了一种抗震高韧性的剪力墙结构及其施工方法,包括剪力墙体、加固组件和连接组件,剪力墙体的基底上设置有第一纵向筋,第一纵向筋上均匀套接有横向环箍配筋,横向环箍配筋上均匀套接有第一箍筋和第二箍筋,本发明,利用第一箍筋和第二箍筋初步加强剪力墙的稳定性,然后通过加固组件进行二次加固,有效提高了剪力墙的抗震韧性;利用连接组件将剪力墙结构连接,避免了因螺栓松动而影响剪力墙的稳定性和可靠性;混凝土浇筑后振捣密实,确保混凝土密实无气泡,减少因混凝土收缩和徐变引起的形变,对墙体的垂直度、平整度、位移等参数进行监测,发现形变超出允许范围或存在异常能够及时处理,避免影响后续施工或剪力墙的抗震效果。
Anti-seismic high-toughness shear wall structure and construction method thereof
The invention discloses an anti-seismic high-toughness shear wall structure and a construction method thereof.The anti-seismic high-toughness shear wall structure comprises a shear wall body, a reinforcing assembly and a connecting assembly, first longitudinal ribs are arranged on a base of the shear wall body, the first longitudinal ribs are evenly sleeved with transverse hoop reinforcing bars, and the transverse hoop reinforcing bars are evenly sleeved with first stirrups and second stirrups. The first stirrup and the second stirrup are used for preliminarily reinforcing the stability of the shear wall, and then the reinforcing assembly is used for secondary reinforcement, so that the anti-seismic toughness of the shear wall is effectively improved; the shear wall structures are connected through the connecting assemblies, and the situation that the stability and reliability of the shear wall are affected due to bolt looseness is avoided; the concrete is vibrated compactly after being poured, it is ensured that the concrete is compact and free of bubbles, deformation caused by shrinkage and creep of the concrete is reduced, parameters such as perpendicularity, flatness and displacement of a wall are monitored, it is found that deformation exceeds an allowable range or abnormity exists, treatment can be conducted in time, and the situation that the subsequent construction or the anti-seismic effect of a shear wall is affected is avoided.
本发明公开了一种抗震高韧性的剪力墙结构及其施工方法,包括剪力墙体、加固组件和连接组件,剪力墙体的基底上设置有第一纵向筋,第一纵向筋上均匀套接有横向环箍配筋,横向环箍配筋上均匀套接有第一箍筋和第二箍筋,本发明,利用第一箍筋和第二箍筋初步加强剪力墙的稳定性,然后通过加固组件进行二次加固,有效提高了剪力墙的抗震韧性;利用连接组件将剪力墙结构连接,避免了因螺栓松动而影响剪力墙的稳定性和可靠性;混凝土浇筑后振捣密实,确保混凝土密实无气泡,减少因混凝土收缩和徐变引起的形变,对墙体的垂直度、平整度、位移等参数进行监测,发现形变超出允许范围或存在异常能够及时处理,避免影响后续施工或剪力墙的抗震效果。
Anti-seismic high-toughness shear wall structure and construction method thereof
一种抗震高韧性的剪力墙结构及其施工方法
SONG XIAOLIANG (author) / HU CHENGJUN (author) / XIE BO (author)
2024-11-26
Patent
Electronic Resource
Chinese
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