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A platform for research: civil engineering, architecture and urbanism
Shear wall vertical seam splicing structure and construction method
The invention provides a shear wall vertical seam splicing structure and a construction method. The shear wall vertical seam splicing structure comprises a plurality of first pre-buried assemblies, a plurality of second pre-buried assemblies, a plurality of third pre-buried assemblies, a plurality of anchoring clamps and a plurality of steel strands, wherein the first pre-buried assemblies, the second pre-buried assemblies, the third pre-buried assemblies, the anchoring clamps and the steel strands are pre-buried on a first shear wall to be spliced and a second shear wall to be spliced; the two ends of the steel strand are connected with the first embedded assembly of the first shear wall and the third embedded assembly of the second shear wall correspondingly. And the two ends of the steel strand are connected with the first pre-embedded assembly of the second shear wall and the third pre-embedded assembly of the first shear wall correspondingly, positioning is achieved through the second pre-embedded assembly, the steel strand is fixed through an anchoring clamp, and rapid splicing of the first shear wall and the second shear wall is achieved through cross anchoring of the steel strand. The problem that in the prior art, an assembly type shear wall connecting structure is low in installation efficiency can be solved.
本发明提供了一种剪力墙竖缝拼接结构及施工方法，剪力墙竖缝拼接结构包括：预埋在在待拼接的第一剪力墙、第二剪力墙上的若干第一预埋组件、若干第二预埋组件、若干第三预埋组件、若干锚固夹具和若干钢绞线；所述钢绞线的两端分别连接第一剪力墙的所述第一预埋组件、第二剪力墙的所述第三预埋组件；以及所述钢绞线的两端分别连接第二剪力墙的所述第一预埋组件、第一剪力墙的所述第三预埋组件，采用第二预埋组件实现定位，锚固夹具对钢绞线进行固定，通过钢绞线的交叉锚固实现第一剪力墙、第二剪力墙的快速拼接，能够解决现有技术装配式剪力墙连接结构安装效率低下的问题。
Shear wall vertical seam splicing structure and construction method
The invention provides a shear wall vertical seam splicing structure and a construction method. The shear wall vertical seam splicing structure comprises a plurality of first pre-buried assemblies, a plurality of second pre-buried assemblies, a plurality of third pre-buried assemblies, a plurality of anchoring clamps and a plurality of steel strands, wherein the first pre-buried assemblies, the second pre-buried assemblies, the third pre-buried assemblies, the anchoring clamps and the steel strands are pre-buried on a first shear wall to be spliced and a second shear wall to be spliced; the two ends of the steel strand are connected with the first embedded assembly of the first shear wall and the third embedded assembly of the second shear wall correspondingly. And the two ends of the steel strand are connected with the first pre-embedded assembly of the second shear wall and the third pre-embedded assembly of the first shear wall correspondingly, positioning is achieved through the second pre-embedded assembly, the steel strand is fixed through an anchoring clamp, and rapid splicing of the first shear wall and the second shear wall is achieved through cross anchoring of the steel strand. The problem that in the prior art, an assembly type shear wall connecting structure is low in installation efficiency can be solved.
本发明提供了一种剪力墙竖缝拼接结构及施工方法，剪力墙竖缝拼接结构包括：预埋在在待拼接的第一剪力墙、第二剪力墙上的若干第一预埋组件、若干第二预埋组件、若干第三预埋组件、若干锚固夹具和若干钢绞线；所述钢绞线的两端分别连接第一剪力墙的所述第一预埋组件、第二剪力墙的所述第三预埋组件；以及所述钢绞线的两端分别连接第二剪力墙的所述第一预埋组件、第一剪力墙的所述第三预埋组件，采用第二预埋组件实现定位，锚固夹具对钢绞线进行固定，通过钢绞线的交叉锚固实现第一剪力墙、第二剪力墙的快速拼接，能够解决现有技术装配式剪力墙连接结构安装效率低下的问题。
Shear wall vertical seam splicing structure and construction method
一种剪力墙竖缝拼接结构及施工方法
LIU HUILING (author) / WU HUA (author) / ZHANG XIAOCHEN (author) / LIU PENG (author) / HONG XING (author) / CHEN YONG (author) / LIN LIANGMAO (author) / SHEN TAO (author) / XIE YUFENG (author) / YAN ZIKUN (author)
2024-12-17
Patent
Electronic Resource
Chinese
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