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Fabricated anti-seismic shear wall
The invention relates to the technical field of construction of shear walls, in particular to a fabricated anti-seismic shear wall which comprises a base, a plurality of wall modules and connecting ribs, the wall modules and the connecting ribs are oppositely arranged, and the wall modules are arranged in the length direction of the base. Each group of wall modules comprises a plurality of wall modules arranged in the vertical direction, the adjacent wall modules are connected with each other, the lower wall module in the vertical direction is connected with the base, the connecting ribs are arranged opposite to the wall modules, the axial direction of the connecting ribs is arranged in the vertical direction, and the connecting ribs penetrate through the wall modules; through holes allowing the connecting ribs to penetrate through are formed in the wall body modules, the diameter of the through holes is larger than the section diameter of the connecting ribs, the adjacent connecting ribs are connected through the connecting assemblies, the connecting ribs located on the lower portion in the vertical direction are connected with the base through the connecting assemblies, and the fabricated shear wall has the effect of facilitating construction of the fabricated shear wall.
本申请涉及剪力墙的施工技术领域,尤其是涉及一种装配式抗震剪力墙,其包括底座、墙体模块和连接筋,墙体模块与连接筋相对设置,墙体模块设置有多组,多组墙体模块沿底座的长度方向设置,每组墙体模块包括多个沿竖直方向排列的墙体模块,相邻的墙体模块之间相互连接,竖直方向上位于下方的墙体模块与底座连接,连接筋与墙体模块相对设置,连接筋的轴向沿竖直方向设置,连接筋贯穿墙体模块,墙体模块上设置有供连接筋贯穿的通孔,通孔的直径大于连接筋的截面直径,相邻的连接筋之间通过连接组件连接,竖直方向上位于下方的连接筋与底座也通过连接组件连接,本申请具有便于装配式剪力墙的筑造的效果。
Fabricated anti-seismic shear wall
The invention relates to the technical field of construction of shear walls, in particular to a fabricated anti-seismic shear wall which comprises a base, a plurality of wall modules and connecting ribs, the wall modules and the connecting ribs are oppositely arranged, and the wall modules are arranged in the length direction of the base. Each group of wall modules comprises a plurality of wall modules arranged in the vertical direction, the adjacent wall modules are connected with each other, the lower wall module in the vertical direction is connected with the base, the connecting ribs are arranged opposite to the wall modules, the axial direction of the connecting ribs is arranged in the vertical direction, and the connecting ribs penetrate through the wall modules; through holes allowing the connecting ribs to penetrate through are formed in the wall body modules, the diameter of the through holes is larger than the section diameter of the connecting ribs, the adjacent connecting ribs are connected through the connecting assemblies, the connecting ribs located on the lower portion in the vertical direction are connected with the base through the connecting assemblies, and the fabricated shear wall has the effect of facilitating construction of the fabricated shear wall.
本申请涉及剪力墙的施工技术领域,尤其是涉及一种装配式抗震剪力墙,其包括底座、墙体模块和连接筋,墙体模块与连接筋相对设置,墙体模块设置有多组,多组墙体模块沿底座的长度方向设置,每组墙体模块包括多个沿竖直方向排列的墙体模块,相邻的墙体模块之间相互连接,竖直方向上位于下方的墙体模块与底座连接,连接筋与墙体模块相对设置,连接筋的轴向沿竖直方向设置,连接筋贯穿墙体模块,墙体模块上设置有供连接筋贯穿的通孔,通孔的直径大于连接筋的截面直径,相邻的连接筋之间通过连接组件连接,竖直方向上位于下方的连接筋与底座也通过连接组件连接,本申请具有便于装配式剪力墙的筑造的效果。
Fabricated anti-seismic shear wall
一种装配式抗震剪力墙
YANG JUNPING (author) / LIU JIANGBO (author) / XI WEIXING (author) / NI MIN (author) / ZHANG JUN (author) / BIAN YAZHEN (author) / YIN MING (author) / WANG JUE (author) / FU XINXIA (author)
2023-06-02
Patent
Electronic Resource
Chinese
Quickly-connected anti-seismic fabricated shear wall structure and method
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