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Double-steel-plate composite shear wall connected through one-way bolts and manufacturing method of double-steel-plate composite shear wall
The invention discloses a double-steel-plate composite shear wall connected through one-way bolts and a manufacturing method of the double-steel-plate composite shear wall. The first peripheral steel plate and the second peripheral steel plate are arranged in parallel in a spaced mode, the two lateral assemblies are arranged on the two sides of the first peripheral steel plate correspondingly, the first peripheral steel plate, the second peripheral steel plate and the two lateral assemblies are sequentially connected end to end to define a hollow steel plate shear wall body, and the shear-resisting piece assembly array is located in the steel plate shear wall body. Concrete is poured in the wall body of the steel plate shear wall, the two anti-shear pieces are perpendicularly connected to the two peripheral steel plates respectively, one end of each one-way screw connecting piece is connected to the corresponding anti-shear piece, and the other end of each one-way screw connecting piece penetrates through the corresponding hole and then is connected to the corresponding peripheral steel plate. According to the shear-resistant piece, the stress mode of a flat steel plate can be converted into a T-shaped steel plate, the section turning radius is greatly increased, the stress performance of a double-steel-plate combined shear wall is improved, the one-way screw connecting piece is welded to the steel plate piece, butt joint and assembly of the two steel plates are facilitated, and the installation alignment precision is reduced.
本发明公开了一种单向螺栓连接的双钢板组合剪力墙及其制作方法。第一外围钢板、第二外围钢板之间平行间隔设置,两个侧向组件分别设置在第一外围钢板的两侧第一外围钢板、第二外围钢板和两个侧向组件之间依次首尾相连围成空心的钢板剪力墙墙体,抗剪件组合件阵列位于钢板剪力墙墙体的内部,钢板剪力墙墙体内浇筑有混凝土,两个抗剪件分别垂于连接于两个外围钢板上,单向螺杆连接件的一端连接于抗剪件,另一端穿设过孔洞后连接于外围钢板上。本发明的抗剪件可以将平钢板的受力模式转化为T形钢板,大大提高截面回转半径,改善双钢板组合剪力墙的受力性能,单向螺杆连接件焊接在钢板件上,便于两块钢板对接拼装,降低安装对准精度。
Double-steel-plate composite shear wall connected through one-way bolts and manufacturing method of double-steel-plate composite shear wall
The invention discloses a double-steel-plate composite shear wall connected through one-way bolts and a manufacturing method of the double-steel-plate composite shear wall. The first peripheral steel plate and the second peripheral steel plate are arranged in parallel in a spaced mode, the two lateral assemblies are arranged on the two sides of the first peripheral steel plate correspondingly, the first peripheral steel plate, the second peripheral steel plate and the two lateral assemblies are sequentially connected end to end to define a hollow steel plate shear wall body, and the shear-resisting piece assembly array is located in the steel plate shear wall body. Concrete is poured in the wall body of the steel plate shear wall, the two anti-shear pieces are perpendicularly connected to the two peripheral steel plates respectively, one end of each one-way screw connecting piece is connected to the corresponding anti-shear piece, and the other end of each one-way screw connecting piece penetrates through the corresponding hole and then is connected to the corresponding peripheral steel plate. According to the shear-resistant piece, the stress mode of a flat steel plate can be converted into a T-shaped steel plate, the section turning radius is greatly increased, the stress performance of a double-steel-plate combined shear wall is improved, the one-way screw connecting piece is welded to the steel plate piece, butt joint and assembly of the two steel plates are facilitated, and the installation alignment precision is reduced.
本发明公开了一种单向螺栓连接的双钢板组合剪力墙及其制作方法。第一外围钢板、第二外围钢板之间平行间隔设置,两个侧向组件分别设置在第一外围钢板的两侧第一外围钢板、第二外围钢板和两个侧向组件之间依次首尾相连围成空心的钢板剪力墙墙体,抗剪件组合件阵列位于钢板剪力墙墙体的内部,钢板剪力墙墙体内浇筑有混凝土,两个抗剪件分别垂于连接于两个外围钢板上,单向螺杆连接件的一端连接于抗剪件,另一端穿设过孔洞后连接于外围钢板上。本发明的抗剪件可以将平钢板的受力模式转化为T形钢板,大大提高截面回转半径,改善双钢板组合剪力墙的受力性能,单向螺杆连接件焊接在钢板件上,便于两块钢板对接拼装,降低安装对准精度。
Double-steel-plate composite shear wall connected through one-way bolts and manufacturing method of double-steel-plate composite shear wall
一种单向螺栓连接的双钢板组合剪力墙及其制作方法
FU BO (Autor:in) / TONG GENSHU (Autor:in) / LI NA (Autor:in) / LIN CHENHAO (Autor:in) / LI ZIJIE (Autor:in)
11.10.2024
Patent
Elektronische Ressource
Chinesisch
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