A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Truss type panel-embedded cold-formed steel shear wall and manufacturing method
The invention provides a truss type panel-embedded cold-formed steel shear wall and a manufacturing method. The shear wall comprises a panel, combined truss stand columns and combined guide rails, wherein the panel is located in the center of the shear wall; the combined truss stand columns and the combined guide rails are located on the left side, the right side, the upper end and the lower end of the panel respectively, wherein the combined truss stand columns and the combined guide rails are respectively and symmetrically arranged along the axis of the panel, and are respectively connected with the panel through a first connecting piece. According to the combined truss stand columns, in the aspect of bending resistance, due to the fact that the tensile section and the pressed section are arranged at the upper end and the lower end in a concentrated mode, the inner force arm is increased, and higher bending strength is achieved with the same material consumption. In the aspect of shear resistance, the combined truss stand columns can transfer the shear force to a foundation step by step through reasonable arrangement of web members, and therefore, the steel shear wall is good in shear resistance, compression resistance and collapse resistance and beneficial to multi-story and high-rise development.
本发明提供一种桁架式内嵌面板冷弯型钢剪力墙及制造方法，剪力墙包括面板、组合桁架立柱和组合导轨，所述面板位于所述剪力墙的中心位置；所述组合桁架立柱和所述组合导轨分别位于所述面板的左右两侧和上下两端；其中，所述组合桁架立柱和所述组合导轨分别沿着所述面板的轴线对称设置，并分别与所述面板通过第一连接件相连。本发明的组合桁架立柱在抗弯方面，由于将受拉与受压的截面集中布置在上下两端，增大了内力臂，使得以同样的材料用量，实现了更大的抗弯强度。在抗剪方面，组合桁架立柱通过合理布置腹杆，能够将剪力逐步传递给基础，因此本发明提供的钢剪力墙抗剪、抗压和抗倒塌能力较好，有利于向多高层发展。
Truss type panel-embedded cold-formed steel shear wall and manufacturing method
The invention provides a truss type panel-embedded cold-formed steel shear wall and a manufacturing method. The shear wall comprises a panel, combined truss stand columns and combined guide rails, wherein the panel is located in the center of the shear wall; the combined truss stand columns and the combined guide rails are located on the left side, the right side, the upper end and the lower end of the panel respectively, wherein the combined truss stand columns and the combined guide rails are respectively and symmetrically arranged along the axis of the panel, and are respectively connected with the panel through a first connecting piece. According to the combined truss stand columns, in the aspect of bending resistance, due to the fact that the tensile section and the pressed section are arranged at the upper end and the lower end in a concentrated mode, the inner force arm is increased, and higher bending strength is achieved with the same material consumption. In the aspect of shear resistance, the combined truss stand columns can transfer the shear force to a foundation step by step through reasonable arrangement of web members, and therefore, the steel shear wall is good in shear resistance, compression resistance and collapse resistance and beneficial to multi-story and high-rise development.
本发明提供一种桁架式内嵌面板冷弯型钢剪力墙及制造方法，剪力墙包括面板、组合桁架立柱和组合导轨，所述面板位于所述剪力墙的中心位置；所述组合桁架立柱和所述组合导轨分别位于所述面板的左右两侧和上下两端；其中，所述组合桁架立柱和所述组合导轨分别沿着所述面板的轴线对称设置，并分别与所述面板通过第一连接件相连。本发明的组合桁架立柱在抗弯方面，由于将受拉与受压的截面集中布置在上下两端，增大了内力臂，使得以同样的材料用量，实现了更大的抗弯强度。在抗剪方面，组合桁架立柱通过合理布置腹杆，能够将剪力逐步传递给基础，因此本发明提供的钢剪力墙抗剪、抗压和抗倒塌能力较好，有利于向多高层发展。
Truss type panel-embedded cold-formed steel shear wall and manufacturing method
桁架式内嵌面板冷弯型钢剪力墙及制造方法
ZHANG AILIN (author) / SHI LEILEI (author) / XIE ZHIQIANG (author) / ZHOU DAXING (author) / ZHANG XIANGDONG (author) / CHEN TIAN (author) / TANG YI (author)
2021-11-30
Patent
Electronic Resource
Chinese
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