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Damping mesosphere embedded double steel plate concrete composite assembly type shear wall and its mounting method

机译:阻尼中层嵌入式双钢板混凝土组合拼装式剪力墙及其安装方法

摘要

The present invention relates to a damping intermediate layer embedded double steel plate concrete composite assembly type shear wall and belongs to the field of construction technology. The present invention comprises a double steel plate layer, a double damping intermediate layer and a concrete layer. The shear wall is connected by a retaining bolt connecting member, the double steel plate layer includes two first steel plates in the longitudinal direction and a second steel plate in the lateral direction, and the damping intermediate layer is the first damping intermediate. Includes a layer and a second damping intermediate layer, the first damping intermediate layer is located between the first steel plate and the concrete layer, the second damping intermediate layer is covered with a retaining bolt connecting member, and the steel pipe is the second damping intermediate layer. Covered with, the retaining bolt connecting member includes a restraint tie bar with a dam and a high strength restraint tie bar unit. According to the present invention, by adding a damping layer to the double steel plate concrete composite shear wall, energy can be consumed by shear deformation of the damping material and the steel plate, and the damping material and the concrete cross section, and the slip of the steel plate and the concrete cross section is controlled. It enables and effectively improves the damping of the structure, reduces the seismic response of the structure, and improves the energy consumption and vibration absorption capacity of the structure. [Selection diagram] Fig. 1
机译:本发明涉及一种阻尼中间层埋入式双层钢板混凝土组合拼装式剪力墙,属于建筑技术领域。本发明包括双层钢板层,双层阻尼中间层和混凝土层。剪力墙通过固定螺栓连接构件连接,双层钢板层包括在纵向上的两个第一钢板和在横向上的第二钢板,并且阻尼中间层是第一阻尼中间层。包括一层和第二阻尼中间层,第一阻尼中间层位于第一钢板和混凝土层之间,第二阻尼中间层覆盖有固定螺栓连接构件,钢管是第二阻尼中间层层。固定螺栓连接构件覆盖有包括具有坝的约束拉杆和高强度约束拉杆单元。根据本发明,通过在双钢板混凝土复合剪力墙中增加阻尼层,可以通过阻尼材料和钢板,阻尼材料和混凝土截面的剪切变形以及滑移而消耗能量。钢板的截面和混凝土截面受到控制。它能够并有效地改善结构的阻尼,降低结构的地震响应,并提高结构的能耗和减振能力。 [选择图]图1

著录项

  • 公开/公告号JP2020528974A

    专利类型

  • 公开/公告日2020-10-01

    原文格式PDF

  • 申请/专利权人 張春巍;

    申请/专利号JP20190561839

  • 申请日2019-07-03

  • 分类号E04B2/56;E04H9/02;F16F7;F16F7/12;F16F15/02;F16F15/08;

  • 国家 JP

  • 入库时间 2022-08-21 11:35:07

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