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Steel-concrete composite shearwall core structural system

机译:钢混凝土复合剪墙芯结构系统

摘要

The present invention reinforcing the corner of the core shear wall with the first end steel plate column and reinforcing the central portion of the outer wall with the second end steel plate column, so that the biaxial bending performance and shear strength of the core wall are excellent, and the workability and economic feasibility are excellent. It is for a steel concrete core shear wall system. The present invention steel concrete core shear wall system is a reinforced concrete outer wall portion forming the outside of the core shear wall; a first end steel plate column provided on the inside and outside of the corner of the outer wall, respectively; and a second end steel plate column provided to surround an end of the outer wall portion at the opening side; It is characterized in that it is composed of
机译:本发明用第一端钢板柱加固芯剪力墙的拐角,并用第二端钢板柱加强外壁的中心部分,使得芯壁的双轴弯曲性能和剪切强度优异 ,可加工性和经济可行性非常出色。 它适用于钢混凝土芯剪力墙系统。 本发明钢混凝土芯剪力墙系统是钢筋混凝土外壁部分,形成芯剪力墙的外部; 第一端钢板柱分别设置在外墙的内侧和外侧; 并且,提供的第二端钢板柱围绕开口侧围绕外壁部分的端部; 它的特征在于它由它组成

著录项

  • 公开/公告号KR20210100384A

    专利类型

  • 公开/公告日2021-08-17

    原文格式PDF

  • 申请/专利权人 서울대학교산학협력단;

    申请/专利号KR20200014305

  • 发明设计人 박홍근;김현진;

    申请日2020-02-06

  • 分类号E04H9/02;

  • 国家 KR

  • 入库时间 2024-06-14 22:23:20

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