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Seismic Retrofitting Structure and Method Using Steel Brace for Masonry Structure

机译:钢筋法为砌体结构的地震改造结构与方法

摘要

The present invention provides an efficient reinforcement of the seismic performance according to the omnidirectional tension action by using a frame and a steel wire (cable or steel bar) in a building made of a masonry wall. a plurality of corner frames that are in surface contact with each other, extend vertically to extend vertically, contact and support in the longitudinal direction, and have fasteners on the upper and lower portions; A masonry-resistant reinforcement structure using a steel wire comprising; a fastening steel wire member for connecting a plurality of the corner frames in the transverse direction by binding on the fasteners of the corner frame, but pulling and fixing between the corner frames so as to aggregate the masonry wall structure. to provide.
机译:本发明通过在由砌体壁制成的建筑物中使用框架和钢丝(电缆或钢筋),提供了根据全向张力作用的抗震性能的有效增强。 彼此表面接触的多个角框架,垂直地延伸以垂直地,接触和沿纵向延伸,并且在上部和下部具有紧固件; 使用钢丝的抗砖耐砖钢筋结构; 一种紧固钢丝构件,用于通过在拐角框架的紧固件上绑定在横向方向上连接多个拐角框架,但是在角框架之间拉动和固定以聚集砖石壁结构。 提供。

著录项

  • 公开/公告号KR102350905B1

    专利类型

  • 公开/公告日2022-01-14

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR1020200074720

  • 发明设计人 강재도;

    申请日2020-06-19

  • 分类号E04H9/02;E04B2/02;E04G23/02;

  • 国家 KR

  • 入库时间 2022-08-24 23:27:38

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