首页> 外国专利> METHOD FOR REINFORCING LOAD-BEARING WALL AND SHEAR REINFORCED LOAD-BEARING WALL

METHOD FOR REINFORCING LOAD-BEARING WALL AND SHEAR REINFORCED LOAD-BEARING WALL

机译:承重墙和剪力承重墙的加固方法

摘要

The present invention relates to a method for reinforcing a load-bearing wall and a shear reinforced load-bearing wall that increases shear strength and shear deformation ability to achieve earthquake-proof performance of the load-bearing wall made of concrete. The method includes: an inspection step of non-destructively inspecting a predetermined section for reinforcing a load-bearing wall, and determining a construction area on a front surface of the load-bearing wall; a groove forming step of, in order to insert a reinforcing plate made of a rectangular steel plate for reinforcing shear strength of the construction area and provided with a plurality of spacers elongated in a longitudinal direction and spaced apart from each other at regular intervals, forming a first area by cutting the front surface of the load-bearing wall around a front rebar, as a connection space of the front bars positioned in front of the front of the load-bearing wall, to expose the front rebars, cutting the front rebars crossing a position where the reinforcing plate is positioned, forming a second area from the first area in the load-bearing wall to rear rebars, without exposing the rear rebars, to form a ┴-shaped or ├-shaped insertion groove; an insertion step of inserting and fixing the reinforcing plate in the second area of the insertion groove; a rebar connecting step of connecting the exposed front rebars by connecting members or coupler members; and a recovery step having a front surface constructing step of constructing mortar or concrete/mortar on the first area which is a connecting space around the groove, and a filling step of filling a gap between the second area of the insertion groove and the reinforcing plate with resin.;COPYRIGHT KIPO 2018
机译:本发明涉及一种用于增强承重墙的方法以及用于增强混凝土的承重墙的抗震性能的抗剪加固的承重墙,其提高了剪切强度和剪切变形能力。该方法包括:检查步骤,该检查步骤非破坏性地检查用于加固承重墙的预定部分,并确定该承重墙的前表面上的建筑面积;以及为了插入由矩形钢板制成的增强板以增强建筑区域的剪切强度并设置有沿纵向延伸并以规则间隔彼此间隔开的多个间隔物的凹槽形成步骤,通过围绕前钢筋切割承载壁的前表面的第一区域,作为位于前承载壁的前面的前钢筋的连接空间,以暴露前钢筋,切割前钢筋穿过加强板的定位位置,在不暴露后钢筋的情况下,从承重墙的第一区域到后钢筋形成第二区域,以形成form形或├形插入槽;将加强板插入并固定在插入槽的第二区域中的插入步骤;钢筋连接步骤,其通过连接构件或联接构件连接暴露的前钢筋。回收步骤包括:前表面构造步骤,其在作为凹槽的连接空间的第一区域上构造灰浆或混凝土/砂浆;以及填充步骤,其用于填充插入凹槽的第二区域与加强板之间的间隙。树脂。; COPYRIGHT KIPO 2018

著录项

  • 公开/公告号KR101870926B1

    专利类型

  • 公开/公告日2018-06-25

    原文格式PDF

  • 申请/专利权人 JEIL F&S ENGINEERING;S CO. LTD.;

    申请/专利号KR20170106961

  • 发明设计人 KIM JUNG SUKR;SHIN YONG SOO;

    申请日2017-08-23

  • 分类号E04H9/02;E04C5/16;E04C5/18;E04G23/02;

  • 国家 KR

  • 入库时间 2022-08-21 12:37:39

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