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SEISMIC STRENGTHENING CONSTRUCTION METHOD FOR EXISTING BUILDING

机译:既有建筑物的抗震加固施工方法

摘要

PROBLEM TO BE SOLVED: To provide a seismic strengthening construction method for an existing building with reinforced concrete or steel-framed reinforced concrete.;SOLUTION: An energy absorption steel member 10 in a long and thin shape made of low yield strength steel or ultra-low yield strength steel, which absorbs earthquake energy as it plastically deforms and has a certain cross section at the middle point in the longitudinal direction, is installed at a beam end part. In this state, a first end of the energy absorption steel member is jointed at a position on a column close to a column-beam joint portion, and the energy absorption steel member is extended along the beam end part in the longitudinal direction of a beam 14, and a second end part of the energy absorption steel member 10 is jointed at a position on the beam end part separated from the column-beam joint portion. The energy absorption steel member is made to plastically expand and contract as it receives a tensile load or a compression load in the longitudinal direction when an earthquake occurs and the column-beam joint portion and/or the beam end part deform. Furthermore, to prevent the energy absorption steel member from buckling, a stiffening member 30 for restraining buckling, which stiffens the energy absorption steel member by surrounding the middle point in the longitudinal direction of the energy absorption steel member, is provided at the beam end part.;COPYRIGHT: (C)2013,JPO&INPIT
机译:要解决的问题:为采用钢筋混凝土或钢框架钢筋混凝土的现有建筑物提供抗震施工方法。解决方案:由低屈服强度的钢或超高强度钢制成的细长形吸能钢构件10在梁端部安装有低屈服强度钢,该低屈服强度钢在塑性变形时吸收地震能量,并且在纵向中点处具有一定的横截面。在这种状态下,能量吸收钢构件的第一端在靠近柱梁连接部的柱上的位置处接合,并且能量吸收钢构件沿着梁的端部在梁的纵向上延伸。如图14所示,能量吸收钢构件10的第二端部在梁端部上与柱梁接合部分离的位置处接合。当发生地震并且柱梁连接部和/或梁端部变形时,能量吸收钢构件在纵向受到拉伸载荷或压缩载荷时,使其塑性伸缩。此外,为了防止能量吸收钢构件屈曲,在梁的端部设置有用于抑制屈曲的加强构件30,该加强构件30通过围绕能量吸收钢构件的长度方向的中点而使能量吸收钢构件变硬。 。;版权:(C)2013,JPO&INPIT

著录项

  • 公开/公告号JP2012207389A

    专利类型

  • 公开/公告日2012-10-25

    原文格式PDF

  • 申请/专利权人 FUJITA CORP;

    申请/专利号JP20110071995

  • 发明设计人 ARIMA YOSHITO;SASAKI HITOSHI;

    申请日2011-03-29

  • 分类号E04G23/02;E04H9/02;

  • 国家 JP

  • 入库时间 2022-08-21 17:44:32

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