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Run formation earthquake-proof framework construction method of steel structure

机译:钢结构防跑层抗震框架施工方法

摘要

Abstract Topic As for this invention in the steel structure building the resistance vertical load,Being superior in the earthquake-proof load, furthermore lightening the configuration component objectWith it does. Solutions In support cylinder 1 and 1 horizontal brace 2 in multiple steps distribution facilitiesTo do, the both ends of horizontal brace 2 in support cylinder junction 1 and 1, the top and bottom stepHorizontal brace jointing 2 and 2 briefly with material 3 and 3 ', each step the truss beamTo make structure 4, horizontal brace 2 of the lowest step ' the said horizontal brace 2 ' and crossingWith the construction method which features that in the direction which it does it locks in the foundation 5 aru.
机译:<摘要> <主题>本发明在钢结构建筑中抵抗竖向荷载,在抗震荷载方面优越,进而减轻了构筑物的负担。解决方案在支撑筒1和1的水平撑杆2上进行多步分配设施要做的是,将支撑柱1和1上的水平撑杆2的两端,顶部和底部台阶用材料3和3'短暂地进行水平支撑2和2的接合,桁架梁的每一步构成结构4,最低阶梯“所述水平支架2”并与水平支架2相交,其特征在于沿其所沿的方向锁定在基础5中的构造方法。

著录项

  • 公开/公告号JP2969114B1

    专利类型

  • 公开/公告日1999-11-02

    原文格式PDF

  • 申请/专利权人 TAKEMOTO SETSUKEI JIMUSHO JUGEN;

    申请/专利号JP19980317152

  • 发明设计人 TAKEMOTO SETSUO;

    申请日1998-11-09

  • 分类号E04B1/24;E04B1/34;E04H9/02;

  • 国家 JP

  • 入库时间 2022-08-22 02:31:49

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