首页> 外国专利> EARTHQUAKE RESISTING WALL STRUCTURE, DESIGN METHOD OF THE EARTHQUAKE RESISTING WALL STRUCTURE, COLUMN AND EARTHQUAKE RESISTING WALL

EARTHQUAKE RESISTING WALL STRUCTURE, DESIGN METHOD OF THE EARTHQUAKE RESISTING WALL STRUCTURE, COLUMN AND EARTHQUAKE RESISTING WALL

机译:抗震墙结构,抗震墙结构的设计方法,柱和抗震墙

摘要

PROBLEM TO BE SOLVED: To provide an earthquake resisting wall structure capable of making a destruction mode as a bending strength yield precedence model to enable the ductility to ensure while maintaining bending strength in the outward direction.;SOLUTION: The earthquake resisting wall structure 1 is made of reinforced concrete constituted by providing an earthquake resisting wall 20 to a rahmen frame 10 consisting of a beam 11 and a column 12. Main bar lower strength section 13X having the strength of a main bar 14 lower than another height position is provided on a mountainside position A of a side column 13. The main bar lower strength section 13X is constituted by cutting at least a part of the main bar 14. A steel pipe 16 parallel with the main bar 14 is placed to the side column 13 in a state to separate from a rigid joint section between the side column 13 and the beam 11 so that the mountainside position A can vertically pass through.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:要解决的问题:提供一种能够以破坏模式作为抗弯强度屈服优先模型的抗震墙结构,以确保延展性,同时保持向外的抗弯强度。解决方案:抗震墙结构1是通过在由梁11和立柱12组成的拉面框架10上设置抗震壁20而构成的由钢筋混凝土制成。在梁上设置有主杆14的强度低于另一高度位置的主杆下部强度部13X。侧杆13的山腰位置A。侧杆13的强度降低部13X是通过将侧杆14的至少一部分切断而构成的。在与侧杆13平行的状态下,与侧杆13平行地配置有钢管16。与侧柱13和横梁11之间的刚性连接段分开,以便山腰位置A可以垂直通过。;版权所有:(C)2006,JPO&NCIPI

著录项

  • 公开/公告号JP2005299233A

    专利类型

  • 公开/公告日2005-10-27

    原文格式PDF

  • 申请/专利权人 OHBAYASHI CORP;

    申请/专利号JP20040117264

  • 发明设计人 SUGIMOTO KUNIMITSU;TSUDA KAZUAKI;

    申请日2004-04-12

  • 分类号E04H9/02;E04B2/56;F16F7/12;F16F15/02;

  • 国家 JP

  • 入库时间 2022-08-21 22:36:28

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