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FLEXURAL DEFORMATION CONTROL TYPE EARTHQUAKE DAMPING FRAMEWORK

机译:弯曲变形控制型地震阻尼框架

摘要

PROBLEM TO BE SOLVED: To enhance the degree of freedom in architectural planning by making the flexural deformation prevailing for a core wall having openings. ;SOLUTION: This earthquake damping framework has a core wall 1 having a polygonal plan shape. Openings 2 are provided in core wall 1 of each surface on each floor by deviating the positions in height direction, and a passage to the inside of the core wall 1 is made. A top beam 4 is provided at the top of a high-rise building, supporting columns 3 are vertically built at the tips of the top beam 4 when seen planwise and the supporting columns 3 and top beams 4 are connected together through oil dampers 5.;COPYRIGHT: (C)1997,JPO
机译:要解决的问题:通过使具有开口的芯墙占主导地位的弯曲变形来提高建筑规划的自由度。 ;解决方案:该减震框架的芯壁1具有多边形的平面形状。通过使高度方向上的位置偏离,在各层的各面的芯壁1上设置开口部2,从而形成通向芯壁1的内部的通路。在高层建筑的顶部设置有顶梁4,在俯视时在顶梁4的顶端垂直地支撑有支柱3,并且支柱3和顶梁4通过减震器5连接在一起。 ;版权:(C)1997,日本特许厅

著录项

  • 公开/公告号JPH09203240A

    专利类型

  • 公开/公告日1997-08-05

    原文格式PDF

  • 申请/专利权人 KAJIMA CORP;

    申请/专利号JP19960011763

  • 发明设计人 NIWA NAOMIKI;IKEURA TOMONORI;

    申请日1996-01-26

  • 分类号E04H9/02;

  • 国家 JP

  • 入库时间 2022-08-22 03:31:42

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