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BUCKLING PREVENTIVE STRUCTURE OF DIAGONAL BEAM

机译:斜梁的屈曲预防结构

摘要

PURPOSE: To make it possible to prevent buckling deformation of a diagonal beam without using any prior art horizontal joint or brace in an inverted construction method which supports earth retaining with a wale and a diagonal beam. CONSTITUTION: A diagonal beam 5, which connects a wale 4 of earth retaining 6 to a girder 3 of an upper story, is installed in such a fashion that a flange 5F of the diagonal beam 5 may be turned at a right angle to a horizontal level. More specifically, a strong axis direction Y-Y may be turned in the horizontal direction, thereby increasing buckling strength in the horizontal direction and eliminating the need for a prior art horizontal joint or brace. The intermediate part of the diagonal beam 5 and a floor slab 1 are connected with a buckling preventive member, such as a buckling stopper post 9 and a hanger 10, thereby preventing vertical buckling deformations of the diagonal beam 5 in the weak axis direction.
机译:目的:在不使用任何现有技术的水平接头或撑杆的情况下,以倒转的施工方法来防止斜梁的屈曲变形,该方法用横梁和斜梁支撑挡土板。宪法:对角梁5,其将挡土板6的纵行4连接至高层的大梁3,其安装方式使得对角梁5的法兰5F可以垂直于水平方向旋转。水平。更具体地,强轴方向Y-Y可以沿水平方向转动,从而增加了沿水平方向的屈曲强度,并且消除了对现有技术水平接头或支架的需要。斜梁5的中间部分和楼板1与诸如屈曲止动柱9和吊架10的屈曲防止构件连接,从而防止了斜梁5在弱轴方向上的垂直屈曲变形。

著录项

  • 公开/公告号JPH08193324A

    专利类型

  • 公开/公告日1996-07-30

    原文格式PDF

  • 申请/专利权人 KAJIMA CORP;

    申请/专利号JP19950004022

  • 申请日1995-01-13

  • 分类号E02D5/00;

  • 国家 JP

  • 入库时间 2022-08-22 04:01:16

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