首页> 外国专利> With buckling stiffening structure of the buckling stiffening structural null

With buckling stiffening structure of the buckling stiffening structural null

机译:具有屈曲加劲结构的屈曲加劲结构无效

摘要

PROBLEM TO BE SOLVED: To efficiently enhance flexural buckling rigidity of a box-shaped cross-sectional thin plate member.;SOLUTION: In this buckling reinforcing structure of the box-shaped cross-sectional thin plate member, the box-shaped cross-sectional thin plate member 33 having the plate thickness of 0.4 mm to 1.6 mm is constituted by forming a corner part reinforcing part 34 of a corner part 26 for connecting the respective sides 25 and the mutual adjacent sides by bending and forming a thin steel plate in a box-shaped cross-sectional shape. In the box-shaped cross-sectional thin plate member 33, an external shape width dimension (b) of the box-shaped cross-sectional thin plate member 33 is set so as to satisfy the following expression (1). Among the respective corner part reinforcing parts 34, at least one corner part reinforcing part 34 is formed as a corner part reinforcing part of setting a width dimension D in the parallel direction to the side connected to this part to a dimension exceeding two times as thick as the plate thickness (t) of the thin plate member, and to a dimension of 1/3 or less of a width dimension (b) of two sides connected in the corner part, or a dimension of 1/3 or less of the width dimension (b) of any shorter side among the two sides. The expression (1) is b740t/(√F). Here, F : design reference strength (280 N/mm2), and t : a plate thickness dimension (mm) of the box-shaped cross-sectional thin plate member.;COPYRIGHT: (C)2007,JPO&INPIT
机译:解决的问题:为了有效地提高箱形截面薄板构件的弯曲屈曲刚度;解决方案:在这种箱形截面薄板构件的屈曲加强结构中,箱形截面板厚0.4mm〜1.6mm的薄板部件33,通过形成角部26的角部加强部34而形成,该角部26通过弯折将各侧面25和相互相邻的侧面连接而形成薄壁钢板。箱形截面形状。在箱形截面薄板构件33中,箱形截面薄板构件33的外形宽度尺寸(b)被设定为满足以下表达式(1)。在各个角部加强部34中,至少一个角部加强部34形成为角部加强部,该角部加强部将在与该部分连接的一侧的平行方向上的宽度尺寸D设定为厚度的两倍以上。薄板部件的板厚(t)为角部连接的两侧的宽度尺寸(b)的1/3以下,或者为薄板部件的板厚(t)的1/3以下。两侧中任何较短边的宽度尺寸(b)。表达式(1)是b> 740t /(&F)。在此,F:设计基准强度(280N / mm 2 ),t:箱形截面薄板构件的板厚尺寸(mm)。版权所有:(C) 2007,日本特许厅

著录项

  • 公开/公告号JP4724591B2

    专利类型

  • 公开/公告日2011-07-13

    原文格式PDF

  • 申请/专利权人 新日本製鐵株式会社;

    申请/专利号JP20060122439

  • 发明设计人 半谷 公司;村橋 喜満;

    申请日2006-04-26

  • 分类号E04C3/06;E04C3/32;E04B1/24;

  • 国家 JP

  • 入库时间 2022-08-21 18:22:02

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号