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Junction structure of steel-frame beam-column, and junction construction method of steel-frame beam-column

机译:钢框架梁柱的连接结构及钢框架梁柱的连接施工方法

摘要

Abstract Topic The case where the steel-frame beam-column is constructed structural strength and application permitting/insertingThe end which can solve the antinomic proposition such as divination Characteristic economicallyThe mark junction structure and the application manner are offered. Solutions In specified height position of the peripheral face, it reaches to upper sideAbout wall thickness was formed the tapered section 11 which as described below is decreasedSteel-frame cylinder 1; The bracket section 3 which it should junction to steel-frame beam 2Being the cartridge steel which possesses 1 at least in portion the edge strip,That itself the Interpolation passing by aforementioned steel-frame cylinder 1, te of particular steel-frame cylinder 1In pa section 11 at necessary position as though key stop state is formedInlaying it combined with the bock score 3 which is stuck skillfully.
机译:<摘要> <主题>构建钢框架梁柱的情况结构强度和应用允许/插入的目的经济上可以解决反位命题的特征特性提供标记连接结构和应用方式。解决方法在外周面的规定的高度位置到达上侧,壁厚形成为如下所述那样减小的锥形部11。它应该与钢制框架梁2接合的支架部分3是至少部分具有边条1的盒式钢,其插值本身通过上述钢制框架圆柱体1,特定的钢制框架圆柱体1部11处于形成键停止状态的必要位置,并与熟练地卡住的博克刻痕3组合。

著录项

  • 公开/公告号JP3320708B1

    专利类型

  • 公开/公告日2002-09-03

    原文格式PDF

  • 申请/专利权人 黒田 博信;

    申请/专利号JP20010152793

  • 发明设计人 黒田 博信;

    申请日2001-05-22

  • 分类号E04B1/24;E04B1/30;E04B1/58;

  • 国家 JP

  • 入库时间 2022-08-22 01:00:44

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