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SK-STYLE FRAMING METHOD

机译:SK风格构图方法

摘要

PROBLEM TO BE SOLVED: To provide a column-beam joint by which a column can bear a shear force even when upper and lower parts of the column are joined to each other by pin jointing; however, conventionally, when joining a column to a beam based on a steel material, a horizontal force is analyzed as a rigid frame in the case of rigid jointing while the horizontal force is analyzed by a brace in the case of pin jointing.;SOLUTION: Referring to a shrine building and an old house in Japan, a top plate 3 is mounted on a square steel-pipe column A1 or an H-shaped steel column B1, and the top plate 3 and a flange part 1 of a beam are connected by a column-beam connecting bolt 2 so as to be constructed as a semi-rigid jointing. Thus a joint by which the column A1 or B1 can bear a shear force is constructed.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:提供一种柱-梁连接,即使通过销钉将柱的上部和下部相互连接,柱也可以承受剪切力。但是,通常,在将柱连接到基于钢材的梁时,在进行刚性连接的情况下,将水平力作为刚性框架进行分析,而在进行销钉连接的情况下,将通过支撑将水平力分析为刚性框架。 :参照日本的神社建筑和旧房,将顶板3安装在方形钢管柱A1或H形钢柱B1上,并将顶板3和横梁的凸缘部分1安装在顶棚3上。通过柱梁连接螺栓2进行连接,以构造成半刚性接头。因此,构造了一个可以使A1或B1柱承受剪切力的接头。;版权所有:(C)2013,日本特许厅&INPIT

著录项

  • 公开/公告号JP2013130047A

    专利类型

  • 公开/公告日2013-07-04

    原文格式PDF

  • 申请/专利权人 SAKAKIBARA TERUJI;

    申请/专利号JP20110290651

  • 发明设计人 SAKAKIBARA TERUJI;

    申请日2011-12-20

  • 分类号E04B1/58;E04B1/24;

  • 国家 JP

  • 入库时间 2022-08-21 17:02:27

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