首页> 外国专利> JOINT UNIT BETWEEN REINFORCED CONCRETE COLUMN AND STEEL FRAME BEAM

JOINT UNIT BETWEEN REINFORCED CONCRETE COLUMN AND STEEL FRAME BEAM

机译:钢筋混凝土柱和钢框架梁之间的连接单元

摘要

PURPOSE: To bear part of bending stress generated in a column on both vertical steel framed members by burying both up and down vertical cross shape steel frame members in the reinforced concrete column. ;CONSTITUTION: In vertical steel framed members 4a and 4b, for example, two T-shape steels are combined along the center line of a web of an I-shape steel and are welded to both faces of the web, and cross shape steel frames having flanges on the front ends of webs having a cross-shape in the cross section are formed. The lower end of the upper vertical steel framed member 4a is connected to the upper surface of a flange 1a of a horizontal steel frame member 1 to weld, and the upper end of the lower vertical steel framed member 4b is connected to the lower surface of a flange 1b of the horizontal steel frame member 1 to weld. The upper vertical steel framed member 4a and the lower vertical steel framed member 4b are buried into a reinforced concrete column 2, and the bearing destruction of a column concrete in part coming into contact with both up and down flange surfaces of the horizontal steel frame member 1 is prevented by bearing part of bending stress generated in the column on both steel frame members 4a and 4b.;COPYRIGHT: (C)1995,JPO
机译:目的:通过将竖向十字形钢框架构件上下埋入钢筋混凝土柱中,以承受竖向钢框架构件在立柱中产生的弯曲应力的一部分。 ;构成:例如,在垂直钢制框架构件4a和4b中,将两种T形钢沿I形钢的腹板中心线合并,并焊接到腹板的两个面上,并制成十字形钢框架形成在横截面中具有十字形的腹板的前端上的凸缘。上部垂直钢制框架构件4a的下端连接至水平钢制框架构件1的凸缘1a的上表面以进行焊接,并且下部垂直钢制框架构件4b的上端与之连接。水平钢制框架构件1的凸缘1b焊接。上部竖向钢框架构件4a和下部竖向钢框架构件4b被埋入钢筋混凝土柱2中,并且柱状混凝土的轴承破坏部分地与水平钢框架构件的上下凸缘表面接触。通过在两个钢制框架构件4a和4b上承受在立柱中产生的弯曲应力的一部分来防止出现图1所示的情况。

著录项

  • 公开/公告号JPH0790931A

    专利类型

  • 公开/公告日1995-04-04

    原文格式PDF

  • 申请/专利权人 OHBAYASHI CORP;

    申请/专利号JP19930236908

  • 申请日1993-09-22

  • 分类号E04B1/16;

  • 国家 JP

  • 入库时间 2022-08-22 04:21:23

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