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In the joint structure of the steel concrete compound truss and the aerial mannered null steel concrete

机译:在钢筋混凝土组合桁架与高空钢管混凝土的节点结构中。

摘要

PROBLEM TO BE SOLVED: To provide a rational panel structure suitable for a steel concrete composite truss facilitating the manufacture and execution with a few sorts of the constituent components for the steel concrete composite truss.;SOLUTION: A joint structure of the steel concrete composite truss is so constituted that diagonal members 31 and 41 are used for square steel pipes, the diagonal member 41 on a pulling side has pin joint sections on both ends thereof, the diagonal member 31 on a compression side has a pair of stud dowel welded gusset plates 32 buried in upper and lower chord member concretes on both ends and that an insertion hole 34 for a pin 42 inserted in the pin joint sections is bored in the gusset plates.;COPYRIGHT: (C)2002,JPO
机译:要解决的问题:提供一种适用于钢混凝土组合桁架的合理的面板结构,并简化了钢混凝土组合桁架的几种组成部件的制造和执行。;解决方案:钢混凝土组合桁架的连接结构构成为方形钢管使用对角构件31和41,在拉动侧的对角构件41的两端具有销接合部,在压缩侧的对角构件31具有一对螺柱销焊接的角撑板。埋入上下弦杆构件混凝土中的32个孔,在角撑板上钻有用于插入销钉连接部分的销钉42的插入孔34。版权所有:(C)2002,JPO

著录项

  • 公开/公告号JP4572028B2

    专利类型

  • 公开/公告日2010-10-27

    原文格式PDF

  • 申请/专利权人 株式会社ピーエス三菱;

    申请/专利号JP20000314992

  • 发明设计人 大主 宗弘;

    申请日2000-10-16

  • 分类号E04B1/30;E01D19/12;E04C3/293;

  • 国家 JP

  • 入库时间 2022-08-21 19:00:23

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