首页> 外国专利> WEB MEMBER OF COMPOSITE TRUSS GIRDER AND NODE CONNECTING STRUCTURE OF COMPOSITE TRUSS GIRDER USING THE SAME

WEB MEMBER OF COMPOSITE TRUSS GIRDER AND NODE CONNECTING STRUCTURE OF COMPOSITE TRUSS GIRDER USING THE SAME

机译:复合桁架梁的网络构件及复合桁架梁的节点连接结构

摘要

A web member of a composite truss girder includes a steel tube, and an additional structural steel is disposed in the steel tube. The steel tube and the structural steel are structurally integrated at an end of the web member to share a sectional force applied to the web member with magnitudes intended by a designer. The steel tube is filled with concrete to improve a resistance of the web member against an axial force and a moment applied to the web member. As a result, manufactured steel tubes with one dimension may be used as web members of the entire bridge, thereby saving a cost for purchasing the steel tubes, reducing a manufacture cost by simplifying the node connecting structure and improving an appearance by using the steel tubes of regular size.
机译:复合桁架梁的腹板构件包括钢管,并且在钢管中布置有附加的结构钢。钢管和结构钢在腹板构件的端部在结构上集成为一体,以共享施加到腹板构件上的截面力,其具有设计者想要的大小。钢管中填充有混凝土,以提高腹板构件抵抗轴向力和施加到腹板构件的力矩的抵抗力。结果,可以将一维的制造的钢管用作整个桥的腹板构件,从而节省了购买钢管的成本,通过简化节点连接结构而降低了制造成本,并且通过使用钢管来改善了外观。常规尺寸。

著录项

  • 公开/公告号WO2010123211A3

    专利类型

  • 公开/公告日2011-01-13

    原文格式PDF

  • 申请/专利权人 GIRDER INNOVATION FOREVER CO. LTD.;WON DAE-YON;

    申请/专利号WO2010KR02133

  • 发明设计人 WON DAE-YON;

    申请日2010-04-07

  • 分类号E01D2;E04B5/40;E04C3/293;

  • 国家 WO

  • 入库时间 2022-08-21 18:00:40

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