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CONNECTION STRUCTURE OF CORRUGATED STEEL WEB FOR CORRUGATED STEEL WEB U-SHAPED COMPONENT BRIDGE

机译:波纹钢腹板U形构件桥的波纹钢腹板连接结构

摘要

PROBLEM TO BE SOLVED: To provide a connection structure between a transverse girder and a corrugated steel web for a corrugated steel web U-shaped component bridge, which is implemented by dowel connection in place of connection by hooped joint reinforcements, to thereby facilitate construction thereof and reduce construction costs without adversely affecting a construction period.;SOLUTION: The corrugated steel web U-shaped component bridge 11 is constructed by connecting U-shaped precast segments 12 together in a bridge axial direction and introducing prestressing to the entire bridge by external cables (main cables) 27. According to the structure of the bridge, the corrugated steel webs 15 adjacent to each other in the bridge axial direction are arranged so as to bring their peripheral edges close to each other or separate the peripheral edges from each other, and each corrugated steel web 15 is connected to the concrete transverse girder 19 via stud dowels 21 or concrete dowels arranged at the edge of the corrugated steel web 15, to thereby transfer shearing force of the corrugated steel web 15 via the transverse girder 19 to the corrugated steel web 15 adjacent to the same.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:要解决的问题:提供用于波纹钢腹板U形部件桥的横向梁和波纹钢腹板之间的连接结构,该结构通过用销钉连接代替箍筋增强件的连接来实现,从而有助于其构造解决方案:波纹钢腹板U型构件桥11是通过将U型预制段12沿桥轴向连接在一起并通过外部电缆将预应力引入整个桥而构造的(主电缆)27.根据桥的结构,在桥轴向上相邻的波纹钢腹板15以使其周缘彼此接近或使周缘彼此分开的方式布置,并且每个波纹钢腹板15通过螺栓销21或混凝土销arr连接到混凝土横梁19在波纹钢腹板15的边缘处老化,从而将波纹钢腹板15的剪切力通过横梁19传递到与之相邻的波纹钢腹板15上。版权所有:(C)2006,JPO&NCIPI

著录项

  • 公开/公告号JP2006183286A

    专利类型

  • 公开/公告日2006-07-13

    原文格式PDF

  • 申请/专利权人 ORIENTAL CONSTRUCTION CO LTD;

    申请/专利号JP20040376423

  • 发明设计人 KAKUMOTO SHU;

    申请日2004-12-27

  • 分类号E01D1/00;E01D21/00;

  • 国家 JP

  • 入库时间 2022-08-21 21:56:58

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