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ERECTION METHOD FOR ARCH RIB OF CONCRETE ARCH BRIDGE

机译:混凝土拱桥拱肋的竖设方法

摘要

PROBLEM TO BE SOLVED: To reduce a construction period and facilitate application to a large-scale arch, when an arch rib of a concrete arch bridge is erected by a Melan method.;SOLUTION: After first respective Melan materials 22A with a prescribed length, which constitute an arch base, are erected at both the ends of the arch in an obliquely suspended manner, the concrete-lined construction of the Melan materials 22A is performed by making the Melan materials 22A serve as timbering, and a second Melan material 22B is erected in the central part of the arch by being coupled to the Melan materials 22A. After that, the Melan material 22B is lined with concrete. Thus, a simple moving work vehicle 50 for the concrete-lined construction in the central part of the arch is also used for the concrete-lined construction in the arch base, so that the replacement of the initial setup of the moving work vehicle 50 can be made unnecessary. Additionally, the rigidity of the arch base is adequately secured by providing the arch base with a steel/concrete composite structure, so that the weight of the Melan materials 22 for being arranged throughout the length of an arch span can be reduced.;COPYRIGHT: (C)2004,JPO
机译:解决的问题:当通过梅兰方法竖立混凝土拱桥的拱肋时,为了减少施工时间并便于应用于大型拱门;解决方案:首先,在规定的长度下分别放置梅兰材料22A,构成拱形基座的构件倾斜倾斜地竖立在拱形的两端,通过使Melan材料22A用作木材来进行Melan材料22A的混凝土衬砌构造,并且第二Melan材料22B为通过与Melan材料22A连接而在拱的中央部分竖立。之后,Melan材料22B衬有混凝土。因此,在拱的中央部分中用于混凝土衬砌结构的简单的移动作业车辆50也用于在拱形基座中的混凝土衬砌结构,从而可以代替移动作业车辆50的初始设置。变得不必要。另外,通过为拱形基座提供钢/混凝土复合结构,可以充分确保拱形基座的刚性,从而可以减小用于在整个拱形跨度的整个长度上布置的Melan材料22的重量。日本特许厅(C)2004

著录项

  • 公开/公告号JP2004011196A

    专利类型

  • 公开/公告日2004-01-15

    原文格式PDF

  • 申请/专利权人 SUMITOMO MITSUI CONSTRUCTION CO LTD;

    申请/专利号JP20020163782

  • 发明设计人 NAKAMURA KAZUSHI;KASUGA AKIO;

    申请日2002-06-05

  • 分类号E01D4/00;E01D21/00;

  • 国家 JP

  • 入库时间 2022-08-21 23:34:31

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