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METHOD FOR CONSTRUCTING ARCH RIB OF CONCRETE ARCH BRIDGE

机译:混凝土拱桥拱肋的施工方法

摘要

PROBLEM TO BE SOLVED: To improve such a requirement that a concrete cross section and the quantity of reinforcing bars must be increased to resist the bending stress applied to arch ribs at an earthquake in the method for constructing the arch ribs by suspending arch-shaped steel pipes between both support points and placing lining concrete around the steel pipes. ;SOLUTION: Jacks 51 are provided between the apex junctions of steel pipes 11 suspended into an arch shape, lining concrete is placed, the jacks 51 are operated to apply the axial compressing force to the steel pipes 11 after the strength of the concrete appears, and splice plates 61 are permanently connected to construct the arch ribs of a concrete arch bridge.;COPYRIGHT: (C)2001,JPO
机译:解决的问题:在悬吊拱形钢的建造拱肋的方法中,为了改善这样的要求:必须增加混凝土截面和钢筋的数量,以抵抗在地震中施加到拱肋的弯曲应力。在两个支撑点之间放置管道,并在钢管周围放置衬砌混凝土。 ;解决方案:在悬吊成拱形的钢管11的顶点之间设置千斤顶51,放置衬砌混凝土,在混凝土强度显现后操作千斤顶51向钢管11施加轴向压缩力,拼接板61永久连接以构造混凝土拱桥的拱肋。;版权所有:(C)2001,日本特许厅

著录项

  • 公开/公告号JP2001098514A

    专利类型

  • 公开/公告日2001-04-10

    原文格式PDF

  • 申请/专利权人 PS CORP;

    申请/专利号JP19990281778

  • 发明设计人 KAWAMURA TETSUO;

    申请日1999-10-01

  • 分类号E01D21/00;E01D2/00;

  • 国家 JP

  • 入库时间 2022-08-22 01:27:18

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