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LAUNCHING ERECTION METHOD FOR BRIDGE GIRDER AND ERECTION FACILITY

机译:架桥发射架设方法及架设设施

摘要

PROBLEM TO BE SOLVED: To surely prevent bridge-falling when a bridge girder is fed out and erected, and to achieve reduction in a period of bridge girder lowering work after the feeding work and prevention of the bridge-falling during the lowering work.;SOLUTION: In a launching erection method for a bridge girder, a gate type structure 20 consisting of left and right columns 21, an upper stage transverse beam 23 connected to an upper stage between the left and right columns, and a lower stage transverse beam 24 connected to a lower stage between the left and right columns is erected by coupling the lower ends of the left and right columns 21 to both side faces of a bridge footing head 1a on each bridge footing 1, and then the bridge girder 10 is launched over the bridge footing through the inside S of an opening surrounded by the left and right columns, the upper stage transverse beam, and the lower stage transverse beam of the gate type structure. The lower stage transverse beam is removed while suspendingly supporting the launched bridge girder by a jack installed on the upper stage transverse beam of the gate type structure, and thereafter the bridge girder is lowered at a prescribed position on the bridge footing by the jack and is installed.;COPYRIGHT: (C)2013,JPO&INPIT
机译:要解决的问题:为了确保防止在放进和竖起桥梁时发生桥下坠,并在减少进给后桥梁梁下放工作的时间,并防止在降下工作时桥梁​​掉落。解决方案:在架桥法的发射架设方法中,门式结构20由左和右立柱21,连接到左和右立柱之间的上段的上段横梁23和下段横梁24组成通过将左右立柱21的下端结合到每个桥立1上的桥立头1a的两个侧面上来竖立连接到左右立柱的下层的连接件,然后将桥梁10发射到上方桥脚穿过由门型结构的左右立柱,上层横梁和下层横梁包围的开口的内部S。在安装在门型结构的上层横梁上的千斤顶悬吊支撑下沉的桥梁的同时,除去下层横梁,然后,通过千斤顶将桥梁降低到桥脚的规定位置处,已安装。; COPYRIGHT:(C)2013,JPO&INPIT

著录项

  • 公开/公告号JP2013155578A

    专利类型

  • 公开/公告日2013-08-15

    原文格式PDF

  • 申请/专利权人 NIPPON STEEL TOPY BRIDGE CO LTD;

    申请/专利号JP20120019008

  • 发明设计人 MUROI SHINJI;

    申请日2012-01-31

  • 分类号E01D21/00;E01D21/06;

  • 国家 JP

  • 入库时间 2022-08-21 17:02:53

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