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Integral composite slab bridge without abutments, supports, and expansion joints, and construction method thereof

机译:无桥台,支撑,伸缩缝的整体式复合板桥及其施工方法

摘要

An integral composite slab bridge without abutments, supports, and expansion joints, and a construction method thereof are provided to secure more clearhead while lowering the overhead clearance, thereby draining river water more easily in flood. A construction method of an integral composite slab bridge without abutments, supports, and expansion joints is as follows. A plurality of short columns(11) are set in a row as pile base for cast-in-place at the location to be bridge starting and ending point(24) or support along the bank for bridge construction. A pile head reinforcing steel bar cage(49), a rolled steel vertical beam(21), a cross beam, an anchoring device(26), and a spacer for PS steel wire positioning are attached to the top of the set short piles. A sheath is installed over the spacer, and an anchoring device is installed on the sheath. A PS steel wire(23) inserted within the sheath is tension-fixed for pre-stressing. The sheath is grouted, and a composite slab is installed by arranging steel bars and placing concrete. A girder is installed to integrate the upper and lower structures.
机译:本发明提供一种不具有桥台,支撑件和伸缩缝的整体式复合板桥及其施工方法,以确保更多的净头,同时降低顶部间隙,从而更容易在洪水中排水。没有桥台,支撑和伸缩缝的整体式复合板桥的施工方法如下。多个短柱(11)连续设置为桩基,以便在将要进行桥梁施工的起点和终点(24)或沿岸的位置处进行现场浇筑。在短桩的顶部安装有桩头钢筋笼(49),轧钢竖梁(21),横梁,锚固装置(26)和用于PS钢丝定位的垫片。护套安装在间隔物上方,锚固装置安装在护套上。插入护套内的PS钢丝(23)被拉紧固定以进行预应力。对护套进行灌浆,并通过布置钢筋并放置混凝土来安装复合板。安装了大梁以将上部和下部结构集成在一起。

著录项

  • 公开/公告号KR100983861B1

    专利类型

  • 公开/公告日2010-09-28

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20080015299

  • 发明设计人 홍석희;박석주;

    申请日2008-02-20

  • 分类号E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 18:30:46

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