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Constructing method for the filling out abutement of bridge

机译:桥梁桥台填方的施工方法

摘要

PURPOSE: A process for producing abutment back-filing drainage of bridge and a structure for the same are provided by minimizing earth pressure-resistance by water inflow generated behind of the abutment to extend public time of the bridge and to easily manage the bridge. CONSTITUTION: The process comprises steps of: building riverbank portions at both sides of the bridge; striking and inserting a steel H pile(50) into a support layer by a base pile to support the abutment(100); forming a cast for the drainage at the riverbank side and introducing a concrete to produce a base portion(10) provided with the abutment drainage(20); introducing the concrete to complete the abutment; forming stepwise filled portion on the base side to form a 'U' shaped precast water route drainage(30); and forming a hollowed pipe(40) at a position with reduced earth pressure-resistance on step portions of the drainage.
机译:目的:通过最小化由桥台后面产生的水流入引起的土压力抗性,以延长桥的公共时间并易于管理桥,从而提供了一种桥的桥台背向排水的生产方法及其结构。组成:该过程包括以下步骤:在桥梁的两侧建造河岸部分;将H型钢桩(50)通过基桩撞击并插入支撑层中,以支撑基台(100);在河岸侧形成用于排水的铸件,并引入混凝土以产生设有桥墩排水(20)的基部(10);引入混凝土以完成基台;在底侧形成逐步填充的部分,以形成“ U”形预制水道排水装置(30);在排水的台阶部的土压力阻力减小的位置形成空心管(40)。

著录项

  • 公开/公告号KR100433653B1

    专利类型

  • 公开/公告日2004-06-07

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20000072140

  • 发明设计人 김동환;

    申请日2000-11-30

  • 分类号E01D19/02;

  • 国家 KR

  • 入库时间 2022-08-21 22:47:09

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