首页> 外国专利> COMPOSITE STEEL CONTINUOUS BRIDGE CONSTRUCTION METHOD USING CONCRETE CROSS BEAMS

COMPOSITE STEEL CONTINUOUS BRIDGE CONSTRUCTION METHOD USING CONCRETE CROSS BEAMS

机译:钢筋混凝土横梁组合钢连续桥施工方法

摘要

PURPOSE: A steel composite continuous bridge using concrete cross beams and a construction method thereof are provided to exclude or minimize the occupation of space under a bridge during construction. CONSTITUTION: A construction method of a steel composite continuous bridge using concrete cross beams is as follows. After burying a reinforcement plate for bridge bearing installation in the upper part of a support including a pier and an abutment, a primary concrete cross beam reinforcing bar and a girder backing frame is installed(S1). Concrete is placed and hardened first to a position slightly lower than the bottom surface of a girder in order to enable smooth composition of a concrete cross beam and a girder(S2). A pre-manufactured girder is placed on a girder support on the concrete cross beam(S3). A timbering for slab construction and a secondary form are installed as being supported by the girder(S4). After arranging bottom reinforcing bars, a secondary concrete cross beam and slab concrete are placed at the same time and hardened(S5). A defense wall and a handrail are installed(S6).
机译:目的:提供一种使用混凝土横梁的钢复合连续桥及其施工方法,以消除或最小化桥梁在施工过程中对空间的占用。组成:采用混凝土横梁的钢复合连续桥的施工方法如下。将用于桥梁轴承安装的加固板埋入包括桥墩和基台的支撑上部中,然后安装主混凝土横梁加固梁和大梁背衬框架(S1)。首先放置混凝土并使其硬化到比大梁的底面稍低的位置,以使混凝土横梁和大梁能够顺利组合(S2)。将预制梁放在混凝土横梁上的梁支架上(S3)。在大梁(S4)的支撑下,安装了用于平板结构的木料和辅助模板。布置底部钢筋后,同时放置次生混凝土横梁和平板混凝土并进行硬化(S5)。安装了防御墙和扶手(S6)。

著录项

  • 公开/公告号KR101241401B1

    专利类型

  • 公开/公告日2013-03-12

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20100085717

  • 发明设计人 김은하;

    申请日2010-09-01

  • 分类号E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 16:25:34

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