首页> 外国专利> A INTEGRAL ABUTMENT CONTINUOUS COMPOSITE BRIDGE USING PRECAST GIRDER AND THE CONSTRUCTION METHOD THEREOF

A INTEGRAL ABUTMENT CONTINUOUS COMPOSITE BRIDGE USING PRECAST GIRDER AND THE CONSTRUCTION METHOD THEREOF

机译:预制梁整体承压连续复合桥及其施工方法

摘要

PURPOSE: A continuous composite bridge integrated with an abutment using a precast girder and a construction method thereof are provided to improve structural safety by applying compressive force for reducing negative moment to slab concrete. CONSTITUTION: A continuous composite bridge integrated with an abutment using a precast girder comprises abutments(13), a pier(14), outer and inner temporary construction materials, precast girders(33), slab concrete(36), abutment connecting concrete(39), and a bridge bearing(22). The outer temporary construction materials are formed on the top ends of the abutments. The inner temporary construction material is formed on the top end of the pier. The precast girders are installed on the outer and inner temporary construction materials, and compressive force is applied thereto. The slab concrete is placed on the tops of the precast girders. The abutment connecting concrete integrates the abutments and the precast girders with the slab concrete. The bridge bearing is installed between the pier and the precast girders. [Reference numerals] (AA) Secondary ascent
机译:目的:提供一种使用预制梁与桥台集成在一起的连续式复合材料桥梁及其施工方法,通过施加压缩力以减少板状混凝土的负弯矩来提高结构安全性。组成:使用预制梁与桥台集成的连续复合桥,包括桥台(13),墩台(14),内外临时建筑材料,预制梁(33),平板混凝土(36),桥台连接混凝土(39) )和一个桥式轴承(22)。外部临时建筑材料形成在基台的顶端。内部临时建筑材料形成在墩的顶端。预制梁安装在外部和内部临时建筑材料上,并对其施加压力。板混凝土被放置在预制梁的顶部。基台连接混凝土将基台和预制大梁与平板混凝土结合在一起。桥轴承安装在墩和预制梁之间。 [参考数字](AA)二次上升

著录项

  • 公开/公告号KR20120136639A

    专利类型

  • 公开/公告日2012-12-20

    原文格式PDF

  • 申请/专利权人 PARK YUNG HEE;KOO HO WON;

    申请/专利号KR20110055686

  • 发明设计人 PARK YUNG HEE;KOO HWA WON;

    申请日2011-06-09

  • 分类号E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 16:28:20

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