首页> 外国专利> Prestressed concrete girder with plural steel wires disposed at shear surface of tension port

Prestressed concrete girder with plural steel wires disposed at shear surface of tension port

机译:在张紧口的受剪面上布置有多根钢丝的预应力混凝土梁

摘要

PURPOSE: A prestressed concrete girder wherein multiple wires are positioned on the front end of a tension part, a manufacturing method thereof, and a fabricated bridge construction method using the same are provided to reduce construction times and costs by the construction of the fabricated bridge. CONSTITUTION: A fabricated bridge construction method using a prestressed concrete girder wherein multiple wires are positioned on the front end of a tension part comprises following steps. A pile column(90) is vertically and horizontally penetrated into the ground(31) at fixed intervals. An upper projection(91) projected from the upper part of the pile column is inserted into a through-hole of a lower connecting supporter(80). A pier coping is formed by pouring and curing concrete inside the through hole. A rubber bearing(11) is installed on the lower connection supporting member. A prestressed concrete girder(20) is installed on the rubber bearing. A girder connection part(100) is installed in a space wherein girders are adjacent to each other to pour non-shrinkage concrete.
机译:目的:提供一种预应力混凝土梁,其中多根线材放置在受拉部分的前端,其制造方法以及使用该梁的预制桥梁的建造方法,旨在通过建造预制的桥梁来减少建造时间和成本。构成:一种使用预应力混凝土梁的桥梁施工方法,其中多根线材放置在受拉部件的前端,包括以下步骤。桩柱(90)以固定的间隔水平和垂直地穿入地面(31)。从桩柱的上部突出的上部突出部(91)插入下部连接支撑件(80)的通孔中。通过在通孔内部浇注和固化混凝土来形成桥墩。橡胶轴承(11)安装在下部连接支撑部件上。在橡胶轴承上安装了一个预应力混凝土梁(20)。大梁连接部(100)被安装在大梁彼此相邻的空间中,以浇注不收缩的混凝土。

著录项

  • 公开/公告号KR101086643B1

    专利类型

  • 公开/公告日2011-11-24

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20090028014

  • 发明设计人 김회준;김창래;

    申请日2009-04-01

  • 分类号E01D2;E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 17:11:04

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