首页> 外国专利> THE BRIDGE CONSTRUCTION METHOD OF HAVING USED COMPOSITION DOUBLE GIRDER AND THIS WHICH CONNECTED AND MANUFACTURED I BEAM BY THE UPPER AND LOWER SIDES

THE BRIDGE CONSTRUCTION METHOD OF HAVING USED COMPOSITION DOUBLE GIRDER AND THIS WHICH CONNECTED AND MANUFACTURED I BEAM BY THE UPPER AND LOWER SIDES

机译:具有使用组合双梁的桥架施工方法,该梁通过上下梁进行连接和制造

摘要

According to the present invention, two I beams of different stiffness or the same are connected up and down to produce a double beam, and only both ends and the parent part are manufactured as a double beam, or both ends and the positive and minor moment parts are all made as a double beam, and a small type The purpose is to provide a double beam fabricated by connecting I beams up and down and bridge construction methods using them.;An upper I beam formed by connecting the I beams up and down in accordance with the present invention for achieving the above object is installed on the upper, upper and lower flanges and the web; It is fixed to the lower flange of the upper I beam, characterized in that consisting of a lower I beam consisting of upper, lower flanges and a web.;In addition, the bridge construction method using the double beam manufactured by connecting the I beam up and down according to the present invention for achieving the above object is by the upper flange of the lower flange of the upper I beam and the upper flange of the lower I beam by welding or welding Manufacturing a double beam; Installing a hydraulic jack for introducing a prestressed load at a predetermined distance from both ends of the manufactured double beams; Welding or bolting the lower flange of the upper I-beam and the upper flange of the lower I-beam of the double beam integrally welded or bolted to each other while applying the prestressed load to the installed hydraulic jack; Removing the loaded prestress load and simultaneously producing a prestressed double beam; The construction of the bridge by sequentially performing the step of mounting the produced prestressed double beams on the alternating and piers.;I beam, upper and lower flange, double beam, bridge
机译:根据本发明,将具有不同刚度或相同刚度的两个I型梁上下连接以产生双梁,并且仅将两端和母部件制造为双梁,或者将两端以及正负弯矩制造零件全部制成双梁,小型化目的是提供一种通过上下连接I梁制造的双梁,以及使用它们进行桥梁施工的方法。上部I梁是通过上下连接I梁而形成的为了实现上述目的,根据本发明,在上,上,下凸缘和腹板上安装了上述装置。它固定在上I形梁的下凸缘上,其特征在于,它由下I形梁组成,下I形梁由上,下凸缘和腹板组成;此外,使用通过连接I形梁制成的双梁的桥梁施工方法为了实现上述目的,根据本发明的上下结构是通过焊接或焊接制造上I形梁的下凸缘的上凸缘和下I形梁的上凸缘制造的双梁;在距所制造的双梁的两端预定距离处安装用于引入预应力的液压千斤顶;将预应力施加到已安装的液压千斤顶上时,将整体工字钢的下部I形梁的下部法兰和双梁的下部I形梁的上部法兰焊接或螺栓连接在一起;去除已加载的预应力载荷,并同时产生预应力双梁;通过依次执行将产生的预应力双梁安装在交替和桥墩上的步骤来构造桥梁; I型梁,上下凸缘,双梁,桥梁

著录项

  • 公开/公告号KR100555253B1

    专利类型

  • 公开/公告日2006-03-03

    原文格式PDF

  • 申请/专利权人 NO YUN KEUN;

    申请/专利号KR20050017259

  • 发明设计人 NO YUN KEUN;

    申请日2005-03-02

  • 分类号E01D2/02;

  • 国家 KR

  • 入库时间 2022-08-21 21:24:15

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