首页> 外国专利> UNDERGROUND RAILWAY CROSSING CONSTRUCTION METHOD DIRECTLY INSTALLING A PRECAST CONCRETE SLAB CAPABLE OF CONSTRUCTING AN UNDERGROUND CROSSING STRUCTURE BY DIRECTLY INSTALLING THE PRECAST CONCRETE SLAB IN A CONSTRUCTION SECTION

UNDERGROUND RAILWAY CROSSING CONSTRUCTION METHOD DIRECTLY INSTALLING A PRECAST CONCRETE SLAB CAPABLE OF CONSTRUCTING AN UNDERGROUND CROSSING STRUCTURE BY DIRECTLY INSTALLING THE PRECAST CONCRETE SLAB IN A CONSTRUCTION SECTION

机译:地下铁路穿越施工方法直接安装能够通过在建筑部分直接安装预制混凝土楼板而构成地下穿越结构的预制混凝土楼板

摘要

PURPOSE: An underground railway crossing construction method directly installing a precast concrete slab is provided to directly install a PC(precast) slab in a construction section of an underground railway crossing and to utilize the PC slab as a main structure, thereby improving a construct ability and an economic feasibility, minimizing the depth of excavation, and enhancing the safety of a train running.;CONSTITUTION: An underground railway crossing construction method directly installing a precast concrete slab comprises the following steps: burying multiple pairs of temporary piers under the earth(22) on both sides of a railway(10) in the longitudinal direction of the railway; burying multiple cross beams under the earth to cross the lower part of the railway in order to be supported by the upper ends of the multiple pairs of temporary piers; removing the part of the section in which multiple cross beams are buried for the construction of a first construction section; installing a PC(precast) slab(40) on the first construction section to support multiple cross beams; installing a first replacement railway(12) connected to the railway on the upper surface of the PC slab; constructing a main tunnel by performing a bed excavation under the PC slab; and constructing a underground crossing structure(80) in the main tunnel.;COPYRIGHT KIPO 2013
机译:目的:提供一种直接安装预制混凝土板的地下铁路道口施工方法,以将PC(预制)板直接安装在地下铁路道口的施工段中,并以PC板为主要结构,从而提高施工能力并在经济上可行,最大程度地减少了开挖深度,并提高了列车运行的安全性。;组成:直接安装预制混凝土板的地下铁路道口施工方法包括以下步骤:将多对临时墩埋入地下( 22)在铁路纵向的两侧(10);将多个横梁埋在地下以穿越铁路的下部,以便由多对临时墩的上端支撑;移去部分埋有多个横梁的部分,以建造第一建筑工段;在第一个建筑工段上安装PC(预制)平板(40),以支撑多个横梁;在PC平板的上表面安装与铁路连接的第一条替换铁路(12);通过在PC板下进行基床开挖来建造主隧道;并在主隧道中建造了一个地下穿越结构(80)。; COPYRIGHT KIPO 2013

著录项

  • 公开/公告号KR101234091B1

    专利类型

  • 公开/公告日2013-02-19

    原文格式PDF

  • 申请/专利权人 RAILWAY SAFETY RESEARCH CENTER CO. LTD.;

    申请/专利号KR20120052008

  • 发明设计人 MIN JI HONG;EUM KI YOUNG;

    申请日2012-05-16

  • 分类号E02D29/045;E21D9/04;

  • 国家 KR

  • 入库时间 2022-08-21 16:25:40

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