首页> 外国专利> CONSTRUCTION METHOD OF A TWO ARCH TUNNEL WITH A SHOTCRETE CONSTRUCTION METHOD, CAPABLE OF CONSTRUCTING A CENTER SUPPORT WALL BY CONSTRUCTING A QUICK CONCRETE AFTER CONSTRUCTING SHOTCRETE

CONSTRUCTION METHOD OF A TWO ARCH TUNNEL WITH A SHOTCRETE CONSTRUCTION METHOD, CAPABLE OF CONSTRUCTING A CENTER SUPPORT WALL BY CONSTRUCTING A QUICK CONCRETE AFTER CONSTRUCTING SHOTCRETE

机译:带拱构造的两座拱形隧道的构造方法,能够在构造后构造出快速混凝土来构造中心支撑墙

摘要

PURPOSE: A construction method of a two arch tunnel with a shotcrete construction method are provided to reduce the construction periods of an entire two arch tunnel by reducing the construction periods of the center support wall.;CONSTITUTION: A pilot tunnel is excavated, and shotcrete is constructed in a position corresponding to one side of a center support wall around the center of the pilot tunnel. Quick concrete is sprayed on the constructed shotcrete so that the center support wall is formed. A main line tunnel is excavated to both sides of the pilot tunnel after the concrete is hardened into a predetermined intensity. A shotcrete member uses a waveform steel plate, and the steel plate is vertically and partially separated in order to improve workability.;COPYRIGHT KIPO 2013;[Reference numerals] (AA) Construction period; (BB) Construction step; (CC) Excavate a pilot tunnel(S11A); (DD) Install a center support wall(S11B); (EE) Excavate a main line tunnel(S11C)
机译:目的:提供一种采用喷浆施工法的两拱隧道施工方法,以通过减少中心支撑墙的施工周期来缩短整个两拱隧道的施工周期。;构成:开挖引水隧洞并喷射混凝土在围绕导引隧道的中心的中央支撑壁的一侧的位置构造有“隧道”。将快速混凝土喷射到已建造的喷射混凝土上,从而形成中心支撑壁。在混凝土硬化至预定强度之后,在主管隧道的两侧开挖干线隧道。喷射混凝土构件使用波形钢板,钢板垂直和局部分开以提高可使用性。; COPYRIGHT KIPO 2013; [参考数字](AA)工期; (BB)施工步骤; (CC)开挖试验隧道(S11A); (DD)安装中央支撑墙(S11B); (EE)开挖干线隧道(S11C)

著录项

  • 公开/公告号KR20130048883A

    专利类型

  • 公开/公告日2013-05-13

    原文格式PDF

  • 申请/专利权人 KOREA TWO ARCH CO. LTD.;

    申请/专利号KR20110113777

  • 发明设计人 PARK JAE HYUN;

    申请日2011-11-03

  • 分类号E21D11/10;E21D11/00;

  • 国家 KR

  • 入库时间 2022-08-21 16:27:10

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