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BUILDING METHOD FOR BANKING WHERE TUNNEL CONSTRUCTION IS PLANNED

机译:计划在哪里建造隧道的建造方法

摘要

PURPOSE:To eliminate a primary covering work and to reduce a term of works and decrease a construction cost, by a method wherein an arched ground zone is built at the peripheral wall part of a planned site of a tunnel by the use of a compression resistant banking material, and a number of second burying nets are horizontally laid in the arched ground zone. CONSTITUTION:A first burying net 4 at a first stage is horizontally laid on a ground 2, a primary layer banking material 5 is laminarily piled up for rolling- compaction, and in the following works, the above is repeated to build a banking 1. In which case, an arched ground zone 6 is built at the peripheral wall part of a planned site of a tunnel 3 by the use of a banking material 5a having excellent resistance to compression, and a number of second burying nets 7 and 8 are horizontally buried in the arched ground zone 6. Thereafter, the tunnel 3 is excavated, the first burying net 4 is cut for removal. Further, a compression resistant banking material 2a and the burying nets 4, 7, and 8 at the peripheral wall part of the planned site of the tunnel 3 can eliminate a primary covering work.
机译:目的:通过一种方法,其中通过使用抗压性在隧道的计划工地的周壁部分建造拱形地面区域,从而消除了主要的掩盖工作并减少了工期并降低了建造成本。银行材料,并在拱形地面区域水平放置许多第二埋网。组成:第一阶段的第一掩埋网4水平放置在地面2上,将第一层堤坝材料5层叠起来进行滚动压实,在以下工作中,重复上述步骤以建造堤坝1。在这种情况下,通过使用具有优异抗压缩性的堤坝材料5a,在隧道3的规划位置的周壁部分处建立拱形地面区域6,并且多个第二掩埋网7和8水平放置埋入拱形地面区域6中。此后,开挖隧道3,切割第一埋入网4以将其移除。此外,在隧道3的预定位置的周壁部分处的抗压缩堤岸材料2a和掩埋网4、7和8可以消除主要的覆盖工作。

著录项

  • 公开/公告号JPH0252049B2

    专利类型

  • 公开/公告日1990-11-09

    原文格式PDF

  • 申请/专利权人 TEKKEN CONSTR CO;

    申请/专利号JP19850110688

  • 发明设计人 HORIMATSU KAZUO;

    申请日1985-05-23

  • 分类号E02D17/13;E02D17/18;E02D29/045;E02F5/02;E21D9/04;

  • 国家 JP

  • 入库时间 2022-08-22 06:21:08

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