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Construction method of tunnel invert and precast plate for tunnel invert

机译:隧道倒置施工方法及隧道倒装预制板

摘要

PROBLEM TO BE SOLVED: To provide a construction method of a tunnel invert which is excellent in workability and excellent in strength against earth pressure.SOLUTION: In a construction method of a tunnel invert in which a concrete invert 5 is provided at a bottom of an existing tunnel 1, since the invert 5 having a width of the tunnel 1 is formed by a precast board 6, the plurality of precast boards 6 are formed, the bottom part of the tunnel 1 is excavated, and the precast board 6 is installed at an excavated part 31, it is possible to form the invert 5 by disposing the plurality of precast boards 6 at the excavated part 31 of the existing tunnel 1. Since the precast board 6 is an integral body having the width of the tunnel 1, the invert 5 is easy to install because there is no joining portion, and is excellent in strength against the earth pressure applied after construction.SELECTED DRAWING: Figure 1
机译:解决的问题:提供一种在施工性,施工性,抗土强度方面优异的隧道式倒置机的施工方法。解决方案:在隧道式倒置机的施工方法中,在混凝土的底部设置混凝土反型机5。现有的隧道1,由于具有预制板6的宽度的倒相器5由预制板6形成,因此形成多个预制板6,挖出隧道1的底部,并将预制板6安装在通过在现有隧道1的挖掘部分31上布置多个预制板6,可以在挖掘部分31上形成倒置5。由于预制板6是具有隧道1的宽度的整体,所以由于没有连接部分,invert 5易于安装,并且在施工后承受的土压力方面具有极好的强度。选图:图1

著录项

  • 公开/公告号JP6648389B2

    专利类型

  • 公开/公告日2020-02-14

    原文格式PDF

  • 申请/专利权人 日本サミコン株式会社;

    申请/专利号JP20170015283

  • 发明设计人 佐久間 眞澄;小黒 勝之;

    申请日2017-01-31

  • 分类号E21D11/04;E21D11/08;E21D9/04;

  • 国家 JP

  • 入库时间 2022-08-21 11:33:26

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