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Tunnel lining concrete placing facilities method and the arch center

机译:隧道衬砌混凝土浇筑设施的方法和拱中心

摘要

PURPOSE:To make it possible to place a better concrete lining with no steps of joint in a construction joint on a side wall by absorbing the side pressure of concrete in case of concrete placement by a portal which is antecedently displaced. CONSTITUTION:A portal 5 and a height of a ceiling end part of a centre 6 are set, and displacement much more than the amount of displacement added to a side wall centre 1 is provided to the portal 5 in advance in case of concrete placement. The provision of the antecedent displacement is made by an antecedent displacement provided substance 10. The side pressure of the concrete 8 in case of concrete placement is absorbed by the portal 5 which is antecedently displaced.
机译:目的:通过在先行位移的门户放置混凝土的情况下,吸收混凝土的侧压力,从而能够在侧壁的建筑缝中放置无缝台阶的更好的混凝土衬砌。构成:设置门廊5和中心6的顶棚端部的高度,在混凝土浇筑的情况下,预先向门廊5提供位移,该位移远大于添加到侧壁中心1的位移量。前移量由前移量提供物质10提供。混凝土8放置时,混凝土8的侧压力由前移孔5吸收。

著录项

  • 公开/公告号JPH0631552B2

    专利类型

  • 公开/公告日1994-04-27

    原文格式PDF

  • 申请/专利权人 SAGA KOGYO KK;

    申请/专利号JP19880077704

  • 发明设计人 YASUDA HIROAKI;

    申请日1988-03-30

  • 分类号E21D11/10;

  • 国家 JP

  • 入库时间 2022-08-22 04:53:57

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