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While digging Shank doing the tunnel

机译:在挖小腿做隧道时

摘要

PPROBLEM TO BE SOLVED: To provide a cast-in-place lining shield method which contributes to formation of a thin thickness of a lining concrete layer without causing degradation of a concrete force-feeding ability and without clogging a pipe line of a concrete placing pipe, and to provide a shield machine. PSOLUTION: According to the cast-in-place lining shield method, an inner form 4 is set along a tunnel internal peripheral surface 10 by a rear end of a skin plate 2 of the shield machine, and an end portion of a concrete placement space 10 defined by the tunnel internal peripheral surface and the inner form is blocked with an end form 5 arranged between the skin plate and the inner form, and movable in forward and backward directions. The end form 5 has formed therein an elliptic concrete placing hole 9 that extends along a circumferential direction thereof, and the concrete placing pipe 11 having a pipe line cross sectional area almost equal to an opening cross sectional area of the placing hole, is connected to the placing hole, followed by force-feeding and placing the concrete from a concrete pump through the placing pipe. The concrete C filled in the concrete placement space is pressurized to a predetermined value by the end form. PCOPYRIGHT: (C)2009,JPO&INPIT
机译:

要解决的问题:提供一种现浇衬砌屏蔽方法,该方法有助于形成较薄厚度的衬砌混凝土层,而不会导致混凝土受力能力的降低,也不会堵塞管道的管道。混凝土浇筑管,并提供屏蔽机。

解决方案:根据现浇衬里屏蔽方法,在屏蔽机的蒙皮板2的后端和外壳的端部沿隧道内周表面10设置内部模板4。由隧道的内周表面和内部模板限定的混凝土放置空间10被布置在蒙皮板和内部模板之间并且可沿前后方向移动的端部模板5封闭。端模5在其中形成有沿其圆周方向延伸的椭圆形混凝土放置孔9,并且连接有管道横截面积几乎等于放置孔的开口横截面积的混凝土放置管11。放置孔,然后将混凝土泵中的混凝土强制注入并通过放置管进行放置。通过最终形式将填充在混凝土放置空间中的混凝土C加压至预定值。

版权:(C)2009,日本特许厅&INPIT

著录项

  • 公开/公告号JP5169160B2

    专利类型

  • 公开/公告日2013-03-27

    原文格式PDF

  • 申请/专利权人 株式会社大林組;

    申请/专利号JP20070294615

  • 发明设计人 新村 亮;田中 将希;三木 慶造;

    申请日2007-11-13

  • 分类号E21D9/06;E21D11/10;

  • 国家 JP

  • 入库时间 2022-08-21 16:54:57

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