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TUNNEL BORING CONSTRUCTION METHOD AND TUNNEL CONSTRUCTION SUPPORT DEVICE

机译:隧道掘进施工方法及隧道施工支护装置

摘要

PURPOSE: To further enhance construction safety and efficiency and obtain solid tunnel structure by applying a direct lining method which uses a movable lining form to a collapse natural ground. ;CONSTITUTION: A timbering space 33 is excavated in a preceding manner in the shape of a ditch along an inner peripheral edge of a tunnel, thereby forming a core sibsoil 2M which remains inside. Then, the stability of a cross section of a drift near a cutting face is attempted by driving in a frame 19 of a temporary receiving timbering device 5B in the timbering space and the core ground is cultivated and removed at one time. At the same with this, a side push plate 16 on the side of a centering 5A is pushed at a pit mouth of the tunnel, thereby forming a gable stopper and a lining space 15 directly nehind the frame 19 so that a lining 32 may be built up.;COPYRIGHT: (C)1994,JPO&Japio
机译:目的:为了进一步提高施工安全性和效率,并通过使用直接衬砌方法将实心隧道结构应用于塌陷的自然地面,从而获得坚固的隧道结构。构造:沿隧道的内周缘以沟槽的形式预先挖出一个伐木空间33,从而形成保留在内部的岩心基土2M。然后,通过在锯木空间中的临时接收锯木装置5B的框架19中驱动来尝试在切割面附近的漂移的横截面的稳定性,并且一次耕种和去除核心地面。与此相同,在隧道的坑口处推压定心5A侧的侧推板16,从而在框架19的正下方形成山墙塞和衬里空间15,从而可以形成衬里32。 COPYRIGHT:(C)1994,JPO&Japio

著录项

  • 公开/公告号JPH06129181A

    专利类型

  • 公开/公告日1994-05-10

    原文格式PDF

  • 申请/专利权人 MITSUI CONSTR CO LTD;

    申请/专利号JP19920304862

  • 发明设计人 SAKAIRI OSAMU;UOZUMI MASATAKA;NAKAI SAKAE;

    申请日1992-10-16

  • 分类号E21D9/00;

  • 国家 JP

  • 入库时间 2022-08-22 04:47:31

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