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Construction manner and that device null of shaft or inclined shaft and main track

机译:轴或倾斜轴与主轨道的施工方式及装置无效

摘要

PURPOSE:To reduce a construction period by using a center-bent device to make steep curve execution after a vertical shaft is constructed by the seconds shield excavator into which the first shield excavator is incorporated, and branching and moving forward the first excavator to construct a main track tunnel. CONSTITUTION:The first and second shield excavators A and B are held on the same axis, and a cutter face plate 3 of the first shield excavator A and a copy cutter 4 are driven and rotated to excavate and construct a vertical shaft C from the ground. After that, when it is excavated and moved forward to a specific depth, a center-bent jack 8 of the second shield excavator B is operated, and the excavator B is bent at the center to make steep curve execution. The excavator A is branched and separated from the excavator B at a proper position by using a shield jack 1 by making a slide device 5 and guide roller 6 as a guide to move forward, and a horizontal main track tunnel is constructed. According to the constitution, the starting shaft is not required, and a construction cost can be reduced.
机译:目的:为了减少施工周期,在装有第一台盾构挖掘机的秒盾挖掘机构造出竖井之后,使用中心弯曲装置执行陡峭的弯道,然后分支并向前移动第一台挖掘机以构造出一条主轨道隧道。组成:第一盾构挖掘机A和第二盾构挖掘机B保持在同一轴线上,第一盾构挖掘机A的切割机面板3和仿形切割机4被驱动并旋转以从地面挖掘并构造垂直轴C 。之后,当其被挖掘并向前移动到特定深度时,第二防护挖掘机B的中心弯曲千斤顶8被操作,并且挖掘机B在中心处弯曲以执行陡峭的曲线执行。通过以滑动装置5和导向辊6为导向,通过使用防护千斤顶1,在适当的位置上将挖掘机A从挖掘机B分支并分离,从而构成水平的主轨道隧道。根据该构造,不需要起动轴,并且可以降低建造成本。

著录项

  • 公开/公告号JP2756716B2

    专利类型

  • 公开/公告日1998-05-25

    原文格式PDF

  • 申请/专利权人 SATO KOGYO KK;

    申请/专利号JP19900010655

  • 发明设计人 KURAKI SHUJI;SUZUKI KATSUHIRO;

    申请日1990-01-22

  • 分类号E21D9/06;E21D1/03;

  • 国家 JP

  • 入库时间 2022-08-22 03:01:10

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