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Shield tunneling method null for existing tube withdrawal and new establishment tube construction

机译:盾构隧穿方法对现有管的撤离和新建管的建设无效

摘要

PURPOSE: To excavate the ground around an existing pipe in an arbitrary cross section and remove the existing pipe and execute the construction of a tunnel in arbitrary cross section. ;CONSTITUTION: A shield machine 1 having a cutter 4 capable of rotating eccentrically in non contact with an area around the existing pipe 25 is installed outside the existing pipe 25 where the cutter 4 is used to excavate a spot around the existing pipe 25 in arbitrary cross section. After the excavation, the shield machine 1 is driven forward. When a tunnel has been excavated, the existing pipe 25 is cut inside the shield machine 1 and removed.;COPYRIGHT: (C)1995,JPO
机译:目的:在任意横截面的现有管道周围挖掘地面,并拆除现有管道,并在任意横截面中进行隧道施工。 ;构成:具有切割器4的屏蔽机1安装在现有管25的外部,该切割器4能够不与现有管25周围的区域相接触地偏心旋转,在该屏蔽机1中,切割器4用于在现有管25周围任意地挖掘点。横截面。开挖之后,盾构机1被向前驱动。开挖隧道后,将现有的管道25切入盾构机1内,然后拆除。版权所有:(C)1995,JPO

著录项

  • 公开/公告号JP2652513B2

    专利类型

  • 公开/公告日1997-09-10

    原文格式PDF

  • 申请/专利权人 DAIHO KENSETSU KK;

    申请/专利号JP19940085619

  • 发明设计人 NAKAJIMA KAZUHISA;

    申请日1994-03-30

  • 分类号E21D9/00;E21D9/06;E21D9/08;

  • 国家 JP

  • 入库时间 2022-08-22 03:28:50

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