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LINING CONSTRUCTION METHOD OF EXISTING TUNNEL AND DRILLING DEVICE FOR LINING

机译:既有隧道及钻探设备衬砌施工方法

摘要

PURPOSE: To improve workability by arranging a drilling device having a cuter on the outer circumference of an existing tunnel, drilling the natural ground outside the tunnel, discharging soil in the tunnel, and filling the rear space drilled by means of the drilling device with injection material so as to line the outside of the tunnel. ;CONSTITUTION: Drilled earth and sand drilled with a cutter 23 are discharged in a tunnel by feeding and discharging mud utilizing the grout hole 32 of the segment 30 of an existing tunnel. Next, for shielding by a shield machine, the rear grip 15 of a rear body 12 is stretched and the front grip 14 of a front body 11 is released, and a shield jack 13 is extended so as to advance the front body 11. Next, the front grip 14 is stretched and the rear grip 15 is released, and then the jack 13 is contracted so as to advance the rear body 12. Further, injection material is injected in the space after advancing the rear body 12, utilizing the grout hole and the like of the existing tunnel so as to form a lining layer 31. Hereby, in the condition of using the existing tunnel, reinforcing repair can be executed, and working efficiency and safety can be improved.;COPYRIGHT: (C)1996,JPO
机译:目的:通过在现有隧道的外周上布置带有割刀的钻探设备,在隧道外部钻探自然地面,排放隧道中的土壤,并在钻探工具中钻入的后方空间填充注浆来提高可操作性材料,以便衬砌隧道的外部。组成:用刀具23钻出的泥土和沙子通过利用现有隧道段30的灌浆孔32进出泥土而排放到隧道中。接下来,为了通过屏蔽机进行屏蔽,拉长后主体12的后把手15并且释放前主体11的前把手14,并且延伸屏蔽千斤顶13以使前主体11前进。然后,拉紧前把手14,松开后把手15,然后使千斤顶13收缩,以使后主体12前进。此外,利用灌浆,在使后主体12前进之后将注射材料注入到空间中。在现有隧道的洞口等处形成衬里层31。据此,在使用现有隧道的情况下,可以进行加固修复,并可以提高工作效率和安全性。(C)1996 ,日本特许厅

著录项

  • 公开/公告号JPH08270389A

    专利类型

  • 公开/公告日1996-10-15

    原文格式PDF

  • 申请/专利权人 TAISEI CORP;

    申请/专利号JP19950094550

  • 发明设计人 HIRACHI MASANORI;KANEKO KENICHI;

    申请日1995-03-28

  • 分类号E21D11/00;

  • 国家 JP

  • 入库时间 2022-08-22 04:03:42

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