首页> 外国专利> METHOD AND DEVICE FOR THE CONTROLLED UNDERGROUND DRIVING OF TUBES IN THE UNMATCHABLE DIAMETER AREA.

METHOD AND DEVICE FOR THE CONTROLLED UNDERGROUND DRIVING OF TUBES IN THE UNMATCHABLE DIAMETER AREA.

机译:在直径不变的区域中进行管控地下驱动的方法和装置。

摘要

1. A process for the controlled underground advance of pipes (4) in the non-negotiable diameter range, comprising pressing forward a pipe line (4), starting from a starting excavation (1), with expansion or removal of the earth with a boring tool (15, 18), and possibly with the earth removed being conveyed to the starting excavation (1), characterized in that firstly, starting from the starting excavation (1), an encasing pipe line comprising encasing pipes (3, 3') which are of an inside diameter that is larger than the outside diameter of the product pipes (4) to be laid is advanced, possibly in addition with an outside seal (5), the boring tool (15) for boring through the earth is possibly withdrawn to the starting excavation (1) through the encasing pipe line (3, 3') which has been pressed forward thereto, and a boring tool (18) for boring through solid obstacles is pushed forward from the starting excavation (1) through the encasing pipe line (3, 3') and the obstacle is bored through, when the target object (2) is reached, if necessary after the boring tool in the encasing pipe line (3, 3') has been previously pulled back, a boring tool is pushed forward from the starting excavation to bore through the target object (2), said boring tool is withdrawn again to the starting excavation (1) after boring through the target object (2), then a product pipe line (4) is pushed forward from the starting excavation (1) through the encasing pipe line (3, 3') into the target object (2) and finally the encasing pipe line (3, 3') is withdrawn to the starting excavation (1), with the product pipe line (4) being fixed in position.
机译:1.一种用于控制在不可协商的直径范围内的管道(4)的地下推进的方法,该方法包括:从开始的挖掘(1)开始向前推动管道(4),然后用管道将管道(4)膨胀或移除。钻孔工具(15、18),并且可能将去除的泥土输送到起始挖掘体(1),其特征在于,首先,从起始挖掘体(1)开始,包含套管的管道(3、3'内径大于要铺设的产品管道(4)的外径),可能还需要加装外密封(5),以便钻探大地的钻具(15)可能通过已向前挤压的套管管线(3、3')撤回至开挖基坑(1),并从开挖基坑(1)向前推动用于钻穿固体障碍物的钻探工具(18)套管管路(3,3')和障碍物通过钻孔gh,当到达目标对象(2)时,如有必要,在将套管管道(3、3')中的钻孔工具事先向后拉出之后,将钻孔工具从开始的挖掘向前推动以钻穿目标物体(2),在钻入目标物体(2)之后将所述镗孔工具再次撤回至开始的开挖(1),然后将产品管道(4)从开始的开挖(1)穿过套管管线(3、3')进入目标对象(2),最后将封闭的管线(3、3')撤回至起始挖掘点(1),产品管线(4)固定在适当的位置。

著录项

  • 公开/公告号AT30061T

    专利类型

  • 公开/公告日1987-10-15

    原文格式PDF

  • 申请/专利权人 WITTE BOHRTECHNIK GMBH;

    申请/专利号AT19850103778T

  • 发明设计人 ENGLISCH REINHOLD;BOSSE CARL B.;

    申请日1985-03-28

  • 分类号E21B7/20;E21B10/32;E21B7/04;

  • 国家 AT

  • 入库时间 2022-08-22 07:17:41

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号