EP1126130A1 - Procédé et dispositif de pose de canalisations sans excavation - Google Patents

Procédé et dispositif de pose de canalisations sans excavation Download PDF

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Publication number
EP1126130A1
EP1126130A1 EP00103197A EP00103197A EP1126130A1 EP 1126130 A1 EP1126130 A1 EP 1126130A1 EP 00103197 A EP00103197 A EP 00103197A EP 00103197 A EP00103197 A EP 00103197A EP 1126130 A1 EP1126130 A1 EP 1126130A1
Authority
EP
European Patent Office
Prior art keywords
pipe
product
product pipe
laying
boring machine
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP00103197A
Other languages
German (de)
English (en)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Herrenknecht AG
Original Assignee
Subtec AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Subtec AG filed Critical Subtec AG
Priority to EP00103197A priority Critical patent/EP1126130A1/fr
Publication of EP1126130A1 publication Critical patent/EP1126130A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/28—Enlarging drilled holes, e.g. by counterboring
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E21B7/208—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes using down-hole drives

Definitions

  • the invention relates to a method for laying pipes, in the aspect of the two known trenchless laying methods, the controlled horizontal drilling technology (HDD) and the Tunneling technology, especially micro tunnel technology (MT), used in combination and with additional new ones Aspects are added, as well as devices for implementation of the procedure.
  • HDD controlled horizontal drilling technology
  • MT micro tunnel technology
  • the invention is therefore based on the object Propose pipe laying that does not have the disadvantages mentioned having.
  • the embodiment of the invention described below concerns the laying of a product pipe for crossing under of a river 1.
  • the underground is structured as follows: the Both banks of the river consist of sand 2, which is on one Coarse gravel layer 3 rests in which the river bed is formed. Is located under the gravel layer Marble interspersed with marl 4.
  • the pipeline provided runs through all three layers. In the coarse gravel layer cannot maintain borehole support so that the conventional HDD process fails.
  • Pilot drilling is carried out in, as shown in FIGS conventionally by means of the known controlled Horizontal drilling technology (HDD) with a drilling rig 6 along an intended installation route 7 from an entry point 8 to an exit point 9.
  • HDD Horizontal drilling technology
  • a drill head 10 with a relatively small diameter of approx. 250 mm is used with a relatively small HDD device 6 Drilled drill pipe 11.
  • a Product tube 16 introduced.
  • the intended product pipe 16 is prepared in full length (e.g. welded) and lies on trestles 17 in front of the entry point 8.
  • the trestles run on a rail assembly 18 that of the pipe length is accordingly set up before entry point 8.
  • the pusher 15 serves to advance the pipe 16 and is designed for a thrust of approx. 8,000 kN.
  • a microtunnel machine 19 coupled, their energy supply from one mobile energy level 20 takes place at the end of the product tube rides on the rail arrangement 18. Also on this one A mobile is coupled to the side of the product tube Pump arrangement 21 for the rinsing liquid and also one mobile processing system 22 for cleaning the Rinsing liquid.
  • the microtunnel machine 19 is with the drill string of the HDD device connected and then from the puller 13 via the Drill pipe pulled through the ground. By pulling it is exact guidance of the MD machine guaranteed.
  • the connection between micro tunnel machine 19 and the drill string 5 of the HDD device is preferably centric, but can also be eccentric.
  • the product tube 16 lies in its final position along the intended route 7.
  • the product pipe is on the outlet side after disassembly Microtunnel machine and the pulling device through pipe elbows connected to a further line.
  • On the The inlet end is the pipe end after dismantling the devices in the elastic bow lowered and also with a continuing line connected.
  • the laying technique described is almost unlimited applicable. Laying lengths of more than 500m are easy possible. Compared to the well-known HDD technology, it has the The advantage that they can also be used in difficult building sites, e.g. Gravel, stones etc. can be used. The risk of Flushing outbreaks or borehole collapse is practical eliminated.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
EP00103197A 2000-02-17 2000-02-17 Procédé et dispositif de pose de canalisations sans excavation Withdrawn EP1126130A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP00103197A EP1126130A1 (fr) 2000-02-17 2000-02-17 Procédé et dispositif de pose de canalisations sans excavation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP00103197A EP1126130A1 (fr) 2000-02-17 2000-02-17 Procédé et dispositif de pose de canalisations sans excavation

Publications (1)

Publication Number Publication Date
EP1126130A1 true EP1126130A1 (fr) 2001-08-22

Family

ID=8167870

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00103197A Withdrawn EP1126130A1 (fr) 2000-02-17 2000-02-17 Procédé et dispositif de pose de canalisations sans excavation

Country Status (1)

Country Link
EP (1) EP1126130A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007124789A1 (fr) * 2006-04-28 2007-11-08 Herrenknecht Ag procÉdÉ et dispositifs de pose sans tranchÉe de CONDUITES
NL2002143C (nl) * 2008-10-28 2010-04-29 Van Leeuwen Harmelen Bv Geb Leidingdrukinrichting met eindloze transportorganen voor gebruik tijdens een proces van horizontaal gestuurd boren.
AU2010202251B1 (en) * 2010-06-01 2010-12-02 Van Leeuwen Boringen B.V. Pipeline pressure device with endless conveyor members for use during a horizontal directional drilling process
CN114233191A (zh) * 2021-12-23 2022-03-25 浙江华东工程咨询有限公司 一种基于非开挖定向钻孔技术的海上风电场海缆穿堤施工方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2531582A1 (de) * 1974-07-19 1976-01-29 Tidril Corp Verfahren zum unterfahren eines oberflaechenhindernisses mit einer insbesondere rohrfoermigen schalung
US4117895A (en) * 1977-03-30 1978-10-03 Smith International, Inc. Apparatus and method for enlarging underground arcuate bore holes
US4402372A (en) * 1979-09-24 1983-09-06 Reading & Bates Construction Co. Apparatus for drilling underground arcuate paths and installing production casings, conduits, or flow pipes therein
EP0299624A2 (fr) * 1987-07-13 1989-01-18 Cherrington Corporation Appareil et procédé pour installer un conduit dans un puits courbe
DE19808478A1 (de) 1998-03-02 1999-09-09 Koegler Verfahren zum grabenlosen Verlegen von Rohren

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2531582A1 (de) * 1974-07-19 1976-01-29 Tidril Corp Verfahren zum unterfahren eines oberflaechenhindernisses mit einer insbesondere rohrfoermigen schalung
US4117895A (en) * 1977-03-30 1978-10-03 Smith International, Inc. Apparatus and method for enlarging underground arcuate bore holes
US4402372A (en) * 1979-09-24 1983-09-06 Reading & Bates Construction Co. Apparatus for drilling underground arcuate paths and installing production casings, conduits, or flow pipes therein
EP0299624A2 (fr) * 1987-07-13 1989-01-18 Cherrington Corporation Appareil et procédé pour installer un conduit dans un puits courbe
DE19808478A1 (de) 1998-03-02 1999-09-09 Koegler Verfahren zum grabenlosen Verlegen von Rohren

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007124789A1 (fr) * 2006-04-28 2007-11-08 Herrenknecht Ag procÉdÉ et dispositifs de pose sans tranchÉe de CONDUITES
US7942609B2 (en) 2006-04-28 2011-05-17 Herrenknecht Ag Method and device for trenchless pipe laying
NL2002143C (nl) * 2008-10-28 2010-04-29 Van Leeuwen Harmelen Bv Geb Leidingdrukinrichting met eindloze transportorganen voor gebruik tijdens een proces van horizontaal gestuurd boren.
EP2192259A1 (fr) * 2008-10-28 2010-06-02 Gebr. van Leeuwen Harmelen B.V. Dispositif de pression d'une conduite avec des membres de convoyeur sans fin pour utilisation au cours d'un processus de forage directionnel horizontal
AU2010202251B1 (en) * 2010-06-01 2010-12-02 Van Leeuwen Boringen B.V. Pipeline pressure device with endless conveyor members for use during a horizontal directional drilling process
CN114233191A (zh) * 2021-12-23 2022-03-25 浙江华东工程咨询有限公司 一种基于非开挖定向钻孔技术的海上风电场海缆穿堤施工方法

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