WO1993012366A1 - A method and apparatus to steer a tube line that has to be driven into the soil - Google Patents

A method and apparatus to steer a tube line that has to be driven into the soil Download PDF

Info

Publication number
WO1993012366A1
WO1993012366A1 PCT/FI1992/000353 FI9200353W WO9312366A1 WO 1993012366 A1 WO1993012366 A1 WO 1993012366A1 FI 9200353 W FI9200353 W FI 9200353W WO 9312366 A1 WO9312366 A1 WO 9312366A1
Authority
WO
WIPO (PCT)
Prior art keywords
arm
tube
head
soil
tube line
Prior art date
Application number
PCT/FI1992/000353
Other languages
French (fr)
Inventor
Valto ILOMÄKI
Original Assignee
Ilomaeki Valto
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 Ilomaeki Valto filed Critical Ilomaeki Valto
Publication of WO1993012366A1 publication Critical patent/WO1993012366A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/101Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables forming during digging, e.g. underground canalisations or conduits, by bending or twisting a strip of pliable material; by extrusion
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/14Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
    • E02F5/145Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids control and indicating devices
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/024Laying or reclaiming pipes on land, e.g. above the ground
    • F16L1/028Laying or reclaiming pipes on land, e.g. above the ground in the ground
    • F16L1/036Laying or reclaiming pipes on land, e.g. above the ground in the ground the pipes being composed of sections of short length

Definitions

  • the invention relates to a steering method of a tube line that has to be driven into the soil, by means of which the tube line is driven into smooth soil of uniform quality and so deep with res ⁇ pect to the ground that it is possible to force a soil-cutting arm from the tube head up to the ground in order to indicate the tube head location and to be able to transmit from the ground to the tube head forces to change its direction.
  • Fig. 1 is arm-steered driving of a tube line into the soil.
  • Fig. 2 is the use of machines by steering.
  • Fig. 3 is a cross-section of an arm.
  • Fig. 4 is a cross-section of a hollow arm.
  • Figure 1 shows the driving of tubes 5, joined together in successive ⁇ sion by welding, into the soil starting from the tunnel opening 14, where a hydraulic cylinder 11 is used as a power unit to push the tube line.
  • the first tube is furnished with a head cone 4, whereat the tube displaces soil aside.
  • the soil must be soft, wet clay or marshy land so that displacement can take place.
  • In front of the head component there is another cone 2, onto which a knife element 2 is fastened, which reaches up to the ground. Since the soil must be soft, the knife element can cut a narrow gap for it ⁇ self into the soil above the tube line. Practically, the driving depth of the tube can be about 2 meters.
  • the knife element In the upper part of the knife element there are fixing parts 3, from which the knife can be lifted, pressed down or turned in order to produce different steering functions.
  • the knife can sometimes also be lifted up and pressed down mechanically later on, whereat the cone parts attach to another. Turning the knife leads to sideways change of the head portion direction, because the flat knife element functions as a rudder while advancing in the soil.
  • Figure 2 shows steering with a working machine 9 by means of knife arm 6.
  • the arm 6 is fastened to the shovel from part 3, whereby for the arm a vertical motion and a small turning motion is pro- symbolized with the working machine.
  • a combustion engine operated vibrator 8 is mounted in the upper end of arm 6, by means of which vibrator the advancement of the head can be improved remarkably.
  • the knife advancement is improved by vertical vibration.
  • Arm 6 is in this case fastened with a chain 7 from the the arm fixing part 10 to head 4.
  • Figure 3 shows a cross-section of arm 1, whereat its knifelike form becomes visible.
  • the arm must be thin and still endure the forces which are transmitted through it to the head section.
  • Other profiles with a sharp front edge can come into question.
  • the profile can also be hollow, whereat it is possible to take through it equipment necessary in certain situations, such as electric cables, force-pipes or pressure water to reduce friction if the soil is too dry.
  • force-pipes it is possible to arrange for instance in front of the head cone 4 a hydraulically rotatable cone worm to crush the soil, which is to be displaced, in order to facilitate the forward travel.
  • Figure 4 shows a cross-section of a hollow arm 12, in the space 13 of which pipes can be led to and back from the drilling head. By means of pipes it is even possible to convey up soil from the front of the advancing tube line.

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Earth Drilling (AREA)

Abstract

A method and an apparatus to steer and to observe the advancement of tubes (5) that have to be driven into the soil, in which method to the front of the first tube a soil cutting and essentially knifelike arm (1) is fastened, which extrudes from the ground and advances along with the tube head. By means of the arm contact is established from the ground to the tube head (4).

Description

A METHOD AND APPARATUS TO STEER A TUBE LINE THAT HAS TO BE DRIVEN INTO THE SOIL
The invention relates to a steering method of a tube line that has to be driven into the soil, by means of which the tube line is driven into smooth soil of uniform quality and so deep with res¬ pect to the ground that it is possible to force a soil-cutting arm from the tube head up to the ground in order to indicate the tube head location and to be able to transmit from the ground to the tube head forces to change its direction.
Previously known are steering systems, which are utilized by tun¬ nel building, by means of which the travel direction of the tube head is observed at the ready-made tunnel opening with the aim to change the its direction through the tunnel opening upon need. On short driving distances the tube line is given a sufficiently accurate starting direction, whereat the tube line generally sustains its direction with acceptable accuracy.
When the tube line must be driven longer distances horizontally into the soil, for instance_50 meters without intermediate exca¬ vations, and if the ground is soft soil or marshland, the now known methods cannot be applied to longer tube lines. If a stee¬ ring apparatus is placed at the tube line head to turn the head upon need, the weight of the head becomes so heavy that it tends to sink in watery peatsoil in spite of steering. Neither can the steering be accomplished successfully in marshy soil, because the tube line does not get necesary support from the surrounding soil. With an accurate initial alignment it is possible to advance in peatsoil ab. 50 metres if one has succeeded to produce such a tube line weight that buoyancy does not tend to lift up the tube line and its weight does not tend to press it down.
With the method and apparatus according to the invention a de¬ cisive improvment in the above described disadvantages is achieved and the invention is characterized in what is presented in the patent claims. The most important advantages of this invention can be considered that the location of the tube line head can be observed constantly along with its advancing, head-steering forces can be controllably transmitted the head and an arm, which reaches up to the ground, can be temporarily detached if it hits obstacles. Furthermore, if this arm is hollow, it is possible to transmit through it along pipes to the drilling head different functions and driving energy.
In the following the invention is more closely defined with refe¬ rence to the drawing, where
Fig. 1 is arm-steered driving of a tube line into the soil. Fig. 2 is the use of machines by steering. Fig. 3 is a cross-section of an arm. Fig. 4 is a cross-section of a hollow arm.
Figure 1 shows the driving of tubes 5, joined together in succes¬ sion by welding, into the soil starting from the tunnel opening 14, where a hydraulic cylinder 11 is used as a power unit to push the tube line. The first tube is furnished with a head cone 4, whereat the tube displaces soil aside. The soil must be soft, wet clay or marshy land so that displacement can take place. In front of the head component there is another cone 2, onto which a knife element 2 is fastened, which reaches up to the ground. Since the soil must be soft, the knife element can cut a narrow gap for it¬ self into the soil above the tube line. Practically, the driving depth of the tube can be about 2 meters. In the upper part of the knife element there are fixing parts 3, from which the knife can be lifted, pressed down or turned in order to produce different steering functions. The knife can sometimes also be lifted up and pressed down mechanically later on, whereat the cone parts attach to another. Turning the knife leads to sideways change of the head portion direction, because the flat knife element functions as a rudder while advancing in the soil.
Figure 2 shows steering with a working machine 9 by means of knife arm 6. The arm 6 is fastened to the shovel from part 3, whereby for the arm a vertical motion and a small turning motion is pro- duced with the working machine. A combustion engine operated vibrator 8 is mounted in the upper end of arm 6, by means of which vibrator the advancement of the head can be improved remarkably. The knife advancement is improved by vertical vibration. Arm 6 is in this case fastened with a chain 7 from the the arm fixing part 10 to head 4. Thus it is possible to facilitate at least the arm advancement with a working-machine by pushing the arm forward.
Figure 3 shows a cross-section of arm 1, whereat its knifelike form becomes visible. The arm must be thin and still endure the forces which are transmitted through it to the head section. Also other profiles with a sharp front edge can come into question. The profile can also be hollow, whereat it is possible to take through it equipment necessary in certain situations, such as electric cables, force-pipes or pressure water to reduce friction if the soil is too dry. With force-pipes it is possible to arrange for instance in front of the head cone 4 a hydraulically rotatable cone worm to crush the soil, which is to be displaced, in order to facilitate the forward travel.
Figure 4 shows a cross-section of a hollow arm 12, in the space 13 of which pipes can be led to and back from the drilling head. By means of pipes it is even possible to convey up soil from the front of the advancing tube line.
The invention is not restricted to the enclosed embodiments but many modifications are possible within the limits of the invent- ional consept presented in the patent claims.

Claims

PATENT CLAIMS
1. A method to steer and to observe the advancement of tubes (5) that have to be driven into the soil, in which method tubes are joined together in succession and the main tube-pushing force is transmitted to the rearmost tube (5) from a pushing power unit (11) placed in the tunnel opening, characterized in that to the front of the tube line a soil cutting and essentially knifelike arm (1), (6) is fastened, which extrudes from the ground and advances along with the tube head and by means of which contact is established from the ground to the tube head.
2. A method according to patent claim 1 characterized in that the tube advancement direction is changed by transmitting over the arm (1), (6) to the tube line head section forces to deviate the tube head (4) from the direction of advancement.
3. A method according to patent claim 1 or 2 characterized in that, on turning arm (1), (6) around its vertical axle, a change of direction of the arm advancement is produced, which change is transmitted over the arm fixing parts (2,7) to the tube line head to change its direction, too.
4. A method according to any of the above patent claims 1 - 3 characterized in that the arm can be detached from tube head (4) and remounted in the tube head again.
5. A method according to any of the above patent claims 1 - 4 characterized in that a motor-driven working machine (9) or device (8) is used to steer the arm (1,6) or to generate forces and loads which are to be transmitted to the arm.
6. A method according to any of the above patent claims 1 - 5 characterized in that through a channel or similar, formed in the arm, pipes or cables are taken to the tubes in the soil.
7. An apparatus according to any of the above patent claims 1 - 6 characterized in that it is an oblong, essentially flat arm (1,6) with a cutting edge and fixing parts (3) in its one end, for grabbing of it and transmitting forces to it, and fixing parts (2,10) in its other end for attaching the said arm to the tube line head.
8. An apparatus according to patent claim 7 characterized in that the arm (1,6,12) is hollow for taking different kinds of pipes and cables through the arm to tube line (5) or to its head (4).
PCT/FI1992/000353 1991-12-19 1992-12-21 A method and apparatus to steer a tube line that has to be driven into the soil WO1993012366A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI915988 1991-12-19
FI915988A FI92507C (en) 1991-12-19 1991-12-19 Method and apparatus for controlling pipes laid in the ground

Publications (1)

Publication Number Publication Date
WO1993012366A1 true WO1993012366A1 (en) 1993-06-24

Family

ID=8533698

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/FI1992/000353 WO1993012366A1 (en) 1991-12-19 1992-12-21 A method and apparatus to steer a tube line that has to be driven into the soil

Country Status (2)

Country Link
FI (1) FI92507C (en)
WO (1) WO1993012366A1 (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008052612A1 (en) * 2006-11-03 2008-05-08 John Hans Juergen Method for laying a pipeline
WO2008080572A1 (en) 2006-12-29 2008-07-10 Herrenknecht Ag Method and device for laying pipes in the ground
DE102008018574A1 (en) * 2008-04-12 2009-10-15 Kögler, Rüdiger, Dr. Method and devices for laying a pipeline in the ground
EP2261254A2 (en) 2007-12-21 2010-12-15 Amgen, Inc Anti-amyloid antibodies and uses thereof
WO2011063277A1 (en) 2009-11-20 2011-05-26 Amgen Inc. Anti-orai1 antigen binding proteins and uses thereof
WO2012040518A2 (en) 2010-09-22 2012-03-29 Amgen Inc. Carrier immunoglobulins and uses thereof
WO2012167143A1 (en) 2011-06-03 2012-12-06 Xoma Technology Ltd. Antibodies specific for tgf-beta
CN103398215A (en) * 2013-08-20 2013-11-20 江苏沃迪建设工程有限公司 Minimally-invasive non-excavation pipe jacking and pull technology
EP2957296A1 (en) 2009-09-25 2015-12-23 Xoma (Us) Llc Insulin receptor binding antibodies
EP3385279A1 (en) 2009-03-20 2018-10-10 Amgen Inc. Carrier immunoglobulins and uses thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3546890A (en) * 1967-05-03 1970-12-15 Ainsley Neville Ede Trenchless laying of pipe underground

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3546890A (en) * 1967-05-03 1970-12-15 Ainsley Neville Ede Trenchless laying of pipe underground

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008052612A1 (en) * 2006-11-03 2008-05-08 John Hans Juergen Method for laying a pipeline
US20120141211A1 (en) * 2006-12-29 2012-06-07 Ruediger Koegler Method and device for laying pipelines in the ground
EP2292960A1 (en) * 2006-12-29 2011-03-09 Herrenknecht AG Drilling device for laying pipes in the ground
AU2007341678B2 (en) * 2006-12-29 2011-08-18 Herrenknecht Ag Method and device for laying pipelines in the ground
WO2008080572A1 (en) 2006-12-29 2008-07-10 Herrenknecht Ag Method and device for laying pipes in the ground
US8568059B2 (en) * 2006-12-29 2013-10-29 Herrenknecht, AG Method and device for laying pipelines in the ground
RU2573086C2 (en) * 2006-12-29 2016-01-20 Херренкнехт Аг Device to install pipelines in soil
US8613568B2 (en) * 2006-12-29 2013-12-24 Herrenknecht Ag Method and device for laying pipelines in the ground
EP2261254A2 (en) 2007-12-21 2010-12-15 Amgen, Inc Anti-amyloid antibodies and uses thereof
DE102008018574A1 (en) * 2008-04-12 2009-10-15 Kögler, Rüdiger, Dr. Method and devices for laying a pipeline in the ground
EP2108745A3 (en) * 2008-04-12 2011-11-30 Rüdiger Kögler Mr. Method and device for laying a conduit in the ground.
EP3385279A1 (en) 2009-03-20 2018-10-10 Amgen Inc. Carrier immunoglobulins and uses thereof
EP2957296A1 (en) 2009-09-25 2015-12-23 Xoma (Us) Llc Insulin receptor binding antibodies
WO2011063277A1 (en) 2009-11-20 2011-05-26 Amgen Inc. Anti-orai1 antigen binding proteins and uses thereof
WO2012040518A2 (en) 2010-09-22 2012-03-29 Amgen Inc. Carrier immunoglobulins and uses thereof
WO2012167143A1 (en) 2011-06-03 2012-12-06 Xoma Technology Ltd. Antibodies specific for tgf-beta
EP3954704A1 (en) 2011-06-03 2022-02-16 XOMA Technology Ltd. Antibodies specific for tgf-beta
CN103398215A (en) * 2013-08-20 2013-11-20 江苏沃迪建设工程有限公司 Minimally-invasive non-excavation pipe jacking and pull technology

Also Published As

Publication number Publication date
FI92507C (en) 1994-11-25
FI92507B (en) 1994-08-15
FI915988A0 (en) 1991-12-19
FI915988A (en) 1993-06-20

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