WO1993012366A1 - Procede et appareil pour diriger l'enfoncement d'une conduite tubulaire dans le sol - Google Patents
Procede et appareil pour diriger l'enfoncement d'une conduite tubulaire dans le sol Download PDFInfo
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers 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
- E02F5/101—Dredgers 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/14—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
- E02F5/145—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids control and indicating devices
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
- F16L1/036—Laying 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
L'invention se rapporte à un procédé et à un appareil pour diriger et observer la progression de tubes (5) devant être enfoncés dans le sol. Dans ce procédé, on fixe à l'avant du premier tube un bras de forage essentiellement en forme de couteau (1), qui sort du sol et avance avec la tête du tube. Grâce à ce bras on établit un contact depuis le sol avec la tête (4) du tube.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI915988A FI92507C (fi) | 1991-12-19 | 1991-12-19 | Menetelmä ja laite maaperään pakotettavien putkien ohjaamiseksi |
FI915988 | 1991-12-19 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1993012366A1 true WO1993012366A1 (fr) | 1993-06-24 |
Family
ID=8533698
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/FI1992/000353 WO1993012366A1 (fr) | 1991-12-19 | 1992-12-21 | Procede et appareil pour diriger l'enfoncement d'une conduite tubulaire dans le sol |
Country Status (2)
Country | Link |
---|---|
FI (1) | FI92507C (fr) |
WO (1) | WO1993012366A1 (fr) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2008052612A1 (fr) * | 2006-11-03 | 2008-05-08 | John Hans Juergen | Procédé de pose d'une tuyauterie |
WO2008080572A1 (fr) | 2006-12-29 | 2008-07-10 | Herrenknecht Ag | Procédé et dispositif de pose de conduites dans le sol |
DE102008018574A1 (de) * | 2008-04-12 | 2009-10-15 | Kögler, Rüdiger, Dr. | Verfahren und Vorrichtungen zur Verlegung einer Rohrleitung im Boden |
EP2261254A2 (fr) | 2007-12-21 | 2010-12-15 | Amgen, Inc | Anticorps anti-amyloïdes et leurs utilisations |
WO2011063277A1 (fr) | 2009-11-20 | 2011-05-26 | Amgen Inc. | Protéines de liaison à un antigène anti-orai1 et leurs utilisations |
WO2012040518A2 (fr) | 2010-09-22 | 2012-03-29 | Amgen Inc. | Immunoglobulines porteuses et leur utilisation |
WO2012167143A1 (fr) | 2011-06-03 | 2012-12-06 | Xoma Technology Ltd. | Anticorps spécifiques du tgf bêta |
CN103398215A (zh) * | 2013-08-20 | 2013-11-20 | 江苏沃迪建设工程有限公司 | 一种微创非开挖顶拉管工艺 |
EP2957296A1 (fr) | 2009-09-25 | 2015-12-23 | Xoma (Us) Llc | Anticorps se liant au récepteur de l'insuline |
EP3385279A1 (fr) | 2009-03-20 | 2018-10-10 | Amgen Inc. | Immunoglobulines porteuses et leurs utilisations |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3546890A (en) * | 1967-05-03 | 1970-12-15 | Ainsley Neville Ede | Trenchless laying of pipe underground |
-
1991
- 1991-12-19 FI FI915988A patent/FI92507C/fi not_active IP Right Cessation
-
1992
- 1992-12-21 WO PCT/FI1992/000353 patent/WO1993012366A1/fr active Application Filing
Patent Citations (1)
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)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2008052612A1 (fr) * | 2006-11-03 | 2008-05-08 | John Hans Juergen | Procédé de pose d'une tuyauterie |
US20120141211A1 (en) * | 2006-12-29 | 2012-06-07 | Ruediger Koegler | Method and device for laying pipelines in the ground |
EP2292960A1 (fr) * | 2006-12-29 | 2011-03-09 | Herrenknecht AG | Dispositif de forage pour la pose de conduites dans le sol |
AU2007341678B2 (en) * | 2006-12-29 | 2011-08-18 | Herrenknecht Ag | Method and device for laying pipelines in the ground |
WO2008080572A1 (fr) | 2006-12-29 | 2008-07-10 | Herrenknecht Ag | Procédé et dispositif de pose de conduites dans le sol |
US8568059B2 (en) * | 2006-12-29 | 2013-10-29 | Herrenknecht, AG | Method and device for laying pipelines in the ground |
RU2573086C2 (ru) * | 2006-12-29 | 2016-01-20 | Херренкнехт Аг | Устройство для прокладки трубопроводов в грунте |
US8613568B2 (en) * | 2006-12-29 | 2013-12-24 | Herrenknecht Ag | Method and device for laying pipelines in the ground |
EP2261254A2 (fr) | 2007-12-21 | 2010-12-15 | Amgen, Inc | Anticorps anti-amyloïdes et leurs utilisations |
DE102008018574A1 (de) * | 2008-04-12 | 2009-10-15 | Kögler, Rüdiger, Dr. | Verfahren und Vorrichtungen zur Verlegung einer Rohrleitung im Boden |
EP2108745A3 (fr) * | 2008-04-12 | 2011-11-30 | Rüdiger Kögler Mr. | Procédé et dispositif de placement d'une conduite dans le sol. |
EP3385279A1 (fr) | 2009-03-20 | 2018-10-10 | Amgen Inc. | Immunoglobulines porteuses et leurs utilisations |
EP2957296A1 (fr) | 2009-09-25 | 2015-12-23 | Xoma (Us) Llc | Anticorps se liant au récepteur de l'insuline |
WO2011063277A1 (fr) | 2009-11-20 | 2011-05-26 | Amgen Inc. | Protéines de liaison à un antigène anti-orai1 et leurs utilisations |
WO2012040518A2 (fr) | 2010-09-22 | 2012-03-29 | Amgen Inc. | Immunoglobulines porteuses et leur utilisation |
WO2012167143A1 (fr) | 2011-06-03 | 2012-12-06 | Xoma Technology Ltd. | Anticorps spécifiques du tgf bêta |
EP3954704A1 (fr) | 2011-06-03 | 2022-02-16 | XOMA Technology Ltd. | Anticorps spécifiques du tgf bêta |
CN103398215A (zh) * | 2013-08-20 | 2013-11-20 | 江苏沃迪建设工程有限公司 | 一种微创非开挖顶拉管工艺 |
Also Published As
Publication number | Publication date |
---|---|
FI92507C (fi) | 1994-11-25 |
FI92507B (fi) | 1994-08-15 |
FI915988A0 (fi) | 1991-12-19 |
FI915988A (fi) | 1993-06-20 |
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