EP2739810A2 - Drilling tool for laying a tube in the ground - Google Patents

Drilling tool for laying a tube in the ground

Info

Publication number
EP2739810A2
EP2739810A2 EP12745663.0A EP12745663A EP2739810A2 EP 2739810 A2 EP2739810 A2 EP 2739810A2 EP 12745663 A EP12745663 A EP 12745663A EP 2739810 A2 EP2739810 A2 EP 2739810A2
Authority
EP
European Patent Office
Prior art keywords
tube
drilling tool
elongated element
drilling
tool according
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Withdrawn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
EP12745663.0A
Other languages
German (de)
French (fr)
Inventor
Andrzej Wacinski
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.)
Plumettaz Holding SA
EHTP Entreprise Hydraulique et Travaux Publics
Original Assignee
Plumettaz Holding SA
EHTP Entreprise Hydraulique et Travaux Publics
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 Plumettaz Holding SA, EHTP Entreprise Hydraulique et Travaux Publics filed Critical Plumettaz Holding SA
Publication of EP2739810A2 publication Critical patent/EP2739810A2/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/06Down-hole impacting means, e.g. hammers
    • E21B4/14Fluid operated hammers
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/06Down-hole impacting means, e.g. hammers
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/06Down-hole impacting means, e.g. hammers
    • E21B4/14Fluid operated hammers
    • E21B4/145Fluid operated hammers of the self propelled-type, e.g. with a reverse mode to retract the device from the hole
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/04Directional drilling
    • E21B7/046Directional drilling horizontal drilling
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E21B7/205Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes without earth removal
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/28Enlarging drilled holes, e.g. by counterboring
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/28Enlarging drilled holes, e.g. by counterboring
    • E21B7/30Enlarging drilled holes, e.g. by counterboring without earth removal
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G1/00Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
    • H02G1/06Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle
    • H02G1/08Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for laying cables, e.g. laying apparatus on vehicle through tubing or conduit, e.g. rod or draw wire for pushing or pulling

Definitions

  • the present invention relates to a drilling tool able to drill a passage around a cable or any other buried longilinear element, being guided by said cable or buried longilinear element, said tool pulling a tube behind it.
  • recuperation method would consist in digging a trench over the cable to be removed. This method, expensive in itself due to civil engineering costs is highly inappropriate for work in urban areas or when the buried cable is laid next to other cables or pipes or when it crosses a pavement or a railway track.
  • Patent No. FR 2.851.317 describes a system whereby a hoist pulls on the cable to be replaced, the end of which is connected to the new cable which is thus pulled in replacement of the old cable. Such a device requires a high power hoist the method being difficult to apply when the diameter of the replacement cable is more important than that of the cable to replace.
  • Patent No. FR 2.492.178 describes a tool able to move along a buried cable being activated by hydraulic means, said tool providing a space around the buried cable such as to be able to remove it easily later. A new cable may then be laid in the fitted space.
  • Document FR 2.523.170 describes an impact head able to pull a new cable. None of the cited documents mentions a tool able to move along a cable laid in the ground and to pull a tube behind it, such as to then be able to easily remove the existent cable then lay the new cable.
  • the invention proposes a drilling tool for laying a tube around a buried elongated element, comprising a drilling head guided by the buried element, moving under the action of a pressurized fluid, from a first free end of the buried element towards a second end of the buried element, and pulling the tube, characterized in that the drilling tool comprises pressurization means attached to the first end of the buried element, able to slide into the tube pulled by the drilling head and able to create a pushing force on the drilling head by the pressurization with said pressurized fluid of a pressure chamber arranged between the drilling head and the pressurization means.
  • Alternative embodiments are described in the dependent claims .
  • the invention improves the laying of the tube around the elongated element by the creation of an additional pushing force with the pressurization of the pressure chamber.
  • the drilling head is directly fed with pressurized fluid by the pressure chamber.
  • the present invention provides an economic tool, as the drilling head is directly fed with pressurized fluid by the pressure chamber: there are no feeding pipes which follow the drilling head during the widening of the ground around the buried cable or duct. The efficiency of the tool is also increased as there is no friction of such feeding pipes between the installed tube and the buried element.
  • Fig.l. represents a general schematic view of an operation of laying a buried tube using a drilling tool according to the invention
  • Fig.2 represents a partial cross-section view of a drilling head which is part of the drilling tool according to the invention
  • Fig.3 represents a front view of a cap fixed to an end of the cable to remove and part of the drilling tool according to the invention
  • Fig.4 is a cross section view of the cap of the previous fig. .
  • Fig.5 represents a front view of a safety disk
  • Fig.6 is a lateral view of the disk of the previous figure .
  • Fig.l shows a cable 1 to remove, buried in an embankment 10, surrounded by two excavations 11 and 12 wherein the two ends 13 and 14 of the cable 1 open into.
  • a drilling head 2 has been introduced around the end 14, the rear side 20 of the head 2 being firmly connected to a tube 3 which thus, advances in the advancing movement of the head 2.
  • An external drive 30, for example a caterpillar pushing drive may be provided to facilitate the advance of the tube 3.
  • the drilling head 2 is completed with a cap 4 fixed to the rear end 14 of the cable 1.
  • a pressurized air inlet piping 40 based on a compressor 41 is connected to the cap 4 in order to put under pressure a pressure chamber 42 arranged within the tube 3, between the cap 4 and the rear side of the tool 2.
  • the device may be completed with a fixing disk 6 firmly fixed near to the end 13 of the cable 1 and able to press against a wall 110 of the excavation 11 in order to prevent any removal movement of the cable 1.
  • the pressure chamber 42 When the pressure chamber 42 is supplied with pressurized air by the piping 40 and through the cap 4, the latter being sealed, the air pressure rapidly increases within the chamber 42.
  • the latter may be separated into two chambers 420 and 421 by a safety disk 5, not entirely sealed, the pressure in the two chambers 420 and 421 being equal in normal operating regime .
  • the drilling head 2 represented on fig. 2 is substantially constituted of an impact head of known technique. It comprises two bodies 21 and 22 sliding onto each other by a few millimeters.
  • the rear side 20 of the drilling head 2, respectively from the body 22 comprises one or several apertures of nozzles 200 conducting the pressurized air, coming from the chamber 421, towards a cutterhead chamber 201 provided between the bodies 21 and 22 and containing an oscillating mass 202.
  • This chamber 201 air inlet and outlet pipes are fitted in a known manner in such a way that under the air pressure, the oscillating mass 202 starts oscillating and regularly comes to hit a rear side 210 of the body 21 of the drilling head 2, in order to make the tool 2 advance in a pulsating manner, according to a known technique of the percussion hammers.
  • a spring means 204 is arranged in the rear portion of the cutterhead chamber 201, such as to receive and damp the shock at the rear of the oscillating mass 202.
  • a filter, represented in 203 prevents dust or debris from penetrating into the piping 200 and blocking the cutterhead chamber 201.
  • This fixing portion comprises a notching or any other means making it possible to ensure a firm hold of the tube 3.
  • a pipe clamp 221 comes to tightly encircle the end of the tube 3 by the outside in order to ensure its hold against the fixing portion 220.
  • a seal, for example an O-ring seal 222 comes to ensure the tightness between the tube 3 and the body 22, thus creating the pressurizing chamber 421, thus enabling a continuous additional push such as described previously coming to be added to the penetration force by percussion described above.
  • Figs. 3 and 4 are two representations of the previously mentioned cap 4.
  • the cap 4 is in its normal operating state, the pressurized air inlet piping 40 being connected to a piping fixing represented in 400.
  • a pipe 401 arranged coaxially to the cap 4 and crossing it on either side opens onto apertures 402 supplying the chamber 42, respectively 420, with pressurized air.
  • a fastener 43 connects a cylindrical portion 430 of the cap 4 to an attaching means 15 fixed to the end of the cable 1.
  • a sealing means 44 for example an O-ring seal, ensures tightness between the chamber 420 and the rear portion of the tube 3.
  • This sealing means 44 is a means allowing for the sliding of the tube 3 around the cap 4 during the pulling of the tube 3 by the drilling head 2.
  • the pressurized air in the chamber 42 represents a very high power.
  • the attachment means 43, 15 break between the cable 1 and the cap 4, the latter would thus be hurled along the rear end of the tube 3 such a cannonball.
  • the staff at work in the excavation 12 may thus be subjected to severe harm.
  • the air pressure in the chamber 42 may thus push to the right of the fig., via apertures 431, a tapered cone crown 432 fixed to said cylindrical portion 430.
  • two brake linings 433, able to be moved radially are pushed outwards by their tapered contact surfaces and come to brake then block the cap 4 against the internal surface of the tube 3.
  • the pressurized air supply apertures 402 of the chamber 42 close up by sliding the tubular portion 430, thus cutting the pressurized air supply of this chamber.
  • the cap 4 thus substantially serves to create the pressure chamber 42, this cap 4 being provided with safety means described to prevent any accidents if its attachment means happen to break.
  • This means is constituted of a safety disk, represented in 5 on fig 1.
  • the safety disk 5 is constituted of two semi-tubular portions 50 and 51, tightly encircling a portion close to the rear end of the cable 1 and fixed together with screws 52.
  • this disk 5 separates the pressure chamber 42 into two portions 420 and 421. These portions are not sealingly separated, there are links between these portions on the border of the disk 442 as well as between the two semi-tubular portions 423.
  • the air pressure may easily pass from the chamber 420 to the chamber 421 by links 422 and 423, whereas in the case of sudden depression in the chamber 420, the air of the chamber 421 will only escape more slowly.
  • the device may be completed with a fixing disk represented in 6 on fig.l. It is a disk of external diameter clearly larger than that of cable 1 and fixed firmly on it at its end 13 opening into the excavation 11.
  • a fixing disk represented in 6 on fig.l. It is a disk of external diameter clearly larger than that of cable 1 and fixed firmly on it at its end 13 opening into the excavation 11.
  • the tool has been described to operate with pressurized air, an equivalent tool may also operate with a liquid, for example pressurized water, the skilled person being able to adapt the described elements to such functioning .
  • the tool according to the invention has been described as adaptable to the retraction of a cable 1; it is obvious that it may easily adapt itself to the retraction of a piping or any other longilinear or elongated element of circular section .

Abstract

A drilling tool for laying a tube (3) around a buried elongated element (1), comprising a drilling head (2) guided by the buried element (1), moving under the action of a pressurized fluid, from a first free end (14) of the buried element towards a second end (13) of the buried element (1), and pulling the tube (3), characterized in that the drilling tool comprises pressurization means (4) attached to the first end (14) of the buried element (1), able to slide into the tube (3) pulled by the drilling head (2) and able to create a pushing force on the drilling head (2) by the pressurization with said pressurized fluid of a pressure chamber (42) arranged between the drilling head (2) and the pressurization means (4).

Description

DRILLING TOOL FOR LAYING A TUBE IN THE GROUND
The present invention relates to a drilling tool able to drill a passage around a cable or any other buried longilinear element, being guided by said cable or buried longilinear element, said tool pulling a tube behind it.
For more than a hundred years many power or telecommunication cables or other piping have been laid in the ground. Many of them are now entirely outdated from a technological standpoint or are of insufficient capacity; they should thus be replaced. Furthermore, it may be of interest to retrieve a cable which has become useless, for recuperating the copper of the conductors as well as for leaving space in the more and more encumbered subsoil.
The simplest recuperation method would consist in digging a trench over the cable to be removed. This method, expensive in itself due to civil engineering costs is highly inappropriate for work in urban areas or when the buried cable is laid next to other cables or pipes or when it crosses a pavement or a railway track.
In order to make it possible to remove a cable in such areas, various tools have been proposed. Patent No. FR 2.851.317 describes a system whereby a hoist pulls on the cable to be replaced, the end of which is connected to the new cable which is thus pulled in replacement of the old cable. Such a device requires a high power hoist the method being difficult to apply when the diameter of the replacement cable is more important than that of the cable to replace. Patent No. FR 2.492.178 describes a tool able to move along a buried cable being activated by hydraulic means, said tool providing a space around the buried cable such as to be able to remove it easily later. A new cable may then be laid in the fitted space. Document FR 2.523.170 describes an impact head able to pull a new cable. None of the cited documents mentions a tool able to move along a cable laid in the ground and to pull a tube behind it, such as to then be able to easily remove the existent cable then lay the new cable.
To this end, the invention proposes a drilling tool for laying a tube around a buried elongated element, comprising a drilling head guided by the buried element, moving under the action of a pressurized fluid, from a first free end of the buried element towards a second end of the buried element, and pulling the tube, characterized in that the drilling tool comprises pressurization means attached to the first end of the buried element, able to slide into the tube pulled by the drilling head and able to create a pushing force on the drilling head by the pressurization with said pressurized fluid of a pressure chamber arranged between the drilling head and the pressurization means. Alternative embodiments are described in the dependent claims . The invention improves the laying of the tube around the elongated element by the creation of an additional pushing force with the pressurization of the pressure chamber.
Advantageously, the drilling head is directly fed with pressurized fluid by the pressure chamber. The present invention provides an economic tool, as the drilling head is directly fed with pressurized fluid by the pressure chamber: there are no feeding pipes which follow the drilling head during the widening of the ground around the buried cable or duct. The efficiency of the tool is also increased as there is no friction of such feeding pipes between the installed tube and the buried element.
A particular embodiment of a drilling tool according to the invention is more precisely stated in the following description, which is to be considered in connection with the accompanying drawing comprising the figures wherein: Fig.l. represents a general schematic view of an operation of laying a buried tube using a drilling tool according to the invention,
Fig.2 represents a partial cross-section view of a drilling head which is part of the drilling tool according to the invention,
Fig.3 represents a front view of a cap fixed to an end of the cable to remove and part of the drilling tool according to the invention,
Fig.4 is a cross section view of the cap of the previous fig. ,
Fig.5 represents a front view of a safety disk, and
Fig.6 is a lateral view of the disk of the previous figure .
Fig.l shows a cable 1 to remove, buried in an embankment 10, surrounded by two excavations 11 and 12 wherein the two ends 13 and 14 of the cable 1 open into. Through the excavation 12 a drilling head 2 has been introduced around the end 14, the rear side 20 of the head 2 being firmly connected to a tube 3 which thus, advances in the advancing movement of the head 2. An external drive 30, for example a caterpillar pushing drive may be provided to facilitate the advance of the tube 3. The drilling head 2 is completed with a cap 4 fixed to the rear end 14 of the cable 1. A pressurized air inlet piping 40 based on a compressor 41 is connected to the cap 4 in order to put under pressure a pressure chamber 42 arranged within the tube 3, between the cap 4 and the rear side of the tool 2. The device may be completed with a fixing disk 6 firmly fixed near to the end 13 of the cable 1 and able to press against a wall 110 of the excavation 11 in order to prevent any removal movement of the cable 1.
When the pressure chamber 42 is supplied with pressurized air by the piping 40 and through the cap 4, the latter being sealed, the air pressure rapidly increases within the chamber 42. The latter may be separated into two chambers 420 and 421 by a safety disk 5, not entirely sealed, the pressure in the two chambers 420 and 421 being equal in normal operating regime .
When the chamber 421 is put under pressure, a pushing force is exerted to the front against the rear side 20 of the drilling head. This pushing force being equal to the pressure in the chamber 421 multiplied by the section of the crown whereof the external diameter corresponds to the internal diameter of the tube 3 whereas its internal diameter corresponds to the external diameter of the cable 1. This continuous pushing force may reach values of several hundreds of daN, facilitating the progression of the drilling head 2 along the cable 1. The drilling head 2 represented on fig. 2 is substantially constituted of an impact head of known technique. It comprises two bodies 21 and 22 sliding onto each other by a few millimeters. The rear side 20 of the drilling head 2, respectively from the body 22 comprises one or several apertures of nozzles 200 conducting the pressurized air, coming from the chamber 421, towards a cutterhead chamber 201 provided between the bodies 21 and 22 and containing an oscillating mass 202. This chamber 201 air inlet and outlet pipes are fitted in a known manner in such a way that under the air pressure, the oscillating mass 202 starts oscillating and regularly comes to hit a rear side 210 of the body 21 of the drilling head 2, in order to make the tool 2 advance in a pulsating manner, according to a known technique of the percussion hammers. A spring means 204 is arranged in the rear portion of the cutterhead chamber 201, such as to receive and damp the shock at the rear of the oscillating mass 202. A filter, represented in 203 prevents dust or debris from penetrating into the piping 200 and blocking the cutterhead chamber 201.
The new characteristic of this drilling head 2 is found at the rear of it, where the end of the tube 3 can be seen fixed firmly to a fixing portion 220 of the body 22. This fixing portion comprises a notching or any other means making it possible to ensure a firm hold of the tube 3. A pipe clamp 221 comes to tightly encircle the end of the tube 3 by the outside in order to ensure its hold against the fixing portion 220. A seal, for example an O-ring seal 222 comes to ensure the tightness between the tube 3 and the body 22, thus creating the pressurizing chamber 421, thus enabling a continuous additional push such as described previously coming to be added to the penetration force by percussion described above.
Figs. 3 and 4 are two representations of the previously mentioned cap 4. Such as represented, the cap 4 is in its normal operating state, the pressurized air inlet piping 40 being connected to a piping fixing represented in 400. A pipe 401 arranged coaxially to the cap 4 and crossing it on either side opens onto apertures 402 supplying the chamber 42, respectively 420, with pressurized air. A fastener 43 connects a cylindrical portion 430 of the cap 4 to an attaching means 15 fixed to the end of the cable 1. A sealing means 44 for example an O-ring seal, ensures tightness between the chamber 420 and the rear portion of the tube 3. This sealing means 44 is a means allowing for the sliding of the tube 3 around the cap 4 during the pulling of the tube 3 by the drilling head 2. When the drilling head 2 has advanced by a few dozen meters along the cable 1, the pressurized air in the chamber 42 represents a very high power. In the case where the attachment means 43, 15 break between the cable 1 and the cap 4, the latter would thus be hurled along the rear end of the tube 3 such a cannonball. The staff at work in the excavation 12 may thus be subjected to severe harm.
In case of rupture of the attachment means 43, 15 between the cap 4 and the cable 1, the cylindrical portion 430 is not retained anymore by the cable 1, the air pressure in the chamber 42 may thus push to the right of the fig., via apertures 431, a tapered cone crown 432 fixed to said cylindrical portion 430. By this axial movement, two brake linings 433, able to be moved radially, are pushed outwards by their tapered contact surfaces and come to brake then block the cap 4 against the internal surface of the tube 3. Simultaneously, the pressurized air supply apertures 402 of the chamber 42 close up by sliding the tubular portion 430, thus cutting the pressurized air supply of this chamber.
The cap 4 thus substantially serves to create the pressure chamber 42, this cap 4 being provided with safety means described to prevent any accidents if its attachment means happen to break.
An additional means may still be provided in order to prevent the consequences of a malfunctioning of the device. This means is constituted of a safety disk, represented in 5 on fig 1. As represented on figs.5 and 6, the safety disk 5 is constituted of two semi-tubular portions 50 and 51, tightly encircling a portion close to the rear end of the cable 1 and fixed together with screws 52. As indicated compared with fig.l, this disk 5 separates the pressure chamber 42 into two portions 420 and 421. These portions are not sealingly separated, there are links between these portions on the border of the disk 442 as well as between the two semi-tubular portions 423. In normal operation, the air pressure may easily pass from the chamber 420 to the chamber 421 by links 422 and 423, whereas in the case of sudden depression in the chamber 420, the air of the chamber 421 will only escape more slowly.
The device may be completed with a fixing disk represented in 6 on fig.l. It is a disk of external diameter clearly larger than that of cable 1 and fixed firmly on it at its end 13 opening into the excavation 11. When the drilling head 2 reaches the vicinity of the excavation 11, the remaining portion of the cable 1 between the drilling head 2 and the wall 110 of the excavation 11 may be too small to retain the cable 1, the latter thus being able to be swallowed by the drilling head 2. In order to prevent this, the fixing disk 6 thus abuts against the wall 110, preventing the movement of the cable 1 into the ground.
The above mentioned specification describes a preferred embodiment of a drilling tool according to the invention; it is obvious that various constructive alternatives of one or the other of the described elements may be considered.
Particularly, the tool has been described to operate with pressurized air, an equivalent tool may also operate with a liquid, for example pressurized water, the skilled person being able to adapt the described elements to such functioning . The tool according to the invention has been described as adaptable to the retraction of a cable 1; it is obvious that it may easily adapt itself to the retraction of a piping or any other longilinear or elongated element of circular section .

Claims

1. A drilling tool for laying a tube (3) around a buried elongated element (1) , comprising a drilling head
(2) guided by the buried element (1), moving under the action of a pressurized fluid, from a first free end (14) of the buried element towards a second end (13) of the buried element (1), and pulling the tube (3), characterized in that the drilling tool comprises pressurization means (4) attached to the first end (14) of the buried element (1), able to slide into the tube (3) pulled by the drilling head (2) and able to create a pushing force on the drilling head (2) by the pressurization with said pressurized fluid of a pressure chamber (42) arranged between the drilling head (2) and the pressurization means (4).
2. The drilling tool according to claim 1, characterized in that the drilling head (2) is directly fed with pressurized fluid by the pressure chamber (42) .
3. The drilling tool according to claim 1 or 2, characterized in that it comprises on its front portion, the drilling head (2) comprising a first impact body (21) sliding over a second concentric body (22) , an oscillating mass (202) activated by means for supplying and channeling the pressurized fluid (41, 40, 42, 200, 201) regularly coming to hit a rear side (201) of said impact body (21), said drilling head (2) operating like a percussion hammer, the drilling head being arranged and advancing coaxially to the buried elongated element (1) , and in that the second concentric body (22) comprises sealing fixing means (220, 222) of said tube (3) ,
and in that the pressurization means are a cap (4) with a cylindrical shape, arranged behind the drilling tool and behind the first free end (14) of the elongated element (1), within the tube (3) during the pulling, said cap (4) being attached to said free end (14) and being provided with sliding sealing means (44) between its perimeter and the internal surface of the tube (3) ,
said cap (4) comprising attachment means (400) of a feeding pipe (40) with the pressurized fluid, a feeding pipe (401, 402) feeding with said pressurized fluid inside the pressure chamber (42) arranged in the front portion of the tube (3) , between a rear side (20) of the second body (22) and a front side of said cap (4), the pressure exerted by said pressurized fluid creating the substantially continuous pushing force against the rear side (20) of the second body (22) contributing to the pushing of said drilling head (2) pulling the tube (3) around the elongated element (1) .
4. The drilling tool according to claim 3, characterized in that the sealing fixing means of the tube (3) on the second concentric body (22) comprise a substantially cylindrical portion of the second concentric body (22) with notches (220) as well as an 0-ring seal (222) arranged between said second concentric body (22) and the tube (3 ) .
5. The drilling tool according to claim 4, characterized in that the sealing fixing means of the tube (3) on the second concentric body (22) further comprise a pipe clamp (221) arranged on the outside surface of the tube (3) and coming to press said tube (3) against the substantially cylindrical surface of the second concentric body (22) provided with notches (220) .
6. The drilling tool according to any one of claims 3 to 5, characterized in that it further comprises filter means for filtering fluid (203) in the pipes of the fluid system (200) .
7. The drilling tool according to any one of claims 1 to 6, characterized in that said substantially continuous pushing force applied to the drilling head is substantially equal to the product of the fluid pressure value in the pressure chamber (42, 421) multiplied by the section of the crown whereof the external diameter equals the internal diameter of the tube (3) and the internal diameter equals the external diameter of the elongated element (1) .
8. The drilling tool according to any one of claims
1 to 7, characterized in that the associated pressurization means (4) comprise a safety means comprising at least two brake linings (433) able, during a rupture of the attachement (430, 15) of the pressurization means (4) to the end (14) of the elongated element (1), to move radially and to block the pressurization means (4) within the tube (3), under the action of a conical crown activated by the pressure inside the pressure chamber (42, 420) , a means (401, 402) further being provided to cut the arrival of the pressurized fluid in the pressure chamber (42, 420) ,
9. The drilling tool according to any one of claims 1 to 8, characterized in that a safety disk (5) is associated to it, said safety disk (5) comprising two semi- tubular portions (50, 51) tightly encircling a portion close to the first rear end (14) of the elongated element (1) and fixed together by screws (52), said safety disk (5) separating the pressure chamber (42) into two portions of chambers (420, 421), a fluid communication (422, 423) of small section being provided in the safety disk (5) and connecting the two portions of chambers (420, 421) .
10. The drilling tool according to any one of claims 1 to 9, characterized in that the fluid is air.
11. The drilling tool according to any one of claims
1 to 10, characterized in that the fluid is a liquid.
12. The drilling tool according to any one of claims 1 to 11, characterized in that a fixing disk (6) may be associated to it, said fixing disk (6) being attached to the elongated element (1) close to the second free end (13) of said elongated element (1) , a supporting surface of said disk (6) coming to abut against a wall (110) of backfill in order to prevent a retraction movement of the elongated element (1) .
13. The drilling tool according to any one of claims 1 to 12, characterized in that the elongated element (1) is an electric power or telecommunications cable.
14. The drilling tool according to any one of the preceding claims, characterized in that the elongated element (1) is a pipe.
15. A method for laying a tube (3) around a buried elongated element (1) comprising the steps consisting in:
- causing the advance of a drilling head by means of a pressurized fluid, from a first free end (14) of the elongated element (1) ;
- pulling the tube (3) by the drilling head (2) ;
creating a pressure chamber (42) between the drilling head (2) and the first free end (14) of the elongated element (1) ;
applying an additional pushing force on the drilling head (2) by pressurizing the pressure chamber (42) .
EP12745663.0A 2011-08-02 2012-07-30 Drilling tool for laying a tube in the ground Withdrawn EP2739810A2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH12892011 2011-08-02
PCT/EP2012/064869 WO2013017560A2 (en) 2011-08-02 2012-07-30 Drilling tool for laying a tube in the ground

Publications (1)

Publication Number Publication Date
EP2739810A2 true EP2739810A2 (en) 2014-06-11

Family

ID=46640660

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12745663.0A Withdrawn EP2739810A2 (en) 2011-08-02 2012-07-30 Drilling tool for laying a tube in the ground

Country Status (5)

Country Link
US (1) US20140305706A1 (en)
EP (1) EP2739810A2 (en)
CN (1) CN103717823A (en)
CA (1) CA2839804A1 (en)
WO (1) WO2013017560A2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102017105234A1 (en) * 2016-12-09 2018-06-14 Beermann Bohrtechnik Gmbh Method and device for trenchless laying of a cable or pipe in a floor
CN111101851B (en) * 2019-12-19 2021-08-06 国网江苏省电力工程咨询有限公司 Urban construction cable laying that can carry out degree of depth regulation is with device of punching a hole

Family Cites Families (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH652246A5 (en) 1980-10-10 1985-10-31 Cerberus Ag SURGE ARRESTERS.
US4403667A (en) * 1981-08-03 1983-09-13 Electric Power Research Institute, Inc. Cable following apparatus utilizing a releasable cable gripping mechanism
FR2523170A1 (en) 1982-03-09 1983-09-16 Inst Gornogo Dela Sibirskogo O Well sinking appts. with tail-piece connector - for percussion unit having passages for receiving rope ends attached to extractor tool
US4519462A (en) * 1982-09-02 1985-05-28 Electric Power Research Institute, Inc. Cable following apparatus having cable cleaning capabilities and method
GB2137719B (en) * 1983-03-31 1987-01-28 Daly Limited P N Pipe replacement
DE3826513A1 (en) * 1988-08-04 1990-02-08 Schmidt Paul METHOD AND RAMM DRILLING DEVICE FOR THE TRENCHLESS LAYING OF SUPPLY LINES
FI941154A0 (en) * 1994-02-21 1994-03-11 Valto Ilomaeki Anordning Foer uppborrning av en tunnel
NL9401838A (en) * 1994-11-04 1996-06-03 Nederland Ptt Installation of cable ducts.
US5628585A (en) * 1995-04-28 1997-05-13 Tti Trenchless Technologies, Inc. Method and apparatus for removal of utility line and replacement with polyolefin pipe
DE19817872C2 (en) * 1998-04-22 2002-08-08 Tracto Technik expander
DE19859928C1 (en) * 1998-12-23 2000-08-31 Ludwig Pfeiffer Hoch Und Tiefb Process and protective tube for renewing a pipeline laid in the ground
DE19948649C1 (en) * 1999-09-29 2001-05-17 Berliner Wasserbetriebe Trenchless replacement method for underground pipelines
DE10054659B4 (en) * 2000-11-03 2011-04-28 Tracto-Technik Gmbh Device for the directional propulsion of pipes
NL1016894C2 (en) * 2000-12-18 2002-06-19 Koninkl Kpn Nv Method for installing a duct; device for performing this method, and a band-shaped element for use with this method.
PL363644A1 (en) * 2001-01-30 2004-11-29 Stadtwerke Schwerte Gmbh Bundle of pipes and method for parallel arrangement of pipes according to a bore and swivel method
AU2002356955B2 (en) * 2001-11-14 2008-07-17 Atlas Copco Secoroc Llc Fluid distributor device for down-hole-drills
EP1540219B1 (en) * 2002-01-14 2007-05-30 Earth Tool Company L.L.C. Method and apparatus for replacement of underground pipe
DK1357252T3 (en) * 2002-04-15 2006-05-15 Koninkl Kpn Nv Method and apparatus for installing a duct around an existing longitudinal element
FR2847645B1 (en) * 2002-11-21 2008-07-04 INSTALLATION AND METHOD FOR REPLACING A LEAD PIPE WITHOUT TRENCH OF A WATER PIPE BED IN THE GROUND BY A PLASTIC PIPE
FR2851317B1 (en) 2003-02-14 2005-06-03 Joseph Daumer DEVICE FOR TOWING A DEVICE FOR INSTALLING A REPLACEMENT DRIVE
ES2251874B1 (en) * 2004-10-21 2007-03-16 Catalana De Perforacions, S.A. HORIZONTAL DRAIN INSTALLATION PROCEDURE FOR MARINE WATER CAPTURE.
CN201818240U (en) * 2009-11-04 2011-05-04 北京澳尔金石油技术开发有限公司 Circulation tool for casing running

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2013017560A2 *

Also Published As

Publication number Publication date
WO2013017560A3 (en) 2013-11-14
CN103717823A (en) 2014-04-09
WO2013017560A2 (en) 2013-02-07
CA2839804A1 (en) 2013-02-07
US20140305706A1 (en) 2014-10-16

Similar Documents

Publication Publication Date Title
USRE35271E (en) Pipe bursting and replacement apparatus
US11703173B2 (en) Pipe replacement system
CA2604717A1 (en) Method for the trenchless laying of pipes
CN111712613A (en) System and method for underground pipe installation
US10161201B2 (en) Powered slip actuation
RU2689935C1 (en) Mobile cutting tool and method of cutting underwater tubular structure
CA3014394C (en) Drill pipe, and system and method for laying a pipeline
US20140305706A1 (en) Drilling tool for laying a tube in the ground
KR101742786B1 (en) Apparatus for digging underground hole and constructing casing, and method for constructing casing using this same
US8628148B2 (en) Holder block assembly for a cutting tool having a hydraulic piston and method
US20150300118A1 (en) Junk catching device
JP6749740B2 (en) Drain pipe laying method
US20220325825A1 (en) System and method for extracting a buried pipe
JPH02101281A (en) Ram boring machine laying supply pipe in groove-less manner
US4067200A (en) Device and method for installing ducts in holes produced by soil piercing tool
GB2213904A (en) Pipe replacement by mole
AU2015365623B2 (en) Conveyance member removal method and device
CA2839300A1 (en) Method and system for replacement of existing pipes
JP4943362B2 (en) Equipment and method for removing and refilling existing buried pipes
EA017789B1 (en) Tool for drilling through loosely-packed materials
JP6292504B2 (en) Method and apparatus for burying horizontal drain material
CA2938912A1 (en) Method and apparatus for replacing culverts
KR101669329B1 (en) Concrete gravity dam its application daemche drilling rigs method
GB2357328A (en) Method and apparatus for replacing a conduit
WO2001027433A1 (en) Method and apparatus for replacing a conduit

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20131219

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20150224

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: PLUMETTAZ HOLDING S.A.

Owner name: EHTP, ENTREPRISE HYDRAULIQUE ET TRAVAUX PUBLICS

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20150707