US3730283A - Method of reaming ground through holes and device for effecting same - Google Patents

Method of reaming ground through holes and device for effecting same Download PDF

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US3730283A
US3730283A US00090267A US3730283DA US3730283A US 3730283 A US3730283 A US 3730283A US 00090267 A US00090267 A US 00090267A US 3730283D A US3730283D A US 3730283DA US 3730283 A US3730283 A US 3730283A
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reamer
reaming
hole
chamber
holes
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US00090267A
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A Kostylev
K Gurkov
K Tkach
N Nazarov
P Malbert
N Lavrov
J Alkasarov
N Legechev
A Golbinshtein
A Reinsburg
M Burshtein
D Mikushin
A Terskov
L Belov
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    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP 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
    • E21B7/30—Enlarging drilled holes, e.g. by counterboring without earth removal
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B21/00—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
    • E21B21/16—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor using gaseous fluids
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP 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

Definitions

  • ABSTRACT A method of reaming through holes by destroying the soil layers adjacent to the hole, and-a device for effecting this method, in which the reamer is provided with means used for destroying in the hole the adjacent layers of the soil.
  • Patentgd May 1, 1973 2 Sheets-Sheet -2 The present invention relates to methods of reaming ground through-holes, and to devices for effecting these methods.
  • the above method is disadvantageous in that the formation of holes of large diameters may bring about bulging which may result in destruction of constructions, such as railway tracks or highways, disposed thereabove.
  • Experiences show that the abovedescribed method can be applied only in the cases when the diameter of the hole does not exceed 400
  • the prior art method of forming reamed holes by packing consumes large quantities of energy
  • the working member (tool) of the device is essentially a reamer, Le, a conically-shaped body.
  • the reamer is drawn through a hole by means of jacks acting on the reamer through the intermediary of rods.
  • the devices that act upon the ground dynamically incorporate essentially a percussive mechanism in which a reamer is mounted in the head portion thereof. Under the action of an impact impulse the devices are moved forwardly and their reamer moves the soil aside, thereby reaming the hole.
  • All the afore-described devices can be used only for carrying out methods of reaming holes by packing the soil.
  • a primary object of the present invention is to provide a method of reaming holes, which is based on the principle of removal of the soil from the hole rather than on the principle of packing the soil adjacent to the hole, and furthermore provides for a device for carrying out the inventive method.
  • the device is essentially a body which is moved through thehole by means of a drive, and includes a reamer mounted at the head por' tion thereof.
  • the walls of the reamer constitutea lattice and form in the tail portion of the reamer a chamber which is connected with a compressor, being provided at the front portion thereof with a nozzle.
  • the lattice walls of the reamer from rings-cutters of different sizes, which are arranged one after another as their diameters increase, and which are interconnected by ribs.
  • ribs interconnecting the rings-cutters are disposed in such a manner so as to protrude outside relative to the rings.
  • the aforementioned obstacles or boulder are moved aside during operation of the device.
  • FIG. 1 shows a ground through-hole reamed for 3.
  • FIG. 2 shows a longitudinal sectional view of a first embodiment of the device for reaming the hole by the method according to the invention
  • FIG. 3 is a section taken along line 111 in FIG. 2;
  • FIG. 4 is a section taken along line lV--lVin FIG. 2;
  • FIG. 5 shows a longitudinal sectional view of a second embodiment of the device for effecting the' method of reaming the hole according to the invention.
  • FIG. 6 is a section taken along line Vl-Vl in FIG. 5.
  • the method according to the present invention is adapted for reaming through-holes which by means of any conventional device.
  • Holes may bereamed with any of the belowfrom the hole by an air flow generated by the compressor and which directed along the hole being reamed.
  • the method can be applied to the reaming of holes in any soil, in a coal seam, or the like.
  • FIG. 2 shows an embodiment of the device designed for carrying out the method according to the invention.
  • the device comprises a percussive mechanism 1 consisting of a body 2 with a percussor (not shown in the drawing) movable within the body; and a reamer 3 secured tothe front portion of the body 2 of the percussive mechanism 1.
  • the reamer 3 is formed by ring-shaped cutters 4 of different diameters, arranged one after another as their diameters increase.
  • the cutters 4 are interconnected by ribs 5 which are secured by means of a coupling 6 (FIG.2 on the body 2.
  • the ribs 5 are made so that they protrude outside relative to the cutting edges of the cutters 4. Because of this construction, in case the reamer encounters a boulder or some other obstacle that cannot be ground or packed, the latter is moved aside by the inclined surfaces of the ribs 5.
  • the reamer 3 At its front or leading end portion the reamer 3 is provided with a nozzle 7, and at its trailing end portion it is connected, by means of a shell 8, with a chamber 9 into which compressed air is supplied from a compressor (not shown in the drawing) through a pipe line 10.
  • a support valve 11 Mounted on the pipe line 10 is a support valve 11 which distributes the supply of the compressed air into the body 2 of the mechanism 1 and inside the chamber 9. The compressed air used by the mechanism 1 is also delivered into the chamber 9.
  • a disc 12 with nozzles 13 which are disposed tangentially and are inclined relative to the nozzle of the reamer 7 (FIGS. 2 and 3).
  • Theface wall 14 of chamber 9 is made of an elastic material, such as rubber.
  • the device functions as follows:
  • the nozzle 7 of the device is brought into the preliminarily formed hole 15 as shown in FIG. 1, and which extends between two end shafts l5 sunk into the ground.
  • the mechanism I starts delivering blows against the reamer 3, thus providing for advancement of the device along the hole.
  • the adjacent layers of the soil are cutoff by the annular cutters.
  • the soil passes through the lattice walls of the reamer, and is then ground and carried away to the outside by the air flow along the preliminary hole '15 through the nozzle 7.
  • FIG. 5 shows another embodiment of the device for I reaming holes through the method according to the present invention.
  • the device comprises a percussive mechanism 17 consisting of a body 18 with a percussor (not shown in the drawing) being movable within the body; and with a reamer 19 being secured on the front portion of the body 18 of the percussive mechanism 17.
  • the reamer 19 is made integral with a chamber 20 and is provided at the front portion thereof with a nozzle 21.
  • the walls of the reamer and nozzle are provided with orifices 22 (FIGS. 5,6) and 23 (FIG. 5), respec tively.
  • ribs 24 By means of ribs 24 the reamer l9 and chamber 20 are secured to a coupling 25 which, in turn, is mounted on the front portion of the body 18 of the percussive mechanism 17.
  • the face wall 26 of chamber 20 is made in a manner analogous to that described with reference to the first embodiment of the device and has an analogous designation.
  • Compressed air is delivered into the mechanism 17 through a hose 27, and into the chamber 20 through a hose 28.
  • the device operates in a manner analogous to that of the device of the first embodiment.
  • the adjacent layers of the soil I are pushed through the orifices 22, and soil particles 29 are conveyed to the outside by the compressed air along the preliminary hole 30.
  • the orifices 23 of the nozzle 21 are designed to prevent packing of the soil disposed ahead of the reamer 19.
  • a device for reaming ground through holes by destroying the soil layers adjacent to the hole simultaneously with the blowing-through of said hole in the direction of its reaming comprising a body; a drive for displacing said body through said hole; a reamer mounted at the leading end portion of said body and having lattice walls; said walls of said reamer forming at the trailing end portion thereof a chamber; a compressor communicating with said 'chamber;and a nozzle being provided at the leading end of said reamer.
  • a device in which a disc accommodating nozzles built therein, mounted tangentially and inclined in the direction of said nozzle of said reamer, is installed inside said chamber of the reame capably of rotating freely.
  • a device in which the face wall of said chamber of said reamer is made from an elastic material and is provided with a out which in the course of the face wall deformation forms an orifice.
  • a device in which the walls of said reamer are formed by a system of rings-cutters of different sizes, arranged one after another as their diameters increase and interconnected by ribs.
  • a device in which 'said ribs interconnecting said rings-cutters protrude outside relative to said rings.

Abstract

A method of reaming through holes by destroying the soil layers adjacent to the hole, and a device for effecting this method, in which the reamer is provided with means used for destroying in the hole the adjacent layers of the soil.

Description

United States Patent 1191' Kostylev Ct 61'.
METHOD OF REAMING GROUND THROUGH HOLES AND DEVICE FOR EFFECTING SAME [22] Filed:
451 May 1, 1973 Nov. 17, 1970 [21] Appl. No.: 90,267
Inventors; Alexandr Dmitrievich Kostylev, ulitsa Derzhavin a, 19, kv. 44; Konstantin Stepanovich Gurkov, ulitsa Derzhavina, 19, kv. 28; Khaim'Berkovich Tkach, ulitsa Kashurnikova, 34, kv.
3; Nikolai Grigorievich Nazarov,
ulitsa Gogolya, 3, kv. 10; Petr Eduardovich Malbert, ulitsa Kotovskogo, 8, kv. 7; Nikolai Sergeevich Lavrov, ulitsa Demyana Bednogo, 70, kv. 62; Jury Innokentievich Alkasarov, ulitsa Sennaya, 36, kv. 36; Nikolai Leontievich Legechev, ulitsa Vatutina, 14, kv. 17, all of Novosibirsk; Alexandr Isovich Golbinshtein, Leningradsky prospekt,
109, kv. 24, Moscow; Alexandr Mironovich Reinsburg, ulitsa Mendeleeva, 5/7, kv. 12, Odessa; Mikhail 'Vladimir ovich Burshtein, ulitsa Pushkina, l5, kv. l0, Odessa;
' Dmitry Pavlovich Mikushin, ulitsa Pervomaiskaya, 6, kv. 6, Novosibirsk; Alexei Danilovich Terskov, ul. Bljukhera, 21, kv. 74, Novosibirsk; Leonid Stepanovich Belov, ulit sa 0rdzhonikidze, 49, kv. 89, Novosibirsk, all of USSR.
521' us. on ..175/53, 175/62 51 Int. Cl ..E2lc 23/00 [58] Field of Search ..175/53, 62, 389, 175/890, 406, 407
[56] References Cited UNITED STATES PATENTS 1 2,746,719 5/1956 S eligman ...175/53 2,664,273 12/1953 Merrickm. 175/53 x 2,707,616 5/1955 Schad ..175/62 x 3,297,099 l/l967 Adams et a] ..175/53 3,482,641 12/1969 Atkins 61. a]. ..175/53 Primary ExaminerDavid H. Brown Assistant Examiner-Richard E. Favreau Attorney-Waters, Roditi, Schwartz & N iss en [5 7 ABSTRACT A method of reaming through holes by destroying the soil layers adjacent to the hole, and-a device for effecting this method, in which the reamer is provided with means used for destroying in the hole the adjacent layers of the soil.
5 Claims, 6 Drawing Figures P ge ed, May 1, 1973' 2 Sheets-Sheet l m nzk SW u A b a; v o
Patentgd May 1, 1973 2 Sheets-Sheet -2 The present invention relates to methods of reaming ground through-holes, and to devices for effecting these methods.
At present, widely known in the art is a method of reaming preliminarily formed through-holes by double packing adjacent layers of the soil, as a result of which the holes are reamed to a required diameter. Usually, the packing is not carried out more than two times, since further packing is generally inefficient and requires much energy.
The above method is disadvantageous in that the formation of holes of large diameters may bring about bulging which may result in destruction of constructions, such as railway tracks or highways, disposed thereabove. Experiences show that the abovedescribed method can be applied only in the cases when the diameter of the hole does not exceed 400 Additionally, the prior art method of forming reamed holes by packing consumes large quantities of energy,
and thereforerequires use of powerful devices.
In order to carry out the method of reaming holes by packing, use is generally made of devices statically of the following two types: devices acting upon the ground and those dynamically acting upon the ground.
In both cases the working member (tool) of the device is essentially a reamer, Le, a conically-shaped body. i
In the static-action device the reamer is drawn through a hole by means of jacks acting on the reamer through the intermediary of rods.
Also known in the art are static-action devices having a reamer which is drawn through a hole by means of a hoist.
These devices are disadvantageous in that they are generally inefficient and require large quantities of energy.
The devices that act upon the ground dynamically incorporate essentially a percussive mechanism in which a reamer is mounted in the head portion thereof. Under the action of an impact impulse the devices are moved forwardly and their reamer moves the soil aside, thereby reaming the hole.
All the afore-described devices can be used only for carrying out methods of reaming holes by packing the soil.
It is an object of the present invention to eliminate the disadvantages of the conventional method of reaming holes through provision of an improved and novel reaming method, and to provide a device for carrying out the improved method.
Accordingly, a primary object of the present invention is to provide a method of reaming holes, which is based on the principle of removal of the soil from the hole rather than on the principle of packing the soil adjacent to the hole, and furthermore provides for a device for carrying out the inventive method.
This object is accomplished in that the method of reaming ground through-holes, according to the invention, consists of in that the soil layers adjacent to the hole are destroyed. simultaneously with the blowingthrough of the hole in the direction in which it is being reamed. l I
In order to carry out the method with the device for reaming ground through holes, the device is essentially a body which is moved through thehole by means of a drive, and includes a reamer mounted at the head por' tion thereof. In accordance with the invention, the walls of the reamer constitutea lattice and form in the tail portion of the reamer a chamber which is connected with a compressor, being provided at the front portion thereof with a nozzle.
It is expedient. to construct the lattice walls of the reamer from rings-cutters of different sizes, which are arranged one after another as their diameters increase, and which are interconnected by ribs.
In order to protect the rings against boulders or other encountered obstacles which cannot be packed, the
ribs interconnecting the rings-cutters are disposed in such a manner so as to protrude outside relative to the rings.
In view of this embodiment of the ribs, the aforementioned obstacles or boulder are moved aside during operation of the device.
- In order to prevent the nozzle passage from being clogged, and to provide for a more effective destruction of the soil cuttings, a disc accommodating nozzles which are built therein, mounted tangentially and bodiments of the present invention is given with reference to the accompanying drawings in which:
FIG. 1 shows a ground through-hole reamed for 3.
portions of its length by the method according to the invention; g
FIG. 2 shows a longitudinal sectional view of a first embodiment of the device for reaming the hole by the method according to the invention;
FIG. 3 is a section taken along line 111 in FIG. 2;
FIG. 4 is a section taken along line lV--lVin FIG. 2;
FIG. 5 shows a longitudinal sectional view of a second embodiment of the device for effecting the' method of reaming the hole according to the invention; and
FIG. 6 is a section taken along line Vl-Vl in FIG. 5. The method according to the present invention is adapted for reaming through-holes which by means of any conventional device.
Holes may bereamed with any of the belowfrom the hole by an air flow generated by the compressor and which directed along the hole being reamed.
are preliminarily formed by any conventional method and In order to keep the particles of the ground soil in a loose or suspended state, the speed of the air flow must be maintained sufficiently high.
In practice, the method can be applied to the reaming of holes in any soil, in a coal seam, or the like.
FIG. 2 shows an embodiment of the device designed for carrying out the method according to the invention.
The device comprises a percussive mechanism 1 consisting of a body 2 with a percussor (not shown in the drawing) movable within the body; and a reamer 3 secured tothe front portion of the body 2 of the percussive mechanism 1.
The reamer 3 is formed by ring-shaped cutters 4 of different diameters, arranged one after another as their diameters increase. The cutters 4 are interconnected by ribs 5 which are secured by means of a coupling 6 (FIG.2 on the body 2.
The ribs 5 are made so that they protrude outside relative to the cutting edges of the cutters 4. Because of this construction, in case the reamer encounters a boulder or some other obstacle that cannot be ground or packed, the latter is moved aside by the inclined surfaces of the ribs 5.
At its front or leading end portion the reamer 3 is provided with a nozzle 7, and at its trailing end portion it is connected, by means of a shell 8, with a chamber 9 into which compressed air is supplied from a compressor (not shown in the drawing) through a pipe line 10. Mounted on the pipe line 10 is a support valve 11 which distributes the supply of the compressed air into the body 2 of the mechanism 1 and inside the chamber 9. The compressed air used by the mechanism 1 is also delivered into the chamber 9.
Mounted so as to be capable of free displacement within the shell 8 is a disc 12 with nozzles 13 which are disposed tangentially and are inclined relative to the nozzle of the reamer 7 (FIGS. 2 and 3).
Theface wall 14 of chamber 9 is made of an elastic material, such as rubber. An emergency pressure rise within the chamber 9 caused by the clogging of the passage of the nozzle-7 or of the preliminary hole 15 formed in the ground as shown in FIG. 1, causes deformation of the wall 14, as a result of which a clearance is formed between the wall and the walls of the cut through which the pipe line 10 is laid, so as to thereby vent the compressed air into the atmosphere through the reamed hole 16.
The device functions as follows:
The nozzle 7 of the device is brought into the preliminarily formed hole 15 as shown in FIG. 1, and which extends between two end shafts l5 sunk into the ground.
With the compressed air being conveyed through the pipe line 10, the mechanism I starts delivering blows against the reamer 3, thus providing for advancement of the device along the hole. With the device advancing, the adjacent layers of the soil are cutoff by the annular cutters. the soil passes through the lattice walls of the reamer, and is then ground and carried away to the outside by the air flow along the preliminary hole '15 through the nozzle 7. This forms the enlarged diameter bore hole 15'', as shown in FIG. 1 of the drawings, having a diameter commensurate with the external diameter of the device. I
FIG. 5 shows another embodiment of the device for I reaming holes through the method according to the present invention.
The device comprises a percussive mechanism 17 consisting of a body 18 with a percussor (not shown in the drawing) being movable within the body; and with a reamer 19 being secured on the front portion of the body 18 of the percussive mechanism 17.
The reamer 19 is made integral with a chamber 20 and is provided at the front portion thereof with a nozzle 21. The walls of the reamer and nozzle are provided with orifices 22 (FIGS. 5,6) and 23 (FIG. 5), respec tively.
By means of ribs 24 the reamer l9 and chamber 20 are secured to a coupling 25 which, in turn, is mounted on the front portion of the body 18 of the percussive mechanism 17.
The face wall 26 of chamber 20 is made in a manner analogous to that described with reference to the first embodiment of the device and has an analogous designation.
Compressed air is delivered into the mechanism 17 through a hose 27, and into the chamber 20 through a hose 28.
In general, the device operates in a manner analogous to that of the device of the first embodiment.
As the device advances, the adjacent layers of the soil I are pushed through the orifices 22, and soil particles 29 are conveyed to the outside by the compressed air along the preliminary hole 30. The orifices 23 of the nozzle 21 are designed to prevent packing of the soil disposed ahead of the reamer 19.
What we claim is:
l. A device for reaming ground through holes by destroying the soil layers adjacent to the hole simultaneously with the blowing-through of said hole in the direction of its reaming, comprising a body; a drive for displacing said body through said hole; a reamer mounted at the leading end portion of said body and having lattice walls; said walls of said reamer forming at the trailing end portion thereof a chamber; a compressor communicating with said 'chamber;and a nozzle being provided at the leading end of said reamer.
2. A device according to claim 1, in which a disc accommodating nozzles built therein, mounted tangentially and inclined in the direction of said nozzle of said reamer, is installed inside said chamber of the reame capably of rotating freely.
3. A device according to claim 1', in which the face wall of said chamber of said reamer is made from an elastic material and is provided with a out which in the course of the face wall deformation forms an orifice.
4. A device according to claim 1, in which the walls of said reamer are formed by a system of rings-cutters of different sizes, arranged one after another as their diameters increase and interconnected by ribs.
5. A device according to claim 4, in which 'said ribs interconnecting said rings-cutters protrude outside relative to said rings.

Claims (5)

1. A device for reaming ground through holes by destroying the soil layers adjacent to the hole simultaneously with the blowingthrough of said hole in the direction of its reaming, comprising a body; a drive for displacing said body through said hole; a reamer mounted at the leading end portion of said body and having lattice walls; said walls of said reamer forming at the trailing end portion thereof a chamber; a compressor communicating with said chamber;and a nozzle being provided at the leading end of said reamer.
2. A device according to claim 1, in which a disc accommodating nozzles built therein, mounted tangentially and inclined in the direction of said nozzle of said reamer, is installed inside said chamber of the reamer capably of rotating freely.
3. A device according to claim 1, in which the face wall of said chamber of said reamer is made from an elastic material and is provided with a cut which in the course of the face wall deformation forms an orifice.
4. A device according to claim 1, in which the walls of said reamer are formed by a system of rings-cutters of different sizes, arranged one after another as their diameters increase and interconnected by ribs.
5. A device according to claim 4, in which said ribs interconnecting said rings-cutters protrude outside relative to said rings.
US00090267A 1970-11-17 1970-11-17 Method of reaming ground through holes and device for effecting same Expired - Lifetime US3730283A (en)

Applications Claiming Priority (7)

Application Number Priority Date Filing Date Title
US9026770A 1970-11-17 1970-11-17
DE2056598A DE2056598C3 (en) 1970-11-17 1970-11-17 Method and device for expanding continuous, essentially horizontal boreholes by mechanical removal of the surrounding rock
NL707016906A NL145624B (en) 1970-11-17 1970-11-18 METHOD AND DEVICE FOR CLEARING A CONTINUOUS, PRE-MADE, HOLE IN THE GROUND.
FR7042750A FR2115660A5 (en) 1970-11-17 1970-11-27
AU22872/70A AU457675B2 (en) 1970-11-17 1970-12-01 A method of reaming ground through holes and device for effecting same
BE759970 1970-12-07
GB58890/70A GB1271790A (en) 1970-11-17 1970-12-11 A method and apparatus for reaming holes in the ground

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US (1) US3730283A (en)
AU (1) AU457675B2 (en)
BE (1) BE759970A (en)
DE (1) DE2056598C3 (en)
FR (1) FR2115660A5 (en)
GB (1) GB1271790A (en)
NL (1) NL145624B (en)

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US3894402A (en) * 1974-07-19 1975-07-15 Martin D Cherrington Apparatus and method for emplacing a conduit along an underground arcuate path
US4507019A (en) * 1983-02-22 1985-03-26 Expand-A-Line, Incorporated Method and apparatus for replacing buried pipe
US4634313A (en) * 1983-12-08 1987-01-06 Water Research Centre Pipe laying and replacement
US4673312A (en) * 1984-05-25 1987-06-16 Ed. Zublin Aktiengesellschaft Method and apparatus for the underground installation of pipelines
US4886396A (en) * 1988-05-12 1989-12-12 Kabushiki Kaisha Iseki Kaihatsu Koki Existing pipeline renewing method and apparatus therefor
US4886394A (en) * 1988-07-26 1989-12-12 Kabushiki Kaisha Iseki Kaihatsu Koki Shield tunneling machine
EP0496981A2 (en) * 1990-12-28 1992-08-05 Gelsenwasser AG Apparatus for laying pipelines without excavation
US5238073A (en) * 1991-04-04 1993-08-24 Rear Ian G Uphole hammer
US5255749A (en) * 1992-03-16 1993-10-26 Steer-Rite, Ltd. Steerable burrowing mole
US5337837A (en) * 1993-06-17 1994-08-16 Earth Tool Corporation Dual-diameter pneumatic ground piercing tool
EP0795678A1 (en) * 1996-03-15 1997-09-17 Tracto-Technik Paul Schmidt Spezialmaschinen Device for enlarging the cross-section of a pilot borehole
WO2000055469A1 (en) * 1999-03-16 2000-09-21 Rd Trenchless Ltd Oy Method and apparatus for underground drilling

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SU1137161A1 (en) * 1983-05-16 1985-01-30 Институт Горного Дела Со Ан Ссср Apparatus for driving holes in earth
GB2224053A (en) * 1988-08-23 1990-04-25 Colin John Macleod Mining method
GB2229747A (en) * 1989-02-24 1990-10-03 Colin John Macleod A mining method
DE4220430C2 (en) * 1992-06-24 1994-09-22 Tracto Technik Method and device for making an earth borehole

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Cited By (14)

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US3894402A (en) * 1974-07-19 1975-07-15 Martin D Cherrington Apparatus and method for emplacing a conduit along an underground arcuate path
DE2531582A1 (en) * 1974-07-19 1976-01-29 Tidril Corp PROCEDURE FOR UNDERWING A SURFACE OBSTACLE WITH PARTICULAR TUBULAR FORMWORK
US4507019A (en) * 1983-02-22 1985-03-26 Expand-A-Line, Incorporated Method and apparatus for replacing buried pipe
US4634313A (en) * 1983-12-08 1987-01-06 Water Research Centre Pipe laying and replacement
US4673312A (en) * 1984-05-25 1987-06-16 Ed. Zublin Aktiengesellschaft Method and apparatus for the underground installation of pipelines
US4886396A (en) * 1988-05-12 1989-12-12 Kabushiki Kaisha Iseki Kaihatsu Koki Existing pipeline renewing method and apparatus therefor
US4886394A (en) * 1988-07-26 1989-12-12 Kabushiki Kaisha Iseki Kaihatsu Koki Shield tunneling machine
EP0496981A2 (en) * 1990-12-28 1992-08-05 Gelsenwasser AG Apparatus for laying pipelines without excavation
EP0496981A3 (en) * 1990-12-28 1992-11-25 Gelsenwasser Ag Apparatus for laying pipelines without excavation
US5238073A (en) * 1991-04-04 1993-08-24 Rear Ian G Uphole hammer
US5255749A (en) * 1992-03-16 1993-10-26 Steer-Rite, Ltd. Steerable burrowing mole
US5337837A (en) * 1993-06-17 1994-08-16 Earth Tool Corporation Dual-diameter pneumatic ground piercing tool
EP0795678A1 (en) * 1996-03-15 1997-09-17 Tracto-Technik Paul Schmidt Spezialmaschinen Device for enlarging the cross-section of a pilot borehole
WO2000055469A1 (en) * 1999-03-16 2000-09-21 Rd Trenchless Ltd Oy Method and apparatus for underground drilling

Also Published As

Publication number Publication date
NL145624B (en) 1975-04-15
AU2287270A (en) 1972-06-08
BE759970A (en) 1971-06-07
DE2056598A1 (en) 1972-05-31
DE2056598B2 (en) 1973-07-19
NL7016906A (en) 1972-05-23
FR2115660A5 (en) 1972-07-07
GB1271790A (en) 1972-04-26
DE2056598C3 (en) 1974-02-14
AU457675B2 (en) 1975-01-13

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