US3894402A - Apparatus and method for emplacing a conduit along an underground arcuate path - Google Patents

Apparatus and method for emplacing a conduit along an underground arcuate path Download PDF

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Publication number
US3894402A
US3894402A US489979A US48997974A US3894402A US 3894402 A US3894402 A US 3894402A US 489979 A US489979 A US 489979A US 48997974 A US48997974 A US 48997974A US 3894402 A US3894402 A US 3894402A
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United States
Prior art keywords
reamer
production casing
pilot hole
drill string
obstacle
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.)
Expired - Lifetime
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US489979A
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English (en)
Inventor
Martin D Cherrington
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.)
SPIE GROUP Inc
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Individual
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Filing date
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Priority to US489979A priority Critical patent/US3894402A/en
Priority to AU82828/75A priority patent/AU486712B2/en
Priority to GB28923/75A priority patent/GB1501919A/en
Priority to CH916475A priority patent/CH604060A5/xx
Application granted granted Critical
Priority to DE2531582A priority patent/DE2531582C2/de
Priority to CA231,516A priority patent/CA1047481A/fr
Publication of US3894402A publication Critical patent/US3894402A/en
Priority to ES439516A priority patent/ES439516A1/es
Priority to BE158426A priority patent/BE831519A/fr
Priority to JP50088193A priority patent/JPS6059398B2/ja
Priority to FR7522540A priority patent/FR2279009A1/fr
Priority to NLAANVRAGE7508627,A priority patent/NL174293C/xx
Priority to YU01831/75A priority patent/YU183175A/xx
Priority to BR7504618*A priority patent/BR7504618A/pt
Priority to EG426/75A priority patent/EG11759A/xx
Assigned to CHASE MANHATTAN BANK, N.A., THE reassignment CHASE MANHATTAN BANK, N.A., THE SECURITY INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: READING & BATES HORIZONTAL DRILLING CO.
Assigned to SPIE HORIZONTAL DRILLING, INC. reassignment SPIE HORIZONTAL DRILLING, INC. ASSIGNMENT OF ASSIGNORS INTEREST. Assignors: INARC DRILLING INC.
Assigned to READING & BATES HORIZONTAL DRILLING CO., A CORP. OF NV reassignment READING & BATES HORIZONTAL DRILLING CO., A CORP. OF NV ASSIGNMENT OF ASSIGNORS INTEREST. Assignors: READING & BATES CONSTRUCTION CO., (NOW KNOWN AS ASSOCIATED PIPE LINE CONTRACTORS, INC.)
Assigned to INARC DRILLING, INC. reassignment INARC DRILLING, INC. CHANGE OF NAME (SEE DOCUMENT FOR DETAILS). MAY 21, 1987 Assignors: READING & BATES HORIZONTAL DRILLING CO.
Anticipated expiration legal-status Critical
Assigned to SPIE GROUP, INC. reassignment SPIE GROUP, INC. ASSIGNMENT OF ASSIGNORS INTEREST. Assignors: SPIE HORIZONTAL DRILLING, INC.
Expired - Lifetime legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/28—Enlarging drilled holes, e.g. by counterboring
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B21/00—Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/04—Directional drilling
    • E21B7/046—Directional drilling horizontal drilling

Definitions

  • ABSTRACT A method for emplacing a production casing such as a 1 1 July 15, 1975 pipeline or other conduit beneath a surface obstacle such as a water course is disclosed.
  • a drill is provided which has a trailing drill string.
  • a pilot hole is drilled along an inverted arcuate path beneath a surface obstacle from one side to the other side of the obstacle so that the drill string occupies the pilot hole.
  • a reamer is provided which has a relatively smaller lead ing end and a larger trailing end. The leading end of the reamer is attached to one of the ends of the drill string, and an end of the production casing is attached to the trailing end of the reamer.
  • the production casing is thrust into the pilot hole at one side of the surface obstacle to project the reamer with the produc tion casing following into the pilot hole.
  • the drill string exits the pilot hole at the opposite side of the obstacle.
  • the reamer is operated by rotating the production casing or other method simultaneously with thrusting the production casing into the pilot hole to scarify and dislodge the earth circumscribing the pilot hole.
  • the pilot hole is enlarged to a diameter slightly greater than the production casing to provide an annulus between the production casing and the reamed hole.
  • Drilling mud is injected through the drill string to exit at the reamer where it entrains the dislodged earth.
  • the drilling mud containing the dislodged earth is allowed to flow into the annulus surrounding the production casing.
  • the present invention relates to a method for emplacing a production casing such as a pipeline or other conduit beneath a surface obstacle such as a water course.
  • the traditional method for laying pipelines, telephone cables and other underground conduits is to dig an open trench, lay the conduit in the trench and then close the trench.
  • This method is quite efficient in general, but problems arise when an obstacle such as a water course or a heavily traveled road is encountered, and the conduit must traverse the obstacle.
  • the road When a road is encountered, the road must either be closed, the traffic diverted, or parts of the road closed and the conduit laid in sections, all of which are inconvenient and interfere substantially with the use of the road.
  • a conduit When a conduit must span a water course, other problems arise.
  • the trench must be dug to a depth considerably below the level at which the conduit is to be laid since the current will partially fill the trench before the conduit can be inserted. This is a significant problem because such trenches have a generally triangular cross section, and the volume of dirt which must be removed increases with the square of the depth of the trench.
  • Such trenching also stirs the alluvium at the bottom of the water course interfering with the natural flora.
  • a second method is to attach a sled or skid to the leading end of the conduit, and drag this leading end through the trench to lay the conduit. With this method, the conduit must be coated with a substance to give it negative buoyancy, and this coating is quite expensive since the entire length of the conduit must be so coated.
  • the present invention relates to a method for emplacing a production casing such as a pipeline or other conduit under a surface obstacle.
  • a drill is provided having a trailing drill string.
  • a pilot hole is drilled along an inverted arcuate path beneath the obstacle from one side to the other so that the trailing drill string occupies the pilot hole.
  • a reamer is provided having a relatively small leading end and a relatively larger trailing end, and the leading end of the reamer is attached to one of the ends of the drill string.
  • the production casing is attached to the trailing end of the reamer.
  • the production casing is thrust into the pilot hole to project the reamer with the production casing following into the hole, and the drill string exits the pilot hole at the other side of the obstacle.
  • the reamer is rotated either by rotating the production casing or other method simultaneously with the thrusting of the production casing to operate the reamer to scarify and dislodge the earth surrounding the pilot hole.
  • the pilot hole is enlarged to a diameter at least equal to the diameter of the production casing so that the production casing is placed along the arcuate path as the pilot hole is being enlarged.
  • drilling mud is injected into the drill string so that it exits at the reamer.
  • the drilling mud thus entrains the earch scarified and dislodged by the reamer.
  • the pilot hole is reamed to a diameter slightly larger than that of the production casing and the drilling mud with the entrained earth therein flows into this annulus.
  • the drilling mud lubricates the production casing as it is thrust ino the hole so that friction on the production casing is minimized and there is no damage to the outer surface of the casing. Insertion of the production casing can be further facilitated by matching the buoyancy of the casing to the drilling mud and the casing will slip easily into the hole.
  • a relatively small return pipe is placed internal to the production casing, and is connected to the annulus around the casing. Drilling mud still fills the annulus to lubricate the production casing, but the excess drilling mud exits the hole through the return pipe so that the hole is not enlarged more than necessary and does not blow out, as described below.
  • the diameter of the return pipe can be selected so that the casing has neutral buoyancy and other weights are not required.
  • the reamer is non-rotatably attached to the production casing, and the production casing itself is rotated in order to operate the reamer.
  • This has the secondary advantage that the friction between the production casing and the sides of the hole is reduced because the casing rotates as it enters the hole.
  • the production casing is being placed along an arcuate path and the side walls of the casing are flexed upon each revolution of the casing. For larger diameter production casings, this flexing can cause fatigue failure.
  • an alternate embodiment of the present method is provided wherein the production casing is rotatably attached to the reamer, so that the casing does not rotate, and a drive shaft or other mechanism is employed to operate the reamer.
  • FIG. 1 is a perspective view of the completion of the pilot hole underneath the surface obstacle
  • FIG. 2 is a perspective view similar to that of FIG. 1 illustrating the reaming of the pilot hole to selected larger diameter;
  • FIG. 3 is a fragmentary elevation view of the reaming apparatus of the present invention.
  • FIG. 4 is a fragmentary elevation view of the reaming apparatus of the present invention partially cut away.
  • FIG. 5 is a fragmentary elevation view of an alternate embodiment of the present invention.
  • Drill string 20 comprises a plurality of interconnected drill string segments which are joined to form the drill string. After drill bit 18 emerges at the other side of obstacle 12, drill string 20 occupies the entire pilot hole 10.
  • production casing 32 is non-rotatably attached to the larger trailing end of reamer 30.
  • the production casing is forced into pilot hole 10 by thrusting the casing at its trailing end using drill rig l4, and reamer 30 is operated by rotating the casing.
  • Production casing 30 can be either a steel or cement pipe such as used for oil and water pipelines, protective casings for telephone lines and the like.
  • Production casing 32 consists of a plurality of segments such as 34.
  • a tube 36 is attached to the leading end of drill string 20.
  • Tube 36 is attached to a pump 38 which forces drilling mud through the drill string to exit at the reamer.
  • the segments are placed in a pile 40 and tube 36 is reattached to the leading end of the next segment.
  • drilling mud is continuously injected into pilot string 20 to exit at the reamer.
  • segments 34 of production casing 32 are added at the trailing end.
  • the drill rig 14 used for drilling the pilot hole also acts to thrust the production casing 32 into the ground in this embodiment as illustrated by arrow 42, and in the preferred embodiment rotates the production casing as well as operates the reamer.
  • reamer 30 is interposed between drill string 20 and production casing 32 in more detail in FIG. 3.
  • the narrower leading end of frustro-conical reamer 30 connects nonrotatably to drill string 20.
  • the larger trailing end of reamer 30 is nonrotatably connected to production casing 32.
  • Reamer 30 has a plurality of reamer teeth 42 which enlarge pilot hole 10 to a diameter slightly larger than that of production casing 32. This provides a small annulus 44 about the outer diameter of production casing 32.
  • Drilling mud which is injected through drill string 20 and exits at reamer 30 flows around the reamer and entrains the earth 46 scarified and dislodged by reamer teeth 42 as illustrated by arrows 48.
  • the drilling mud containing the dislodged earth flows into the annulus 44 circumscribing the production casing 32 as illustrated by arrows 50.
  • the used drilling mud serves to lubricate production casing 32 so that it slips easily into the enlarged hole.
  • the buoyancy of the production casing can be a critical problem. Since the density of production casing 32 with its hollow interior is substantially less than that of the drilling mud in annulus 44 for larger production casings, the production casing will be forced upwardly and will distort the path of the production casing as it is being emplaced. For smaller production casings, the density of the casing with its hollow interior is greater than that of the drilling mud and the weight of the casing distorts the path.
  • One of the features of the present invention is to weight the production casing 32 so that its density including the hollow interior is substantially equal to that of the drilling mud.
  • the production casing 32 will have neutral buoyancy with respect to the drilling mud and will slip easily into the hole along the axis of pilot hole 10.
  • neutral buoyancy can be achieved by placing foam inside the production casing, coating the casing, placing weights in the casing, and the like.
  • FIG. 4 A preferred embodiment of the present invention wherein excess drilling mud is removed as the production casing 32 is being emplaced is illustrated by way of reference to FIG. 4.
  • drilling mud is injected through drill string 20 as illustrated by arrow as previously shown.
  • This drilling mud exits at the reamer and flows into the annulus 44 around production casing 32.
  • an internal return pipe 62 is provided inside production casing 32.
  • Return pipe 62 has a plurality of extensions 64 which communicate with holes 66 in the walls of casing 32. In this manner, a connection is provided between return pipe 62 and annulus 44 so that excess drilling mud in the annulus can flow out through return pipe 62 as illustrated by arrow 68.
  • volumetric flow of drilling mud into the hole is generally greater than that which can be accommodated by annulus 44, failure to provide a return pipe such as 62 forces the drilling mud to flow backwardly along the production casing 32.
  • the pressure on the enlarged hole adjacent the reamer will be relatively large to force the mud along the entire casing.
  • the hole may blow out due to this pressure and water from the river can flow into the hole.
  • the excess drilling mud will flow into the water course and pollute the stream and destroy the natural wildlife.
  • the provision of return pipe 62 will avoid such a blow out when long production casings are emplaced.
  • a further advantage of the return pipe is that the diameter of the pipe can be selected so that the drilling mud will weight production casing 32 so that it has neutral buoyancy with respect to the drilling mud. Hence, a separate weighting mechanism need not be provided to achieve neutral buoyancy.
  • pipe 62 is used to return used drilling mud as illustrated by arrows 68.
  • a pipe such as 62 can be used to inject drilling mud so that it exits near reamer 30 rather than inject drilling mud through drill string 20.
  • pipe 62 would be extended as illustrated in phantom 69 so that the drilling mud would be injected at reamer 30 rather than into annulus 44. After the drilling mud entrains the earth scarified and dislodged by reamer 30, the used drilling mud flows into annulus 44 as in the previous embodiments.
  • FIG. 5 An alternate embodiment to those discussed above which is primarily adapted for use with relatively large production casings is illustrated in FIG. 5.
  • a production casing such as casing 70 has a diameter of greater than approximately inches
  • rotating the production casing in the arcuate path can cause excessive fatigue of the casing and it is preferred not to rotate the casing.
  • the casing is rotatably attached to the trailing end of a reamer such as 72.
  • the leading end of reamer 72 is nonrotatably attached to drill string 74, and drilling mud is injected through drill string 74 as illustrated by arrow 76, similar to the method described above.
  • reamer 72 is operated by means of a drive shaft 78 which rests along the bottom of casing 70.
  • a pulley 80 or gear arrangement is connected to reamer 72 so that rotation of drive shaft 78 operates the reamer.
  • a drilling motor as known in the art can be placed at the leading end of casing 70 to operate the reamer.
  • a return pipe such as return pipe 62 illustrated in FIG. 4, could also be provided.
  • the production casing 70 could be rotated slowly (relative to the rotation of the reamer 72) to make the casing slip more easily into the hole and reduce friction thereon. Fatigue of the casing is dependent upon the speed of rotation of the casing so that at low speed rotation may be acceptable where high speed rotation such as required to operate the reamer is not acceptable.
  • a method for emplacing a production casing beneath a surface obstacle such as water course comprising the steps of:
  • a method as recited in claim I wherein rotating the production casing to operate the reamer is adapted to enlarge the pilot hole to a diameter slightly larger than the diameter of the production casing to provide a narrow annulus circumscribing said production casing, said method additionally comprising the steps of injecting drilling mud into the end of the drill string opposite from the end of the drill string attached to the leading end of the reamer so that said drilling mud flows through said drill string to exit at the reamer; entraining in said drilling mud the earth scarified and dislodged by the reamer; and allowing the drilling mud containing the scarified earth to flow into the annulus around the production casing to lubricate the casing as it is forced into the pilot hole.
  • rotating the production casing to operate the reamer is adapted to enlarge the pilot hole to a diameter slightly larger than the diameter of the production casing, said method additionally comprising the steps of providing an inlet pipe internal to the production casing, said inlet pipe having one end terminating adjacent the reamer; injecting drilling mud into the inlet pipe so that said drilling mud flows through said inlet pipe to exit at the reamer; entraining in said drilling mud the earth scarified by the reamer; and allowing the drilling mud containing the scarified earth to flow into the annulus around the production casing.
  • attaching the leading end of the reamer to one of the ends of the drill string comprises attaching the leading end of the reamer to the end of the drill string at said first side of the surface obstacle.
  • a method as recited in claim 1 wherein said attaching the leading end of the reamer to one of the ends of the drill string comprises attaching the leading end of the reamer to the end of the drill string at said second side of the surface obstacle.
  • trailing drill string comprises a plurality of drill string segments, and additionally comprising the step of removing the segments individually from the drill string as said drill string segments exit the pilot hole at the opposite end of the obstacle.
  • a method for emplacing a large diameter production casing beneath a surface obstacle such as a water course comprising the steps of:
  • a method as recited in claim 10 wherein said providing means for rotating the reamer comprises the step of providing a drive shaft internal to the production casing, said drive shaft having a power output end attached to the reamer, and wherein said rotating the reamer step comprises rotating the reamer by rotating the drive shaft simultaneously with said forcing step to operate the reamer.
  • a method for emplacing a production casing beneath a surface obstacle such as a water course comprising the steps of: providing a drill having a trailing drill string; drilling a pilot hole along an inverted arcuate path beneath the surface obstacle from a first side to a second opposite side of the obstacle with said drill so that the trailing drill string occupies the pilot hole with the ends of said drill string being on opposite sides of the obstacle; providing a reamer having a relatively smallerleading end and a relatively larger trailing end; attaching the leading end of the reamer to one of the ends of the drill string; connecting an end of the production casing to the trailing end of the reamer; providing means for rotating the reamer; thrusting the production casing into the pilot hole to project the reamer with said production casing following into said pilot hole; rotating the reamer with rotating means simultaneously with said thrusting step to operate the reamer to scarify and dislodge the earth around the pilot hole; injecting drilling mud into the end of the drill string opposite from the end of
  • a method as recited in claim 12 wherein said providing means for rotating the reamer comprises providing a drive shaft internal to the production casing, said drive shaft being connected to the reamer so that rotation of the drive shaft rotates the reamer.

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  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Electric Cable Installation (AREA)
US489979A 1974-07-19 1974-07-19 Apparatus and method for emplacing a conduit along an underground arcuate path Expired - Lifetime US3894402A (en)

Priority Applications (14)

Application Number Priority Date Filing Date Title
US489979A US3894402A (en) 1974-07-19 1974-07-19 Apparatus and method for emplacing a conduit along an underground arcuate path
AU82828/75A AU486712B2 (en) 1974-07-19 1975-07-08 Apparatus and method for emplacing a conduit along an underground arcuate path
GB28923/75A GB1501919A (en) 1974-07-19 1975-07-11 Apparatus and method for emplacing a conduit along an underground arcuate path
CH916475A CH604060A5 (fr) 1974-07-19 1975-07-14
DE2531582A DE2531582C2 (de) 1974-07-19 1975-07-15 Verfahren zum bogenförmigen Unterfahren eines Oberflächenhindernisses
CA231,516A CA1047481A (fr) 1974-07-19 1975-07-15 Materiel et methode pour deposer une canalisation dans une galerie souterraine courbe
ES439516A ES439516A1 (es) 1974-07-19 1975-07-17 Un metodo mejorado para colocar un conducto de produccion debajo de un obstaculo superficial tal como una corriente de agua.
BR7504618*A BR7504618A (pt) 1974-07-19 1975-07-18 Aperfeicoamento em processo para a colocacao em posicao de um conduto de producao abaixo de um obstaculo na superficie tal como um curso de agua
FR7522540A FR2279009A1 (fr) 1974-07-19 1975-07-18 Procede de mise en place d'une canalisation
JP50088193A JPS6059398B2 (ja) 1974-07-19 1975-07-18 地下の弧状通路に沿い暗渠を据付る方法
BE158426A BE831519A (fr) 1974-07-19 1975-07-18 Procede de mise en place d'une canalisation
NLAANVRAGE7508627,A NL174293C (nl) 1974-07-19 1975-07-18 Werkwijze voor het plaatsen van een transportleiding onder een obstakel, zoals een waterloop.
YU01831/75A YU183175A (en) 1974-07-19 1975-07-18 Arrangement and method of installing a line along an underground arc way
EG426/75A EG11759A (en) 1974-07-19 1975-07-19 Apparatus and method for emplacing a conduit along an underground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US489979A US3894402A (en) 1974-07-19 1974-07-19 Apparatus and method for emplacing a conduit along an underground arcuate path

Publications (1)

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US3894402A true US3894402A (en) 1975-07-15

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US489979A Expired - Lifetime US3894402A (en) 1974-07-19 1974-07-19 Apparatus and method for emplacing a conduit along an underground arcuate path

Country Status (13)

Country Link
US (1) US3894402A (fr)
JP (1) JPS6059398B2 (fr)
BE (1) BE831519A (fr)
BR (1) BR7504618A (fr)
CA (1) CA1047481A (fr)
CH (1) CH604060A5 (fr)
DE (1) DE2531582C2 (fr)
EG (1) EG11759A (fr)
ES (1) ES439516A1 (fr)
FR (1) FR2279009A1 (fr)
GB (1) GB1501919A (fr)
NL (1) NL174293C (fr)
YU (1) YU183175A (fr)

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US4020641A (en) * 1975-12-22 1977-05-03 Kabushiki Kaisha Komatsu Seisakusho Method of laying pipes in the ground
US4024721A (en) * 1974-05-23 1977-05-24 Kabushiki Kaisha Komatsu Seisakusho Method and apparatus for laying pipes in the ground
US4043136A (en) * 1975-07-14 1977-08-23 Tidril Corporation System and method for installing production casings
DE2701066A1 (de) * 1976-03-02 1977-09-15 Komatsu Mfg Co Ltd Verfahren und vorrichtung zum verlegen von rohren
US4102413A (en) * 1976-08-30 1978-07-25 Frederick Eric Johnston Rock drilling apparatus and method
US4117895A (en) * 1977-03-30 1978-10-03 Smith International, Inc. Apparatus and method for enlarging underground arcuate bore holes
US4148193A (en) * 1976-12-08 1979-04-10 Samuel Mottes Method and apparatus for producing underground installations of concrete pipe
US4176985A (en) * 1975-07-14 1979-12-04 Reading And Bates Construction Co. System and method for installing production casings
US4186809A (en) * 1978-11-06 1980-02-05 Dresser Industries, Inc. Steep angle raise bit
US4191267A (en) * 1977-01-19 1980-03-04 Snaddon Michael B Raise-boring
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US4402372A (en) * 1979-09-24 1983-09-06 Reading & Bates Construction Co. Apparatus for drilling underground arcuate paths and installing production casings, conduits, or flow pipes therein
US4453603A (en) * 1980-12-09 1984-06-12 Voss Development Corporation Apparatus and method for selected path drilling
US4576515A (en) * 1982-09-20 1986-03-18 Nippon Telegraph & Telephone Public Corp. Pipe laying apparatus
USRE32267E (en) * 1979-09-24 1986-10-21 Reading & Bates Construction Co. Process for drilling underground arcuate paths and installing production casings, conduits, or flow pipes therein
US4673312A (en) * 1984-05-25 1987-06-16 Ed. Zublin Aktiengesellschaft Method and apparatus for the underground installation of pipelines
US4679637A (en) * 1985-05-14 1987-07-14 Cherrington Martin D Apparatus and method for forming an enlarged underground arcuate bore and installing a conduit therein
FR2614332A1 (fr) * 1987-04-21 1988-10-28 Horizontal Drilling Internatio Procede pour installer une canalisation souterraine et installation s'y rapportant
US4784230A (en) * 1985-05-14 1988-11-15 Cherrington Martin D Apparatus and method for installing a conduit within an arcuate bore
US4944634A (en) * 1985-10-04 1990-07-31 American Colloid Company Anti-friction composition containing MgO and method
US4990028A (en) * 1985-10-04 1991-02-05 American Colloid Company Anti-friction composition containing MgO and method
USRE33793E (en) * 1985-05-14 1992-01-14 Cherrington Corporation Apparatus and method for forming an enlarged underground arcuate bore and installing a conduit therein
US5176211A (en) * 1991-09-16 1993-01-05 Baker Energy Resources Corporation Apparatus and method for recirculating mud when drilling under an obstacle
EP0578034A1 (fr) * 1992-06-24 1994-01-12 Tracto-Technik Paul Schmidt Spezialmaschinen Kg Procédé et dispositif pour le forage d'un trou dans le sol
US5314267A (en) * 1992-08-27 1994-05-24 Mark Osadchuk Horizontal pipeline boring apparatus and method
US5687807A (en) * 1995-04-26 1997-11-18 Vermeer Manufacturing Company Cutter head for trenchless boring machine
US5687805A (en) * 1996-04-29 1997-11-18 Perry; Robert G. Back reamer apparatus
EP0890707A1 (fr) * 1997-07-11 1999-01-13 Heerema Ondergrondse Infrastructuren B.V. Procédé, système et dispositif pour la construction de parois dans le sol
US5979574A (en) * 1997-05-13 1999-11-09 Ozzie's Pipeline Padder, Inc. Horizontal boring apparatus and method of using the same
US5979573A (en) * 1997-05-13 1999-11-09 Ozzie's Pipeline Padder, Inc. Horizontal boring apparatus
WO2000055469A1 (fr) * 1999-03-16 2000-09-21 Rd Trenchless Ltd Oy Procede et appareil pour le sondage souterrain
AU726231B2 (en) * 1995-09-22 2000-11-02 Cherrington (Australia) Pty Ltd Pipe protector
US6227311B1 (en) 1999-11-08 2001-05-08 Ozzie's Pipeline Padder, Inc. Drill pipe guiding apparatus for a horizontal boring machine method
EP1098065A1 (fr) * 1999-11-02 2001-05-09 VISSER & SMIT HANAB B.V. Procédé de creusement d'un tunnel
NL1014813C2 (nl) * 2000-03-31 2001-10-02 Van Leeuwen Harmelen Bv Geb Ruimer voor grondboringen.
DE19633932C2 (de) * 1996-08-22 2001-12-06 Max Streicher Kg Bauunternehmu Verfahren zum Sanieren von wenigstens teilweise unter der Oberfläche verlegten Rohrleitungen
US6443657B1 (en) 1995-07-11 2002-09-03 Tt Technologies, Inc. Method of installing or replacing underground pipe
US20030066684A1 (en) * 2001-10-08 2003-04-10 Klemm Gunter W. Enlargement drilling system
US20030230432A1 (en) * 2002-06-14 2003-12-18 Martin Cherrington Apparatus and process for drilling casing with environmentally contained mud annulus
US6682264B1 (en) * 2002-02-26 2004-01-27 Ina Acquisition Corp. Method of accurate trenchless installation of underground pipe
US20040177587A1 (en) * 2003-03-10 2004-09-16 Hermann Meyer Arrangement for connecting a tubular element to a body extending into the same
WO2005056971A1 (fr) * 2003-12-11 2005-06-23 Roth Raymond G Procede et appareil de forage directionnel
US20080073123A1 (en) * 2004-04-14 2008-03-27 Mullins H Stanley Dual-member auger boring system
FR2929982A1 (fr) * 2008-04-14 2009-10-16 Spac Sa Dispositif d'alesage destine a des operations de forage horizontal dirige et procede de forage horizontal dirige utilisant un tel dispositif.
WO2014158026A1 (fr) * 2013-03-22 2014-10-02 Norhard As Dispositif d'équipement de forage spécialement conçu pour aléser un trou de forage dans une formation rocheuse et procédé d'alésage d'un trou de forage dans une formation rocheuse
DE102013017388A1 (de) * 2013-10-19 2015-04-23 Prime Drilling Gmbh Vorrichtung und Verfahren zum Einbringen eines Rohrs ins Erdreich
WO2015134689A1 (fr) * 2014-03-06 2015-09-11 Barbco, Inc. Appareil et procédé permettant de forer des trous de forage souterrains généralement horizontaux
WO2018048861A1 (fr) * 2016-09-06 2018-03-15 Quanta Associates, L.P. Traction de conduites d'écoulement souterraines sous des obstacles, notamment des masses d'eau
US10047562B1 (en) 2017-10-10 2018-08-14 Martin Cherrington Horizontal directional drilling tool with return flow and method of using same
US11095102B2 (en) 2016-09-06 2021-08-17 Quanta Associates, L.P. Repurposing pipeline for electrical cable

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JPS5813898A (ja) * 1981-07-17 1983-01-26 新日本製鐵株式会社 曲管の地中敷設方法
JPS59122698A (ja) * 1982-12-27 1984-07-16 東京瓦斯株式会社 非開削工法による管埋設方法及び装置
NL8802302A (nl) * 1988-09-16 1990-04-17 Visser & Smit Bv Werkwijze voor het aanleggen van een buisleiding door een grondmassief.
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DE2701066A1 (de) * 1976-03-02 1977-09-15 Komatsu Mfg Co Ltd Verfahren und vorrichtung zum verlegen von rohren
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DE3035876A1 (de) * 1979-09-24 1981-04-09 Reading & Bates Construction Co., Houston, Tex. Verfahren und vorrichtung fuer untergrundbohrarbeiten und verrohrungen laengs gekruemmter bahnen
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EP0073610A3 (fr) * 1981-08-24 1983-09-14 Dailey Directional Services, Inc. Procédé et dispositif pour le forage de puits
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US4784230A (en) * 1985-05-14 1988-11-15 Cherrington Martin D Apparatus and method for installing a conduit within an arcuate bore
USRE33793E (en) * 1985-05-14 1992-01-14 Cherrington Corporation Apparatus and method for forming an enlarged underground arcuate bore and installing a conduit therein
US4944634A (en) * 1985-10-04 1990-07-31 American Colloid Company Anti-friction composition containing MgO and method
US4990028A (en) * 1985-10-04 1991-02-05 American Colloid Company Anti-friction composition containing MgO and method
FR2614332A1 (fr) * 1987-04-21 1988-10-28 Horizontal Drilling Internatio Procede pour installer une canalisation souterraine et installation s'y rapportant
WO1988008480A1 (fr) * 1987-04-21 1988-11-03 Horizontal Drilling International Procede pour installer une canalisation souterraine et installation s'y rapportant
EP0299624A2 (fr) * 1987-07-13 1989-01-18 Cherrington Corporation Appareil et procédé pour installer un conduit dans un puits courbe
EP0299624A3 (fr) * 1987-07-13 1989-05-10 Cherrington Corporation Appareil et procédé pour installer un conduit dans un puits courbe
US5176211A (en) * 1991-09-16 1993-01-05 Baker Energy Resources Corporation Apparatus and method for recirculating mud when drilling under an obstacle
EP0578034A1 (fr) * 1992-06-24 1994-01-12 Tracto-Technik Paul Schmidt Spezialmaschinen Kg Procédé et dispositif pour le forage d'un trou dans le sol
US5314267A (en) * 1992-08-27 1994-05-24 Mark Osadchuk Horizontal pipeline boring apparatus and method
US5687807A (en) * 1995-04-26 1997-11-18 Vermeer Manufacturing Company Cutter head for trenchless boring machine
US6443657B1 (en) 1995-07-11 2002-09-03 Tt Technologies, Inc. Method of installing or replacing underground pipe
AU726231B2 (en) * 1995-09-22 2000-11-02 Cherrington (Australia) Pty Ltd Pipe protector
US5687805A (en) * 1996-04-29 1997-11-18 Perry; Robert G. Back reamer apparatus
DE19633932C2 (de) * 1996-08-22 2001-12-06 Max Streicher Kg Bauunternehmu Verfahren zum Sanieren von wenigstens teilweise unter der Oberfläche verlegten Rohrleitungen
US5979574A (en) * 1997-05-13 1999-11-09 Ozzie's Pipeline Padder, Inc. Horizontal boring apparatus and method of using the same
US5979573A (en) * 1997-05-13 1999-11-09 Ozzie's Pipeline Padder, Inc. Horizontal boring apparatus
EP0890707A1 (fr) * 1997-07-11 1999-01-13 Heerema Ondergrondse Infrastructuren B.V. Procédé, système et dispositif pour la construction de parois dans le sol
US6357965B2 (en) 1997-07-11 2002-03-19 Heerema Ondergrondse Infrastructuren B.V. Method, system and device for building a wall in the ground
EP0890708A1 (fr) * 1997-07-11 1999-01-13 Heerema Ondergrondse Infrastructuren B.V. Procédé, système et dispositif pour la construction de parois dans le sol
WO2000055469A1 (fr) * 1999-03-16 2000-09-21 Rd Trenchless Ltd Oy Procede et appareil pour le sondage souterrain
EP1098065A1 (fr) * 1999-11-02 2001-05-09 VISSER & SMIT HANAB B.V. Procédé de creusement d'un tunnel
NL1016496C2 (nl) * 1999-11-02 2001-06-06 Visser & Smit Bv Werkwijze voor het aanleggen van een geboorde tunnel.
US6227311B1 (en) 1999-11-08 2001-05-08 Ozzie's Pipeline Padder, Inc. Drill pipe guiding apparatus for a horizontal boring machine method
NL1014813C2 (nl) * 2000-03-31 2001-10-02 Van Leeuwen Harmelen Bv Geb Ruimer voor grondboringen.
WO2001075261A1 (fr) * 2000-03-31 2001-10-11 Gebr. Van Leeuwen Harmelen B.V. Trépan aléseur arrière
US20030066684A1 (en) * 2001-10-08 2003-04-10 Klemm Gunter W. Enlargement drilling system
US6808030B2 (en) * 2001-10-08 2004-10-26 Klemm Guenter W Enlargement drilling system
US6953306B2 (en) 2002-02-26 2005-10-11 Insituform (Netherlands) B.V. Method of accurate trenchless installation of underground pipe
US6682264B1 (en) * 2002-02-26 2004-01-27 Ina Acquisition Corp. Method of accurate trenchless installation of underground pipe
US20040184885A1 (en) * 2002-02-26 2004-09-23 Mcgillis John Hamilton Method of accurate trenchless installation of underground pipe
US6851490B2 (en) 2002-06-14 2005-02-08 Martin Cherrington Apparatus and process for drilling casing with environmentally contained mud annulus
US20030230432A1 (en) * 2002-06-14 2003-12-18 Martin Cherrington Apparatus and process for drilling casing with environmentally contained mud annulus
US20040177587A1 (en) * 2003-03-10 2004-09-16 Hermann Meyer Arrangement for connecting a tubular element to a body extending into the same
US7448821B2 (en) 2003-03-10 2008-11-11 Dr. Johannes Heidenhain Gmbh Arrangement for connecting a tubular element to a body extending into the same
WO2005056971A1 (fr) * 2003-12-11 2005-06-23 Roth Raymond G Procede et appareil de forage directionnel
US8011449B2 (en) 2003-12-11 2011-09-06 Roth Raymond G Method and apparatus for directional drilling
US20080073123A1 (en) * 2004-04-14 2008-03-27 Mullins H Stanley Dual-member auger boring system
US7389831B2 (en) 2004-04-14 2008-06-24 The Charles Machine Works, Inc. Dual-member auger boring system
FR2929982A1 (fr) * 2008-04-14 2009-10-16 Spac Sa Dispositif d'alesage destine a des operations de forage horizontal dirige et procede de forage horizontal dirige utilisant un tel dispositif.
WO2014158026A1 (fr) * 2013-03-22 2014-10-02 Norhard As Dispositif d'équipement de forage spécialement conçu pour aléser un trou de forage dans une formation rocheuse et procédé d'alésage d'un trou de forage dans une formation rocheuse
NO342521B1 (no) * 2013-03-22 2018-06-04 Norhard As Boreinnretning spesielt tilrettelagt for opprømming av borehull i en fjellformasjon, samt en framgangsmåte for opprømming av et borehull i en fjellformasjon
DE102013017388A1 (de) * 2013-10-19 2015-04-23 Prime Drilling Gmbh Vorrichtung und Verfahren zum Einbringen eines Rohrs ins Erdreich
WO2015134689A1 (fr) * 2014-03-06 2015-09-11 Barbco, Inc. Appareil et procédé permettant de forer des trous de forage souterrains généralement horizontaux
WO2018048861A1 (fr) * 2016-09-06 2018-03-15 Quanta Associates, L.P. Traction de conduites d'écoulement souterraines sous des obstacles, notamment des masses d'eau
US11095102B2 (en) 2016-09-06 2021-08-17 Quanta Associates, L.P. Repurposing pipeline for electrical cable
US11095101B2 (en) 2016-09-06 2021-08-17 Quanta Associates, L.P. Repurposing pipeline for electrical cable
US10047562B1 (en) 2017-10-10 2018-08-14 Martin Cherrington Horizontal directional drilling tool with return flow and method of using same

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Publication number Publication date
FR2279009A1 (fr) 1976-02-13
YU183175A (en) 1982-02-28
JPS5136711A (en) 1976-03-27
NL7508627A (nl) 1976-01-21
DE2531582C2 (de) 1985-10-17
JPS6059398B2 (ja) 1985-12-25
GB1501919A (en) 1978-02-22
CA1047481A (fr) 1979-01-30
NL174293C (nl) 1987-10-16
AU8282875A (en) 1977-01-13
FR2279009B1 (fr) 1979-05-11
DE2531582A1 (de) 1976-01-29
EG11759A (en) 1977-12-31
CH604060A5 (fr) 1978-08-31
BE831519A (fr) 1975-11-17
ES439516A1 (es) 1977-06-01
BR7504618A (pt) 1976-07-06

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