EP0215998A2 - Machine pour enfoncer et enlever des pieux et/ou pour forer - Google Patents

Machine pour enfoncer et enlever des pieux et/ou pour forer Download PDF

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Publication number
EP0215998A2
EP0215998A2 EP86100005A EP86100005A EP0215998A2 EP 0215998 A2 EP0215998 A2 EP 0215998A2 EP 86100005 A EP86100005 A EP 86100005A EP 86100005 A EP86100005 A EP 86100005A EP 0215998 A2 EP0215998 A2 EP 0215998A2
Authority
EP
European Patent Office
Prior art keywords
mast
piston
machine according
support
lifting
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Withdrawn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
EP86100005A
Other languages
German (de)
English (en)
Other versions
EP0215998A3 (fr
Inventor
Lam Ming Luen
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.)
Individual
Original Assignee
Individual
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
Priority claimed from GB08523644A external-priority patent/GB2166780B/en
Application filed by Individual filed Critical Individual
Publication of EP0215998A2 publication Critical patent/EP0215998A2/fr
Publication of EP0215998A3 publication Critical patent/EP0215998A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D9/00Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
    • E02D9/02Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by withdrawing
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D11/00Methods or apparatus specially adapted for both placing and removing sheet pile bulkheads, piles, or mould-pipes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02Placing by driving
    • E02D7/06Power-driven drivers
    • E02D7/14Components for drivers inasmuch as not specially for a specific driver construction
    • E02D7/16Scaffolds or supports for drivers
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B15/00Supports for the drilling machine, e.g. derricks or masts
    • E21B15/04Supports for the drilling machine, e.g. derricks or masts specially adapted for directional drilling, e.g. slant hole rigs
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B19/00Handling rods, casings, tubes or the like outside the borehole, e.g. in the derrick; Apparatus for feeding the rods or cables
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B3/00Rotary drilling
    • E21B3/02Surface drives for rotary drilling
    • E21B3/025Surface drives for rotary drilling with a to-and-fro rotation of the tool
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/02Drilling rigs characterised by means for land transport with their own drive, e.g. skid mounting or wheel mounting

Definitions

  • THIS INVENTION relates to a pile driver, pile drawer ond/or drilling machine for use in geological explorotion, mineral prospecting, mining, foundation engineering, building and the like.
  • Previously proposed drilling machines for small scale drilling operations comprise a collapsible most on a mobile chassis.
  • One disadvantage of this arrangement is that a single most is inadequate when a large number of holes are to be drilled, so that a number of machines must be used.
  • pile drivers comprise a frame which is erected above the spot where a pile is to be driven into the ground and is provided with one or more sets of guide rails along which a heavy weight is allowed to fall onto the pile, thus driving the pile into the ground.
  • Such pile drivers can thus only operate when the guide rails ore substantially vertical, although drilling machines which can drill horizontally have been previously proposed.
  • a further disadvantage of previously proposed pile drivers and drilling machines is that the some machine cannot be used both for pile driving and for drilling.
  • a machine which comprises a chassis carrying a turntable, on elongate lifting and/or tool carrying means and support means for the lifting ond/or tool carrying means, wherein the support means is mounted to a surface of the turntable so as to be rotatable relative to the turntable about two non-parallel axes irrespective of the orientation of the lifting and/or tool carrying means relative to the said surface, the orientation of one of the said axes of rotation being dependent on the rotation of the support means about the other of the said axes, and wherein the lifting and/or tool carrying means is rotatable with respect to the support means.
  • the present invention provides a machine which comprises a lifting and/or tool-carrying means and support means therefor, wherein the support means is rotatable about two non-parallel axes and comprises two members, one of which members is rotatably mounted on the other, and wherein the lifting and/or tool carrying means is fixed to the said rotatable member, the said rotatable member being rotatable by hydraulic or pneumatic means comprising two piston and cylinder arrangements pivotally connected to a first gear and operable in opposition so that, in use, when the piston of one piston and cylinder arrangement is extended the first gear rotates in one direction and when the piston of the other piston and cylinder arrangement is extended the first gear rotates in the other direction, the first gear meshing with a second gear disposed at right angles thereto the second gear being connected for rotating the said rotatable member.
  • the invention also provides a machine which comprises a lifting and/or tool-carrying means and support means therefor, wherein the support means is rotatable about two mutually perpendicular axes and the lifting and/or tool carrying means is rotatable with respect to the support means.
  • the invention enables drilling of horizontal, slanting and vertical holes and holes of varied sizes.
  • a two most combined pile driver, pile drawer and drilling machine comprises a movable carriage I, support means 2, a mast system 5 comprising two most units 3 and lifting means 4.
  • the support means 2 is mounted on a turntable IA, which is in turn rotatably mounted on the carriage by means of large ball bearings, and supports the most system 5.
  • the lifting means 4 comprises two hydraulic piston and cylinder arrangements 6 which are hinged to the turntable I A at 6B and to a support bearing sleeve 9A at 6C.
  • the carriage I includes a chassis 7 and wheels 8, and is also provided with an engine and hydraulic pump 34.
  • the wheels 8 can be provided with tyres, but are more preferably chain wheels provided with endless chains or articulated tracks.
  • the carriage I is drivable under power.
  • the support means 2 comprises a rotatable, raisable and swingable tubular mast support pipe 10 which is mounted to a main bearing pipe 9 as will be described below.
  • the bearing pipe 9 is rotatably mounted to a bracket 6'A via a rotatable bearing 33.
  • the bracket 6'A is hinged to the turntable at 6A.
  • the support pipe 10 is connected to the bearing pipe 9 via a flanged pipe 10A.
  • a radially outwardly extending annular flange 10' of the support pipe is bolted at 10C to an annular flange or coupling plate 10B which is itself bolted at 10D to a radially inwardly extending flange at one end of the pipe IOA.
  • the other end of the pipe IOA has a radially outwardly extending annular flange 10'A to which is bolted at 9Q an L-shaped collar IOF.
  • the flange 10A and collar 10'F define an annular recess receiving a flange 9' at one end of the pipe 9 and a radially outwardly extending annular flange of a bearing pipe 9H mounted coaxially within the pipe IOA.
  • the recess also receives an annular bronze bearing plate 9K for supporting the weight of the masts.
  • Each end of the bearing pipe 9H has a radially inwardly extending flange 9'H for mounting a support pipe 9D coaxially within the pipe IOA.
  • corresponding flanges of the support pipe 9A and bearing pipe 9H are bolted together at 9J while the other flange of the bearing pipe 9H is bolted at 9G to a relatively short pipe or collor 9I within which is mounted the other end of the support pipe 9D.
  • the bearing pipe 9H is connected to the support pipe 9 by bolts at 9F.
  • Each end of the support pipe 9D is radially enlarged relative to the remainder of the support pipe 9D to receive a respective boll and race bearing 368.
  • the other end of the pipe 9 has an annular support plate 9M carrying a plate 9R bolted thereto at 9L.
  • the cylinder of each of two hydraulic piston and cylinder arrangements 11A and I IB is pivotably mounted to the plate 9R by means of a respective pivot arm extending through an aperture in the plate 9M and engaging a respective hole 11A I and 11B1 in the plate 9R.
  • the piston of each of the hydraulic piston and cylinder arrangements I IA and I IB is pivotably connected to a drive bevel gear unit 35 by means of a respective pivot arm or hinqe I IA2 and 11B2 engaging a corresponding hole 35A and 35B in a respective pivot arm 35' of the drive bevel gear unit 35 (Figure IOB).
  • the drive bevel gear unit 35 is mounted on a shaft each end of which is rotatably mounted to the bearing pipe 9 by means of a bearing unit comprising a tapered roller bearing 35D mounted in a bearing housing 35D and having a bearing cover 35E.
  • the device bevel gear unit 35 may be rotated by actuation of the hydraulic piston and cylinder orronge- ments 11A and 11B as will be described below.
  • a bevel gear 35" of the drive bevel gear unit 35 meshes with a bevel gear of a driven bevel gear unit 36, the two bevel gears being disposed so as to be mutually perpendicular.
  • the driven bevel gear unit 36 is splined to a coupling shaft 11D and locked in position thereon by a locking nut 36A.
  • the coupling shaft 11D is rotatably supported in the pipe 9D hy the ball and race bearings 368, the outer races of which are fixed to the inner surface of the support pipe 9D so that the coupling shaft 11D is supported by the inner races thereof.
  • a universal coupling 11D I is connected to a flanged universal coupling plate 10B1 of the coupling shaft 11D.
  • the coupling plate 10B1 is connected to a flange end of the pipe 10 by bolts at 10C and to a radially inwardly extending flange of the flanged pipe 10A by bolts at 10D.
  • the other end of the pipe 10 extends through a flanged bearing sleeve 9A and is supported therein by means of bronze bushes 9C and 9D.
  • a shoulder 9E is provided on the pipe 10 to prevent the flanged sleeve 9A sliding down the pipe 10.
  • a further bronze bearing plate 9B for supporting the masts during operation of the apparatus is engaged between radially outwardly extendinq flanges of the sleeve 9A and a further sleeve 14.
  • the sleeve 14 is splined to the pipe 10 and locked in position by means of a locking nut 11C.
  • a mild steel plate 10E mounted to the sleeve 14 supports two plates 14 A2 and 14B2 ( Figure IOF) which plates in turn support the weight of the two masts.
  • Two further mast support plates 14A 1 and 1481 are mounted to the flanged pipe 10A as shown in Figure 10C.
  • the support means 2 is pivotably mounted to the turntable I A ( Figures I and 2) at pivot points 6A and 6C.
  • a pair of ears 6A and 6AR for receiving a pivot pin are welded to a round plate 6D.
  • the round plate 6D is rotatably mounted to a round plate 33 fixed to the bearing pipe 9.
  • the round plates 60 and 33 have opposed central recesses receiving a ring bushing 6E and a L-cross section ring plate collar 33A is bolted at 9L to the plate 33 to define a race or guide groove for the round plate 6D.
  • the bearing pipe 9 is welded to the plate 33 which may be made of steel so that the bearing plate 9 can pivot or swing about the axis of the round plate 6D.
  • Ears 6C are welded to the bearing pipe 9A for receiving a pivot pin to allow the support means to be oivotably connected to the hydraulic piston and cylinder arrangements 4 and 6 ( Figure 1).
  • a foot in the form of a hydraulic piston and cylinder arrangement or jack 37 is provided on the bearing pioe 9 to suoport the weight of the support means and mast system when the mast system is a vertical position.
  • the other end of the shaft 11D has a universal coupling 11D1 which drives the universal coupling IOBI.
  • the universal coupling 10B1 is welded to the plate 10B while the plate 10B is mounted on the most support pipe 10 by bolts at IOP.
  • the most support flange sleeve 14 is splined to the flange pipe 10, so the sleeve 14 will rotate as the pipe 10 rotates.
  • the most support tables 14A and 14A2 are disposed at an angle of 90 0 to mast support tables 14B and 1482, respectively, and all the tables ore at the same level and with the same distance from the axis of the most support pipe 10. Thus the two masts will swing or rotate as the mast support pipe 10 swings or rotates.
  • each mast unit 3 comprises a most 12 having a nose 33A, which most 12 slides on o respective guide rail 13 which is fixed to the mast support 10 by means of brackets 14 and surrounds a hydraulic piston and cylinder arrangement 15 for sliding the mast 12 along the rail 13, as shown in Figure 6.
  • the mast 12 is of rectangular cross-section, for example 24" x 20" (6lcm x 51cm), and comprises, for example, structural steel or cast material welded together into a frame.
  • the mast 12 comprises angle bars and plate steel connected by nuts and bolts and, as can be seen in Figures 4A and 4B, is provided with a pair of feed cylinder guide rails 12A.
  • the guide rail 13 may be constructed from a channel section beam and angle bars.
  • the power of the mast sliding piston and cylinder arranaement I depends on immediate requirements but the tractive force is typically about 15 tons (1.5 x 10 5 N) forwards and about 20 tons (2 x 10 5 N) backwards.
  • the internal diameter of the cylinder 15 ranges from 2" to 6" (from 5 cm to 15 cm). When the internal diameter of the cylinder 15 is 5" (13 cm) the hydraulic pressure is 2200 p.s.i. (1.5 x 10 7 N/m 2 ).
  • a travelling cradle 30 is provided on each of the masts 12 and can be moved along the respective most 12 by means of a feed hydraulic piston and cylinder arrangement 28.
  • a head 18A such as a rotary head or a percussion head is mounted on the cradle 30 of one of the two masts 12, and a drilling tool 27, including a drill rod and a drill bit, is connected to the head 18A.
  • a jet grouting tool or other tool could be connected to the head 18A.
  • a hose reel 19 for hydraulic hose is mounted on a hose reel cradle 32 which is connected to a hose reel cradle wire 31.
  • the arrangement is such that movement of the cradle 30 through a distance S is accompanied by movement of the hose reel cradle 32 through a distance S/ 2 .
  • an hydraulic clamp 16 is mounted near the nose of the mast 12 carrying the drilling tool 27 and comprises a pair of hydraulic piston and cylinder arrangements 25, 26 and a frame 20C which is fixed on the mast 12.
  • the clamp. 16 can clamp a drilling pipe, a pile or the like of between 21 ⁇ 2" and 9" (6 cm and 23 cm) external diameter.
  • a turning unit 17 is mounted between the clamp 16 and the head 18A and includes four hydraulic piston and cylinder arrangements 21, 22, 23, 24 and a U-shaped frame 20.
  • Two of the piston and cylinder arrangements 21, 22 are mounted on the frame 20 to clamp a drilling pipe, a pile or the like.
  • the other two piston and cylinder arrangements 23, 24 are mounted on a frame 20R which is fixed on the mast 12.
  • the U-shaped frame 20 is rototably supported by a bearing plate 20A and can be rotated by one piston and cylinder arrangement 23, 24 pushing and the other piston and cylinder arrangement 23, 24 pulling simultaneously on an axle CC of the U-shaped frame 20 so as to achieve either a clockwise or an anti-clockwise movement.
  • the maximum angle of the swing is limited to an angle ⁇ and the clamped pile or the like can thus be set into reciprocating motion by the two cylinders 23, 24.
  • the torque of the turning unit thot can be achieved is five tons (5 x 10 4 N).
  • the external diameter of the pile or the like which can be turned ranges from 21 ⁇ 2" to 9" (6 cm to 23 cm).
  • the clamp 16 clamps a drilling pipe or the like, the most piston and cylinder arrangement 15 generates a large pulling force to pull out the pipe from the bore. hole, and, if the pipe cannot be pulled out, the clamp 16 is loosened and the turning unit 17 is used to effect a reciprocal rotating motion. The pipe can then be loosened and pulled out.
  • This arrangement can also be used for pile drawing.
  • a pneumatic hammer 18B is mounted on the travelling cradle 30 of the other mast 12 and can be used for driving I-section beams, C-section channels, steel pipes, steel shafts, precast round or square-section concrete columns, piles and the like into the ground.
  • two or more mast units can be mounted at any desired angle on the outside of the mast support 10, so that a large number of holes can be drilled in half the time on ordinary one-mast machine takes. Productivity can therefore be increased.
  • the angle between the two mast units 3 is about 90°. This angle is preferred for this size and capacity of machine and also ensures that the most units 3 are not too close together or far apart.
  • the mast support 10 can rotate 45 0 clockwise and 45° anticlockwise, giving a maximum turning angle of 90°. The drilling position can thus be adjusted without moving the machine which also improves efficiency and productivity.
  • the support means 2 can be moved by the two hydraulic piston and cylinder arrangement 6, the lengths of which can be adjusted to achieve different angles of inclination to the ground.
  • each mast 12 to the ground can thus vary between 0° and 90°, for drilling at different angles.
  • the support means 2 is rotatable from side to side on a bearing 33, by extending one piston and cylinder arrangement 6 more than the other, 15° clockwise and 15 0 anticlockwise.
  • the machine can work in any direction and at any inclination.
  • This machine can further be used as a crone to lift weight up to 2 tons (2032 Kg), as well as for shield drilling, horizontal piling, water well drilling, dewatering, anchoring, grouting, overburden drilling and so on.
  • each cradle 30 can be used to support various tools and drive means therefor.
  • a machine which comprises a chassis carrying a turntable, an elongate lifting and/or tool carrying means and support means for the lifting ond/or tool carrying means, wherein the support means is mounted to a surface of the turntable so as to be rotatable relative to the turntable about two non-parallel axes irrespective of the orientation of the lifting and/or tool carrying means relative to the said surface, the orientation of one of the said axes of rotation being dependent on the rotation of the support means about the other of the said axes, and wherein the lifting and/or tool carrying means is rotatable with respect to the support means.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
EP86100005A 1985-09-25 1986-01-02 Machine pour enfoncer et enlever des pieux et/ou pour forer Withdrawn EP0215998A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB8523644 1985-09-25
GB08523644A GB2166780B (en) 1984-11-08 1985-09-25 A pile driver pile drawer and/or drilling machine

Publications (2)

Publication Number Publication Date
EP0215998A2 true EP0215998A2 (fr) 1987-04-01
EP0215998A3 EP0215998A3 (fr) 1988-08-10

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EP86100005A Withdrawn EP0215998A3 (fr) 1985-09-25 1986-01-02 Machine pour enfoncer et enlever des pieux et/ou pour forer

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1990012948A1 (fr) * 1989-04-25 1990-11-01 Grenville James David Thomas Affut de perforatrice mobile
EP0424779A1 (fr) * 1989-10-26 1991-05-02 CASAGRANDE SpA Dispositif autopropulsé pour forage dans les tunnels
EP0457563A2 (fr) * 1990-05-15 1991-11-21 Halliburton Company Dispositif de cimentation avec tour de forage inclinée
EP0525186A1 (fr) * 1990-04-03 1993-02-03 Kabushiki Kaisha Komatsu Seisakusho Excavateur de banc rocheux
EP1167682A1 (fr) * 2000-06-21 2002-01-02 CASAGRANDE SpA Machine à forer pour la préparation des excavations dans les tunnels
CN101963046A (zh) * 2010-09-11 2011-02-02 张宝有 顶驱滑插式折叠导轨板
IT201800001640A1 (it) * 2018-01-22 2019-07-22 Casagrande Spa Macchina perforatrice
CN112360829A (zh) * 2020-11-16 2021-02-12 中船华南船舶机械有限公司 一种割桩机的液压系统
CN112459059A (zh) * 2020-12-08 2021-03-09 上海工程机械厂有限公司 一种移动沉桩的施工方法
CN113859096A (zh) * 2021-09-07 2021-12-31 湖南双达机电有限责任公司 一种管串卡爪以及管串车

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101503946B (zh) * 2008-02-04 2011-05-18 华煤建设特殊工程技术有限公司 一种可使动力头阻尼摆动的滑架装置

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH486631A (de) * 1968-03-12 1970-02-28 Atlas Copco Ab Bohrvorrichtung mit vertikal und seitlich schwenkbarer Bohrstütze
GB1352706A (en) * 1970-12-04 1974-05-08 Coal Industry Patents Ltd Support structures for cutting tools
GB2012652A (en) * 1978-01-17 1979-08-01 Coal Ind Laterally adjustable multiple head
EP0004837A2 (fr) * 1978-04-11 1979-10-17 Atlas Copco Aktiebolag Un agencement pour affût de forage
DE2836659A1 (de) * 1978-08-22 1980-03-06 Wolfgang Dipl Ing Ebeling Kombinationsbohrvorrichtung
US4364540A (en) * 1979-03-26 1982-12-21 Etablissements Montabert S.A. Support-arm assembly for a drill or borer, particularly for subterranean applications

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH486631A (de) * 1968-03-12 1970-02-28 Atlas Copco Ab Bohrvorrichtung mit vertikal und seitlich schwenkbarer Bohrstütze
GB1352706A (en) * 1970-12-04 1974-05-08 Coal Industry Patents Ltd Support structures for cutting tools
GB2012652A (en) * 1978-01-17 1979-08-01 Coal Ind Laterally adjustable multiple head
EP0004837A2 (fr) * 1978-04-11 1979-10-17 Atlas Copco Aktiebolag Un agencement pour affût de forage
DE2836659A1 (de) * 1978-08-22 1980-03-06 Wolfgang Dipl Ing Ebeling Kombinationsbohrvorrichtung
US4364540A (en) * 1979-03-26 1982-12-21 Etablissements Montabert S.A. Support-arm assembly for a drill or borer, particularly for subterranean applications

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1990012948A1 (fr) * 1989-04-25 1990-11-01 Grenville James David Thomas Affut de perforatrice mobile
EP0424779A1 (fr) * 1989-10-26 1991-05-02 CASAGRANDE SpA Dispositif autopropulsé pour forage dans les tunnels
EP0525186A1 (fr) * 1990-04-03 1993-02-03 Kabushiki Kaisha Komatsu Seisakusho Excavateur de banc rocheux
EP0525186A4 (en) * 1990-04-03 1994-11-09 Komatsu Mfg Co Ltd Rock bed excavator
EP0457563A2 (fr) * 1990-05-15 1991-11-21 Halliburton Company Dispositif de cimentation avec tour de forage inclinée
EP0457563A3 (en) * 1990-05-15 1992-09-30 Halliburton Company Slant rig cementing apparatus
EP1167682A1 (fr) * 2000-06-21 2002-01-02 CASAGRANDE SpA Machine à forer pour la préparation des excavations dans les tunnels
CN101963046B (zh) * 2010-09-11 2015-03-18 张宝有 顶驱滑插式折叠导轨板
CN101963046A (zh) * 2010-09-11 2011-02-02 张宝有 顶驱滑插式折叠导轨板
IT201800001640A1 (it) * 2018-01-22 2019-07-22 Casagrande Spa Macchina perforatrice
EP3536892A1 (fr) * 2018-01-22 2019-09-11 Casagrande S.P.A. Foreuse
EP3951129A1 (fr) * 2018-01-22 2022-02-09 Casagrande S.P.A. Perceuse
CN112360829A (zh) * 2020-11-16 2021-02-12 中船华南船舶机械有限公司 一种割桩机的液压系统
CN112360829B (zh) * 2020-11-16 2023-03-14 中船华南船舶机械有限公司 一种割桩机的液压系统
CN112459059A (zh) * 2020-12-08 2021-03-09 上海工程机械厂有限公司 一种移动沉桩的施工方法
CN113859096A (zh) * 2021-09-07 2021-12-31 湖南双达机电有限责任公司 一种管串卡爪以及管串车
CN113859096B (zh) * 2021-09-07 2023-10-20 湖南双达机电有限责任公司 一种管串卡爪以及管串车

Also Published As

Publication number Publication date
EP0215998A3 (fr) 1988-08-10

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