EP1978204A1 - Appareil de forage - Google Patents

Appareil de forage Download PDF

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Publication number
EP1978204A1
EP1978204A1 EP07007186A EP07007186A EP1978204A1 EP 1978204 A1 EP1978204 A1 EP 1978204A1 EP 07007186 A EP07007186 A EP 07007186A EP 07007186 A EP07007186 A EP 07007186A EP 1978204 A1 EP1978204 A1 EP 1978204A1
Authority
EP
European Patent Office
Prior art keywords
discharge line
auger
length
earth boring
cuttings
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.)
Granted
Application number
EP07007186A
Other languages
German (de)
English (en)
Other versions
EP1978204B1 (fr
Inventor
Karl Johannes Dipl.-Ing. Krollmann (FH)
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.)
Bauer Maschinen GmbH
Original Assignee
Bauer Maschinen GmbH
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 to ES07007186T priority Critical patent/ES2327281T3/es
Application filed by Bauer Maschinen GmbH filed Critical Bauer Maschinen GmbH
Priority to DE502007000896T priority patent/DE502007000896D1/de
Priority to AT07007186T priority patent/ATE434113T1/de
Priority to EP07007186A priority patent/EP1978204B1/fr
Priority to PT07007186T priority patent/PT1978204E/pt
Priority to US12/078,401 priority patent/US7775300B2/en
Priority to KR1020080029727A priority patent/KR101000659B1/ko
Priority to RU2008111919/03A priority patent/RU2380511C2/ru
Priority to JP2008098879A priority patent/JP4705127B2/ja
Publication of EP1978204A1 publication Critical patent/EP1978204A1/fr
Application granted granted Critical
Publication of EP1978204B1 publication Critical patent/EP1978204B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E21B7/003—Drilling with mechanical conveying means
    • E21B7/005—Drilling with mechanical conveying means with helical conveying means
    • E21B7/006—Drilling with mechanical conveying means with helical conveying means combined with a bucket-type container
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/16—Machines for digging other holes in the soil
    • E02F5/20—Machines for digging other holes in the soil for vertical holes
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F7/00—Equipment for conveying or separating excavated material
    • E02F7/06—Delivery chutes or screening plants or mixing plants mounted on dredgers or excavators
    • 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
    • E21B12/00—Accessories for drilling tools
    • E21B12/06—Mechanical cleaning devices
    • 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
    • E21B21/01—Arrangements for handling drilling fluids or cuttings outside the borehole, e.g. mud boxes

Definitions

  • the invention relates to an auger device according to the preamble of claim 1.
  • Such an auger is formed with a auger, a cladding tube surrounding the auger, a rotary drive for rotationally driving at least the auger about a drilling axis, an ejector for discharging cuttings from the auger wherein the ejection device has a discharge line for the cuttings, and a mast element, along which the auger with the ejection device is displaceable.
  • a device for cased Erdbohren is for example from the JP 60-238516 A known.
  • this known drill an ejection opening is provided at the upper end of the cladding tube below the Bohrcardantriebes through which the subsidized by the auger cuttings can escape. From the discharge opening the cuttings fall along the casing tube next to the drill pipe to the ground. Since the Bohrgutaussch takes place at the level of the rotary drive, in particular at the beginning of the bore, when the rotary drive is still far from the ground, given a large drop height. It may therefore be necessary special security measures to avoid accidents caused by falling cuttings. In addition, the largely uncontrolled Bohrgutaussch at the height of the rotary gear can bring a significant pollution of the site with it.
  • a generic Erdbohr réelle is from the JP 06-257363 A known.
  • a flexible discharge bag is provided at the discharge opening, which forms a discharge line for the cuttings and leads the cuttings when falling. An undirected flying around ejected cuttings is thus prevented, so that the risk of accidents is reduced and pollution of the construction site is counteracted.
  • the from the JP 06-257363 known laxative bag is designed so that it extends to just above the ground with completely drawn drilling tool. This is accompanied by a comparatively long length, so that the fabric bag can move in the wind undesirably and get caught on the device. In addition, especially with larger drilling depths, clogging of the bag may occur, especially if the cuttings are moist and settle on the bag.
  • the object of the invention is to provide a Erdbohr réelle, in which a particularly safe, clean and reliable Bohrgutabschreib is given.
  • the earth boring device according to the invention is characterized in that a device for changing the length of the discharge line is provided.
  • a basic idea of the invention can be seen in providing the discharge line for the ejected cuttings variable in length. This makes it possible to adjust the length of the discharge line to the current drilling depth, that is, the discharge line when drilling down, so if the ejector is lowered with the auger and / or the cladding tube to the ground, to shorten, and to extend the discharge line when pulling again. In this way it can be ensured that the end discharge opening of the discharge line is always arranged a little above the ground, so that it is prevented that the discharge line rests on the ground during downwards drilling. In this way, a continuous Bohrgutabhne be guaranteed from the discharge line even at large drilling depths, which in turn is counteracted clogging of the discharge line.
  • the change in the length of the discharge line is suitably accompanied by a change in the dimensions of the discharge line along the drilling axis, that is to say along the mast element.
  • the susceptibility to wind is reduced according to the invention, since temporarily unused AbDOMtechnischs Kunststoffe can be retracted while reducing the wind load.
  • the discharge line can be designed, for example, as a slide open on one side.
  • the discharge line is designed as a discharge pipe.
  • a change in length of the discharge line can be effected, for example, that additional elements are attached to this or removed from it. If a flexible discharge line, for example a fabric tube, is used, the line could be shortened, for example by rolling up or shirring. It is particularly advantageous, however, that the discharge line is telescopic. In a telescopic design of the discharge line, a change in length of the line can be carried out in a particularly simple and reliable manner. A telescopic design of the discharge line is particularly advantageous if the discharge line to reduce the susceptibility to wind is to be performed rigidly.
  • the discharge line has a multiplicity of pipe elements which can preferably be inserted into one another for shortening the discharge line.
  • a telescopic function can be realized in a particularly simple manner.
  • the tube elements taper towards an end region.
  • the telescoping retraction of adjacent pipe elements into each other is ensured in this case by the taper of the pipe elements.
  • the tapers suitably run in such a way that the diameter of the tube elements decreases with increasing distance from the rotary drive, that is usually towards the ground.
  • the elements may optionally be referred to as a funnel due to their shape, in which case the entire discharge line can be referred to as a funnel chain.
  • the tapers are suitably conical tapers. Except by tapers in the tubular elements can be a telescopic Leakage also be given by the fact that pipe elements of different cross-section are used.
  • a further particularly preferred embodiment of the invention is that the means for changing the length of the discharge line has at least one pull rope and that the means for changing the length of the discharge line further preferably comprises at least one winch means for changing the free length of the pull rope.
  • a structurally particularly simple mechanism for changing the length of the discharge line is given by the fact that the pull rope is attached to at least one of the tube elements.
  • the pull rope is attached to an end pipe element, that is, in particular to a pipe element, which is farthest from the rotary drive and / or arranged closest to the ground.
  • the discharge line can be telescoped over its entire length, wherein when shortening first arranged in the end region of the discharge pipe elements, that is, the lower, near-bottom pipe elements are retracted into each other and these gradually take the overlying pipe elements.
  • the remaining pipe elements are each guided longitudinally displaceable on the traction cable.
  • the tube elements suitably guide openings through which the pull rope is performed, so that the tube elements along the pull rope are freely displaced.
  • the pull rope is used not only for holding a tubular element but also for lateral stabilization of the remaining, arranged above tubular elements.
  • the pull rope runs through guides on the tube elements, the pull rope below each of these guides each having a driver in the form of a cable support. In this way it can be provided that the distances between the individual pipe elements are shorter when the free length of the traction cable decreases and move the individual pipe elements into each other.
  • stop elements can be provided on the tube elements, which limit an axial relative movement of the individual tube elements relative to each other.
  • stop elements may be provided on the upper side of the tubular elements, a radially projecting stop element, which comes into contact with a radially inwardly projecting stop element of the overlying tube element upon reaching a maximum Ausziehweges.
  • adjacent pipe elements are each connected to each other with at least one tether.
  • the tether is attached at the opposite ends or at the upper end of the adjacent tubular elements.
  • adjacent pipe elements are connected to each other with three tethers, which are distributed equidistantly on the circumference of the pipe elements.
  • the ejection device has a collecting container, which preferably surrounds the auger.
  • the collecting container which may be formed in particular cylindrical, is expediently to receive cuttings from the auger and deliver it to the discharge line.
  • the sump is at the top, that is arranged at the end remote from the ground end of the cladding tube and / or underside on the rotary drive.
  • an ejection channel for supplying cuttings into the discharge line is provided on the collecting container.
  • the ejection channel preferably points away from the collecting container.
  • the ejection channel expediently ends above the uppermost tubular element of the discharge line, so that cuttings can be poured into the discharge line in a simple manner.
  • the cladding tube and the auger are provided rotatable relative to the collecting container.
  • at least one through-hole is suitably provided in the cladding tube at the level of the sump.
  • the collecting container can have a closure device with which a passage for cuttings from the collecting container to the discharge channel and / or to the discharge line can be selectively blocked.
  • a lifting device is provided, with which the discharge line, in particular together with the winch device, relative to the rotary drive and / or the ejection device, for example, in the direction of the drilling axis is movable.
  • the lifting device makes it possible to raise the discharge line in deeply drilled drill pipe in their entirety and thus prevent placement.
  • the discharge line can be moved upwards and / or possibly also radially and / or in the circumferential direction, so that the cuttings no longer get out of the collecting container into the discharge line.
  • the lifting device suitably has a crane device with which the discharge line can be raised and / or pivoted together with the winching device.
  • this crane device is attached to the collecting container, in particular below the rotary drive.
  • a control is provided which is adapted to adjust the length of the discharge line in dependence on the position of a feed drive for the auger and / or the ejection device.
  • the length of the discharge line and thus its dimension in the drilling direction is automatically adapted to the feed of the drill string and thus the position of the collecting container above the ground, so that a resting of the discharge line is counteracted automatically on the ground.
  • the discharge line suitably extends at least approximately parallel to the drilling direction, that is, at least approximately along the mast element.
  • the rotary drive is a double-head rotary drive with which both the auger and the cladding tube, preferably independently of each other, are rotatable.
  • the rotary drive suitably has two separate drive units.
  • the collecting container is suitably arranged below the lower drive unit, which is provided for driving the cladding tube.
  • the invention also relates to a method for creating a hole in the ground with an earth boring device according to the invention, in which the auger is rotated about the drilling axis by means of the rotary drive and is moved together with the ejector in the direction of the drilling axis in the ground, wherein the length of the discharge line in Direction of the drilling axis is adjusted.
  • FIGS. 1 to 4 show an embodiment of a Erdbohrauss invention in different operating conditions.
  • Fig. 1 shows, the Erdbohr réelle designed as a crawler undercarriage 2 on which an at least approximately vertically extending mast element 3 is arranged.
  • a rotary drive 20 is arranged longitudinally displaceable.
  • the rotary drive 20 is designed as a double-head drive. It has a first drive unit 24 for rotationally driving a drilling screw 4 and a second drive unit 25 for rotationally driving a cladding tube 5, wherein the cladding tube 5 surrounds the auger 4.
  • the rotation of auger 4 and cladding tube 5 takes place in each case about the drilling axis. 1
  • mast element 3 designed as a winch drive feed drive 41 is provided, which is connected via a cable pull mechanism with the rotary drive 20.
  • the rotary drive 20 together with the auger 4 arranged thereon and the cladding tube 5 arranged thereon can be displaced along the mast element 3, that is to say in the direction of the drilling axis 1, so that the auger 4 and the cladding tube 5 penetrate into the ground 8 can penetrate.
  • soil material is processed by the auger, which of the auger 4 in the interior of the cladding tube 5 for rotary drive 20 is promoted upwards.
  • an ejector 10 is provided for discharging the processed soil material from the auger 4.
  • the ejection device 10 has a collecting container 30.
  • This cylindrically shaped collecting container 30 is arranged below the lower, second drive unit 25 of the rotary drive 20 on the rotary drive 20.
  • the collecting container 30 surrounds the cladding tube 5 and the auger 4 arranged therein. It serves to receive cuttings, which are conveyed upwards in the direction of the drilling axis 1 during drilling operation by the auger 4 inside the cladding tube 5.
  • the drill cuttings are discharged through openings in the jacket tube 5 from the drilling screw 4 into the collecting container 30.
  • a radially towards the ground extending ejection groove 33 is arranged on the collecting container 30, by means of which cuttings can be removed by gravity from the collecting container 30.
  • a flap 31 is provided at the ejection groove 33, which can be actuated by means of a drive 32 designed as a hydraulic cylinder. By means of this flap 31, the collecting container 30 can be closed and thus a Bohrgut lacking be prevented via the ejection channel 33.
  • the ejector 10 for the cuttings also has a discharge line 11.
  • the discharge line 11 runs along the mast element 3 in the direction of the drilling axis 1 and by a plurality of tubular elements 14, 14 ', 14 "formed to 14 n.
  • the tube elements 14, 14', 14" ... 14 n all have substantially the same dimensions and are conical with a taper to the ground 8 formed out.
  • the conical design makes it possible, the tubular elements 14, 14 ', 14 "to 14 n , as in particular in Fig. 3 shown to telescope into one another and thus shorten the length L of the discharge line 11.
  • the ejector 10 a pull rope 18 for length adjustment of the discharge line 11.
  • This pull cable 18 is fixedly connected at one end by means of a holding device 17 to the lowermost pipe element 14, that is to say to the pipe element 14 farthest from the collecting container 30. From there, the traction cable 18 runs parallel to the drilling axis 1 upwards.
  • the pipe elements 14 'to 14 n arranged above the lowermost pipe element 14 are thereby moved by the traction cable 18 into guide recesses 16 (cf. Fig. 3 ), so that these remaining tube elements 14 'to 14 n are laterally stabilized by the pull cable 18.
  • a winch device 19 For actuating the pull cable 18, a winch device 19 is provided. As in particular in Fig. 3 is shown, this winching device 19 has a first winch 59 for the traction cable 18. Furthermore, a second winch 59 'is provided. With this second winch 59 ', a pull rope 18 opposite second pull cable is actuated, which is hidden in the figures and therefore not visible. This second traction cable has an analogue course and an analogous attachment to the first traction cable 18. The two tension cables thus thread the tubular elements 14, 14 ', 14 "to 14 n into a chain.
  • Fig. 3 Furthermore, the two winches 59, 59 'are arranged on a cross member 52 of a carrier device 53. In turn, the uppermost tubular element 14 n is fastened to this carrier device 53.
  • the winching device 19 allows a targeted change in length of the discharge line 11. If the first traction cable 18 and the second traction cable, not shown, are drummed by means of the winching device 19, these traction cables lift the lowermost pipe element 14. On its way up, the lowermost tubular element 14 successively takes the remaining tubular elements 14 ', 14 ", etc. along until the evacuation duct 11 finally, as in FIG Fig. 3 shown, fully retracted.
  • a controller 40 is provided which the length L of the discharge line 11 in dependence on the position of the feed drive 41 and thus the position of the auger 4 and the cladding tube 5 along the drilling axis 1 sets.
  • the ejector 10 further comprises a lifting device 35 designed as a crane.
  • This lifting device 35 is arranged on a frame 26 which is arranged between the rotary drive 20 and the collecting container 30, wherein the frame 26 with the collecting container 30 rotatably and axially fixed and is traversed by the auger 4 and the cladding tube 5.
  • the lifting device 35 can, however, in principle also be arranged on the lower drive unit 25 and / or on the collecting container 30.
  • the lifting device 35 has two pivotally interconnected lever elements 64 and 65.
  • the first lever element 64 is arranged on the frame 26.
  • the discharge line 11 is suspended via the cross member 52 of the carrier device 53.
  • the lifting device 35 has a drive 66 designed as a hydraulic cylinder, with which the second lever element 65 can pivot relative to the first lever element 64.
  • it allows the lifting device 35, the discharge line 11 from the in Fig. 3 shown position below the ejection groove 33 in the in Fig. 4 Spent shown position in which the discharge line 11 is raised relative to the discharge channel 33 and radially spaced, so that cuttings from the discharge channel 33 can fall directly to the ground.
  • the controller 40 When retracting the auger 4 with the cladding tube 5 in the ground and the collection container 30 and the discharge line 11, which are attached to the upper side of the cladding tube 5, lowered. To prevent the discharge line 11 when lowering on the Soils 8 rises, the length L of the discharge line 11 is shortened by means of the controller 40 with increasing depth. For this purpose, the controller 40 actuates the winching device 19, which in turn causes the tubular elements 14, 14 ', 14 "to 14 n to be lifted starting from below via the traction cable 18.
  • top-side arrangement can be understood to mean an arrangement facing away from the bottom.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mechanical Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Earth Drilling (AREA)
EP07007186A 2007-04-05 2007-04-05 Appareil de forage Active EP1978204B1 (fr)

Priority Applications (9)

Application Number Priority Date Filing Date Title
DE502007000896T DE502007000896D1 (de) 2007-04-05 2007-04-05 Erdbohrgerät
AT07007186T ATE434113T1 (de) 2007-04-05 2007-04-05 Erdbohrgerät
EP07007186A EP1978204B1 (fr) 2007-04-05 2007-04-05 Appareil de forage
PT07007186T PT1978204E (pt) 2007-04-05 2007-04-05 Dispositivo de perfuração do solo
ES07007186T ES2327281T3 (es) 2007-04-05 2007-04-05 Aparato perforador.
KR1020080029727A KR101000659B1 (ko) 2007-04-05 2008-03-31 굴착기
US12/078,401 US7775300B2 (en) 2007-04-05 2008-03-31 Earth drilling device
RU2008111919/03A RU2380511C2 (ru) 2007-04-05 2008-03-31 Агрегат для бурения грунта
JP2008098879A JP4705127B2 (ja) 2007-04-05 2008-04-07 アースオーガ装置

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP07007186A EP1978204B1 (fr) 2007-04-05 2007-04-05 Appareil de forage

Publications (2)

Publication Number Publication Date
EP1978204A1 true EP1978204A1 (fr) 2008-10-08
EP1978204B1 EP1978204B1 (fr) 2009-06-17

Family

ID=38328331

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07007186A Active EP1978204B1 (fr) 2007-04-05 2007-04-05 Appareil de forage

Country Status (9)

Country Link
US (1) US7775300B2 (fr)
EP (1) EP1978204B1 (fr)
JP (1) JP4705127B2 (fr)
KR (1) KR101000659B1 (fr)
AT (1) ATE434113T1 (fr)
DE (1) DE502007000896D1 (fr)
ES (1) ES2327281T3 (fr)
PT (1) PT1978204E (fr)
RU (1) RU2380511C2 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITTO20091021A1 (it) * 2009-12-22 2011-06-23 Soilmec Spa Sistema di movimentazione di attrezzature di perforazione del terreno.
EP2378001A1 (fr) * 2010-04-16 2011-10-19 BAUER Maschinen GmbH Dispositif de traitement de sol
EP2532826A1 (fr) * 2011-06-09 2012-12-12 BAUER Maschinen GmbH Appareil pour travaux de construction et procédé de montage d'un mât

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8171808B2 (en) * 2008-05-02 2012-05-08 Johnson Industries, Inc. Material sampling device with rotatable tube assembly
JP5187580B2 (ja) * 2008-12-26 2013-04-24 丸紅建材リース株式会社 掘削機の泥土飛散防止装置
EP3255239A1 (fr) * 2010-04-16 2017-12-13 BAUER Maschinen GmbH Engin doté d'une unité de calcul pour déterminer une zone de réglage
ITTV20120205A1 (it) * 2012-10-31 2014-05-01 Renzo Porcellato Macchina da palificazione
CN106150387B (zh) * 2016-08-25 2020-02-14 天津立林石油机械有限公司 螺杆钻具用铰接传动轴总成
CN106351596A (zh) * 2016-08-31 2017-01-25 广西徐沃工程机械设备有限公司 一种钻机用捕尘装置
EP3663503B1 (fr) 2018-12-05 2021-01-06 ABI Anlagentechnik-Baumaschinen-Industriebedarf Maschinenfabrik und Vertriebsgesellschaft mbH Appareil de forage du sol

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JPS57218A (en) * 1980-05-30 1982-01-05 Tenotsukusu:Kk Soil discharger in internal excavation and penetration work for pile
JPH06257363A (ja) * 1993-03-09 1994-09-13 Hitachi Constr Mach Co Ltd 穿孔装置
JPH11200749A (ja) * 1998-01-14 1999-07-27 Kinki Ishiko Kk 基礎工事用機械における排土装置
DE20101657U1 (de) * 2001-01-30 2001-04-19 Delmag Gmbh & Co Kg Bohrgerät

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JP3069315B2 (ja) 1997-10-06 2000-07-24 文男 星 リーダレスオーガの作業方法及び装置
KR20040095497A (ko) 2003-05-09 2004-11-15 주식회사 성호건설 지하 천공기용 흙 비산 방지장치
KR100548649B1 (ko) 2003-12-05 2006-02-02 이창균 크레인 천공기의 오거스크루 커버

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57218A (en) * 1980-05-30 1982-01-05 Tenotsukusu:Kk Soil discharger in internal excavation and penetration work for pile
JPH06257363A (ja) * 1993-03-09 1994-09-13 Hitachi Constr Mach Co Ltd 穿孔装置
JPH11200749A (ja) * 1998-01-14 1999-07-27 Kinki Ishiko Kk 基礎工事用機械における排土装置
DE20101657U1 (de) * 2001-01-30 2001-04-19 Delmag Gmbh & Co Kg Bohrgerät

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITTO20091021A1 (it) * 2009-12-22 2011-06-23 Soilmec Spa Sistema di movimentazione di attrezzature di perforazione del terreno.
EP2339108A1 (fr) * 2009-12-22 2011-06-29 Soilmec S.p.A. Système de gestion des équipements pour la forage du sol
US8646546B2 (en) 2009-12-22 2014-02-11 Soilmec S.P.A. System for handling equipments for the drilling of the ground
EP2378001A1 (fr) * 2010-04-16 2011-10-19 BAUER Maschinen GmbH Dispositif de traitement de sol
US8567519B2 (en) 2010-04-16 2013-10-29 Bauer Maschinen Gmbh Ground working device
EP2532826A1 (fr) * 2011-06-09 2012-12-12 BAUER Maschinen GmbH Appareil pour travaux de construction et procédé de montage d'un mât
US9140066B2 (en) 2011-06-09 2015-09-22 Bauer Maschinen Gmbh Construction work unit and method for erecting a mast
EP3214258A1 (fr) * 2011-06-09 2017-09-06 BAUER Maschinen GmbH Appareil pour travaux de construction et procédé de montage d'un mât

Also Published As

Publication number Publication date
DE502007000896D1 (de) 2009-07-30
JP4705127B2 (ja) 2011-06-22
ATE434113T1 (de) 2009-07-15
PT1978204E (pt) 2009-06-26
EP1978204B1 (fr) 2009-06-17
JP2008255778A (ja) 2008-10-23
RU2008111919A (ru) 2009-10-10
KR101000659B1 (ko) 2010-12-10
RU2380511C2 (ru) 2010-01-27
US7775300B2 (en) 2010-08-17
KR20080090982A (ko) 2008-10-09
ES2327281T3 (es) 2009-10-27
US20080245571A1 (en) 2008-10-09

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