EP2407629B1 - Dispositif de forage et procédé de forage - Google Patents

Dispositif de forage et procédé de forage Download PDF

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Publication number
EP2407629B1
EP2407629B1 EP10007405A EP10007405A EP2407629B1 EP 2407629 B1 EP2407629 B1 EP 2407629B1 EP 10007405 A EP10007405 A EP 10007405A EP 10007405 A EP10007405 A EP 10007405A EP 2407629 B1 EP2407629 B1 EP 2407629B1
Authority
EP
European Patent Office
Prior art keywords
drilling
unloading
emptying station
casing tube
drill
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.)
Active
Application number
EP10007405A
Other languages
German (de)
English (en)
Other versions
EP2407629A1 (fr
Inventor
Stefan Michael Finkenzeller
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
Application filed by Bauer Maschinen GmbH filed Critical Bauer Maschinen GmbH
Priority to DK10007405.3T priority Critical patent/DK2407629T3/da
Priority to EP10007405A priority patent/EP2407629B1/fr
Priority to US13/109,396 priority patent/US8839882B2/en
Priority to AU2011202383A priority patent/AU2011202383B2/en
Priority to KR1020110054903A priority patent/KR101419512B1/ko
Priority to JP2011155500A priority patent/JP5265738B2/ja
Priority to CN201110198348.2A priority patent/CN102337795B/zh
Priority to BRPI1103420-3A2A priority patent/BRPI1103420A2/pt
Publication of EP2407629A1 publication Critical patent/EP2407629A1/fr
Application granted granted Critical
Publication of EP2407629B1 publication Critical patent/EP2407629B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/385Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with removal of the outer mould-pipes
    • 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

Definitions

  • the invention relates to a drilling apparatus with a drill for drilling within a casing pipe, wherein the drill has a support frame with a fixing device for fixing against the casing pipe and a drilling tool which is driven in rotation via a telescopic linkage by means of a drill drive, which is arranged on the support frame.
  • the invention further relates to a drilling method for creating a bore within a casing tube, wherein a support frame of a drilling device is fixed relative to the casing tube and a drilling tool is rotationally driven by means of a support frame arranged on a drill string telescoping linkage, whereby soil removed as cuttings within the casing tube and in the Drilling tool is added.
  • Such a drilling device and such a drilling method are known from EP 1 154 078 B1 or DE 101 55 105 C1 , which is considered to be the closest state of the art technology.
  • a jacket pipe is first pressed or screwed by means of a known insertion device.
  • a drill with a support frame via a crane device is used to remove the soil material within the casing tube.
  • the support frame is clamped at the upper end of the jacket tube.
  • a box drill is used, which is discharged by means of the crane device via a telescopic KellygestShe.
  • the drilling tool of the drill is rotationally driven by the Kelly linkage by a drill drive which is located on the clamped support frame.
  • the drilling tool is raised again via the crane device. Subsequently, the support frame is released from the jacket tube and the drill is pivoted overall laterally to the jacket tube. In this position, the box drill is emptied.
  • the drill is then placed back onto the casing tube, clamped the support frame and drained the drill again.
  • the drill rig When the drilling operation is completed, the drill rig is completely removed by means of the crane device, and the resulting cavity within the casing tube can be filled, for example, by introducing a steel reinforcing cage and a concrete mass to form a foundation pile.
  • This drilling process is overall very economical, since the drill can be moved to the completion of drilling on the crane device to another jacket tube, so that immediately after the next hole can be started. Since the drill can be moved quickly and efficiently via a cable suspension on a crane device, so to speak, a "flying drill" is created.
  • the invention has for its object to provide a drilling apparatus and a drilling method, with which an efficient creation of a hole in a casing pipe is possible even under adverse weather conditions.
  • the drilling apparatus is characterized in that an emptying station is provided for attachment to the upper end of the casing tube, wherein the support frame of the drilling device can be fastened to the emptying station, that the emptying station for emptying the drilling tool of cuttings has an unloading device which is adjustable for receiving the cuttings is, and that the unloading device is designed for conveying the cuttings from the emptying station.
  • a basic idea of the invention lies in the fact that the drilling device no longer has to be detached from the jacket tube during the creation of the bore, that is to say, for example, for emptying the drilling tool or when carrying out measuring or maintenance operations.
  • the drill is therefore connected to an attached to the upper end of the jacket tube discharge station.
  • the emptying station can be connected via a releasable attachment mechanism with the jacket tube.
  • the drill is axially movable to the jacket tube in the emptying station in a holding position. In this position, the drilling tool can be emptied via an unloading device integrated in the emptying station, wherein the unloading device is brought into a position for discharging the cuttings.
  • drilling tools can be used on the drill.
  • Particularly advantageous according to the invention are discontinuous drilling tools, including augers count, which screw into the ground.
  • the drilling tool is designed as a box drill with a bottom which can be opened to empty the box drill.
  • the unloading device has an actuating member, by which during the adjustment of the unloading device in and / or the bottom of the box drill is opened or closed from the unloading position.
  • the hinged floor initially has an opening with a cutting device, so that soil material can be removed and passed through the opening in the cylindrical receiving space of the box drill.
  • a screw may be arranged as an additional conveyor.
  • the unloading device is brought into an intended for emptying position, wherein the bottom of the box drill can be opened and emptied via the actuator.
  • This can be realized, for example, that is moved by adjusting the unloading the box drill against a stop, which opens by pressing a latch mechanism, the bottom of the box drill.
  • an opened bottom of the box drill can be closed again by adjusting the unloading device from the unloading position.
  • the unloading device could have an actuating element as a ramp-shaped actuating element, which presses the unfolded bottom back into its closed position by a sliding movement, wherein the closure of the bottom is locked again.
  • the drilling tool can be released through the telescopic linkage back into the jacket tube, and the bore can be continued.
  • the unloading device has a chute, which is pivotable about a pivot axis in an inclined position.
  • the chute may be mounted laterally near the drilling axis at the emptying station so as to be below the drilling tool can be brought into an inclination and receives in this position the cuttings.
  • a further preferred embodiment of the invention results from the fact that the chute between a retreat position and the unloading position about the pivot axis is pivotable, and that the chute in the unloading position has the inclination, wherein the cuttings from the emptying station can be derived.
  • the chute may be located, for example, in a holder near the jacket tube. In this retreat position, the surface of the chute can be mounted approximately parallel to the jacket tube.
  • the drilling tool can be moved unhindered along the drilling axis in this way. As soon as the drilling tool has been moved out of the casing tube into the emptying station after a drilling step, the chute can be moved into an unloading position in which it is located in an inclined position below the drilling tool.
  • the adjustment process can for example be realized in that the chute is connected at the lower edge via a rotary joint with the emptying station and is pivoted about this hinge in an inclined position below the drilling tool.
  • a further preferred embodiment of the invention results from the fact that the emptying device has a trolley, which is movable between the unloading position and a discharge position for conveying the cuttings from the emptying station along a path.
  • the trolley could, for example, be moved by rollers along a rail between the unloading position and a discharge position, wherein the drive of the trolley can be realized in various ways.
  • the car could have its own engine to power itself. But it would also be possible other forms of drive in which the car is pulled with hoist winch and rope or moved at short distances via a hydraulic cylinder along the track.
  • the power to operate can either be derived from the drill or provided by a stand-alone power supply to the discharge station.
  • the trolley is formed with a loading surface with which the cuttings can be picked up from the drilling tool when the carriage is in the unloading position.
  • the loading area could for example be realized in the form of a dump body with which the drill cuttings can be tipped away from the discharge station as soon as the transport carriage is in the removal position.
  • the loading area of the trolley a hinged bottom over which the cuttings is dumped in Abddyposition down.
  • the dumped material could then be picked up by a disposal system located next to the emptying station. This could be, for example, a container, a truck, a conveyor, a transport ship, etc.
  • the emptying station has a coupling device for fastening to the jacket tube and a platform which can be adjusted relative to the coupling device by means of an adjusting device.
  • the coupling device is connected via suitable fastening devices, such as clamping jaws, releasably connected to the jacket tube.
  • the attached to the coupling device platform can be adjusted via the adjusting device in various ways with respect to the opening of the jacket tube.
  • the platform can be angled relative to the jacket tube.
  • the platform can still be brought into a horizontal position in the case of a bore inclined obliquely to the vertical. A lifting of the platform relative to the jacket tube would be feasible.
  • Such an adjusting device can also be seen as an independent idea of the invention without or only with a part of the aforementioned features and used on other attachment devices on jacket pipes.
  • the invention is characterized in that the support frame of the drill is attached to an emptying station, which is arranged at an upper end of the jacket tube, that is moved to unload the cuttings from the drilling tool from the casing pipe in the emptying station that a Unloading is adjusted at the discharge station in an unloading position for receiving the cuttings from the drilling tool, and that the cuttings are removed by the unloading from the discharge station.
  • a preferred method according to the invention consists in that, by moving the drilling tool, which is designed as a box drill with a hinged bottom, into the emptying station against a stop, the bottom of the box drill is opened for emptying.
  • the box drill could also have a Turn on a locking mechanism, in which the bottom of the box drill is opened to empty.
  • a further preferred embodiment of the invention is that the unloading device is arranged in the unloading position for receiving the cuttings below the drilling tool.
  • This unloading position of the unloading device has the advantage that the unloading process largely takes place by means of gravity and therefore usually no further active systems have to be used for emptying the drilling tool.
  • the unloading device has a chute, which is pivoted about a pivot axis in an inclined position in the unloading position, and that is discharged via the inclined chute cuttings from the discharge station.
  • the chute can be brought in various ways in the unloading position. It is for example possible that the chute is folded out or moved from a rest position to the unloading position or that it is rotated with respect to an axis parallel to the longitudinal side of the jacket tube in the unloading position. The conveyance of the cuttings is caused by the inclination of the chute relative to the horizontal.
  • the unloading device has a trolley, which is moved between the unloading position and a discharge position along a path that in the unloading the cuttings from the drilling tool is emptied into the trolley and that in the discharge position the cuttings is conveyed away from the trolley from the emptying station.
  • the trolley is moved over the aforementioned drive forms between the unloading position and the discharge position along the path.
  • the process of the trolley and the inclusion or the removal of the cuttings can be controlled both automatically and manually.
  • a bottom of a box drill which is used as a drilling tool, is opened or closed.
  • the locking mechanism of the bottom of the box drill could for example be activated by the chute or the loading area of the trolley is moved along the bottom of the box drill, and the soil is thereby opened or closed.
  • Another preferred method according to the invention consists in the fact that the emptying station is fastened with a coupling device on the jacket tube, and that a platform of the emptying station is adjusted by means of an adjusting device relative to the coupling device.
  • the adjusting device has the task to adjust the position of the platform with respect to the casing tube so that favorable conditions are created for the drilling process. This could be adjusted for example by one or more actuating cylinder different angles between the platform and the transverse axis of the jacket tube. Also shifts of the platform in horizontal or vertical plane could be stopped.
  • the jacket tube is introduced into the ground, in particular pressed.
  • a known pressing device can be used.
  • the emptying station is releasably secured to the casing pipe, and that then filled into the created bore in the casing pipe concrete mass and a bored pile is formed.
  • this comprises an emptying station with a coupling device for attachment to a casing tube, a receiving section for receiving and holding a drill with a drilling tool and an unloading device for emptying the drilling tool and picking up cuttings from the drilling tool, wherein the unloading device for discharging the Cuttings from the unloading station is formed.
  • This emptying station can be used in particular for the above-described drilling device and the aforementioned drilling method, so that the advantages thus described can be achieved.
  • a first unloading station 20 according to the invention Fig. 1 has a platform 30 constructed of steel profiles.
  • a coupling device 34 is arranged for releasably securing to a jacket tube 5.
  • the coupling device 34 comprises a sleeve body 40 with a lower conical enlargement, the inner diameter of which can be narrowed by means of hydraulic clamping cylinders 42. In this way, the sleeve body 40 can be frictionally applied to the outer circumference of the jacket tube 5 and connected thereto.
  • the sleeve-shaped body 40 is pivotally mounted about a horizontal axis about the platform 30 via a pivot joint 44.
  • an adjusting device 31 is formed, with which the platform 30 can be angled relative to the coupling device 34 via the pivot joint 44.
  • a frame 26 is formed by means of vertical supports, on the upper side of a sleeve-shaped receptacle 70 is arranged.
  • the sleeve-shaped receptacle 70 has approximately the diameter of the jacket tube 5, on which the unloading station 20 is to be attached.
  • the sleeve-shaped receptacle 70 is used to attach a drill, which in connection with Fig. 5 is described.
  • an unloading device 25 is provided on the platform 30.
  • this has a chute 36, which is pivotable about a pivot axis 38 by means of an actuating cylinder 39 between the illustrated retreat position and an unloading position.
  • a stop 37 is further arranged, which serves for actuating the drill. Furthermore, a crane suspension 12 is arranged, so that the unloading station 20 can be transported by means of a crane to and from the jacket tube 5.
  • a jacket tube 5 which can also be called support or drill pipe, driven in a known manner by vibrators, ramming or pressing in a soft ground.
  • the jacket tube 5 is introduced into a body of water with a helix angle to the vertical.
  • a crane 1 which is arranged for working on water on a pontoon 2, the unloading station 20 according to Fig. 1 transported to the top of the jacket tube 5 (step 1.).
  • the coupling device 34 with an enlarged diameter is placed in accordance with the step 2.
  • the adjusting device 31 is adjusted so that the platform 30 of the emptying station 20 occupies a horizontal position, while the sleeve body 40 coaxial with the longitudinal axis of the jacket tube. 5 is arranged.
  • a drill 100 with a box drill as a drilling tool 140 is inserted into the cylindrical receptacle 70.
  • the drill 100 will be described below in connection with Fig. 5 explained in more detail.
  • step 4 the drill 100 is clamped over its support frame 110 at the upper edge of the cylindrical receptacle 70, so that now via the discharge station 20 with the coupling device 34 is a fixed connection with the jacket tube 5.
  • step 5 the adjusting device 31 is adjusted such that the drill 100 is brought from its vertical position to an inclined position in which the axis of the drill 100 is arranged coaxially with the longitudinal axis of the jacket tube 5.
  • the unloading device 25 is in an illustrated retreat position, which allows a free passage of the drilling tool 140 of the drill 100 through the unloading station 20 into the interior of the casing tube 5 for removing soil material.
  • step 6 the deepest and therefore last drilling step is already shown at the lower end of the jacket tube 5.
  • the telescopic Kelly rod 7 is retracted again via the crane 1 until the drilling tool 140 is arranged in a desired holding position in the emptying station 20 in accordance with step 7.
  • a chute 36 of the unloading station 26 can now be pivoted into an unloading position in accordance with step 7.
  • drill cuttings can now be removed from the drilling tool 140. This cuttings is discharged via the inclined chute 36 directly under gravity to the outside of the unloading station 20 to a discharge device 50.
  • the discharge device 50 can be a transport ship.
  • the drilling tool 140 By rotating the drilling tool 140, the drilling tool 140 can be closed again with the assistance of a stop 37 and by the withdrawal movement of the chute 36, as in step 8. of Fig. 2 is shown. Subsequently, the drilling tool 140 could be drained back into the casing tube 5 for performing a further drilling step.
  • the drilling tool 140 is withdrawn again and the drilling apparatus 10 with the unloading station 20 and the drill 100 can be removed from the jacket tube 5.
  • the cavity of the jacket tube 5 can then be filled with reinforcing steel and concrete mass to form a bored pile.
  • the jacket tube 5 When filling the jacket tube 5 can be pulled and optionally reused. Alternatively, the jacket tube 5 also remain in the ground, so that a bored pile is formed with sheath.
  • a second unloading station 20 ' is shown.
  • This also has a platform 30 with a coupling device 34, as in connection with the unloading station 20 of Fig. 1 was explained.
  • a frame 26 is provided with a cylindrical receptacle 70 for attachment of a drill.
  • sleeve-shaped receptacle 70 of the unloading station 20 'of Fig. 3 pivotally mounted about an axis 72 on the frame 26.
  • the pivoting of the sleeve-shaped receptacle 70 takes place via two lateral pivoting cylinders 74, so that the pivoting of the receptacle 70, the pivoting of the adjusting device 31 for aligning the unloading station 20 is improved with respect to a possibly inclined casing pipe.
  • a modified unloading device 25 is provided.
  • the unloading device 25 includes a trolley 28 which is movable along a rail 29 formed by rails on the platform 30 between the unloading position shown and an outward discharge position.
  • the trolley 28 has for this purpose on its underside rollers 33.
  • the receiving area of the trolley 28 is designed as a chute 36, which can be actuated by means of an adjusting cylinder 35.
  • FIG. 4 shows similar Fig. 2 a further drilling method according to the invention in eight steps with the discharge station 20 'of Fig. 3 ,
  • the emptying station 20 ' according to the drilling after Fig. 2 attached to the jacket tube 5. Subsequently, the drill 100 is coupled to the cylindrical receptacle 70. Furthermore, the trolley 28 is moved to an external retreat position according to step 3.
  • the vertically directed cylindrical receptacle 70 is angled and aligned by operating the pivot cylinder 74 coaxially with the axis of the jacket tube 5, as step 4. can be seen. Subsequently, in several drilling steps, the drilling tool 140 of the drill 100 can be sunk according to the maximum length L of the Kelly bar 7, as shown in step 5.
  • step 6 after each drilling step with filling of the drilling tool 140, this is moved back into the emptying station 20 '. Subsequently, the trolley 28 is moved to the unloading position below the drilling tool 140, wherein simultaneously or subsequently the drilling tool 140 is opened and the cuttings are unloaded from the drilling tool 140 in the trolley 28. With simultaneous closing of a hinged bottom of the drilling tool 140 by an actuator 22 on the trolley 28 according to step 7. The trolley 28 is moved into a discharge position outside the discharge station 20 '. In this discharge position then a chute 36 of Ab responsiblewagens 28 is tilted so that the cuttings from the chute 36 is removed. Subsequently, a further drilling step with the drilling tool 140 can be carried out in accordance with the operating step 8.
  • FIG Fig. 5 A preferred drill 100 is shown in FIG Fig. 5 shown.
  • the drill 100 has a support frame 110 which is provided at its lower end with transverse struts 117.
  • attachment brackets 111 are arranged on the one hand, with which the drill 100 can be placed on an upper edge of the sleeve-shaped receptacle 70 of the unloading station 20.
  • one or more attachment devices 114 are provided which have hydraulically actuable collets. With these collets, the support frame 110 can be rotatably attached to the receptacle 70.
  • a drill drive 116 for rotationally driving the drilling tool 160 via a telescopic linkage 130 is arranged on the support frame 110.
  • the support frame 110 is formed in two parts with a support frame base 115 and an overlying support frame top 113.
  • the support frame upper part 113 which is axially adjustable by means of hydraulic cylinders 112 with hydraulic cylinder pistons 112a relative to the support frame lower part 115, the drill drive 116 is fixed.
  • the drill 100 can be pulled out of the receptacle 70 upwards and then placed on a receptacle of another emptying station to create a further hole.

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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)
  • Structural Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Physics & Mathematics (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Earth Drilling (AREA)
  • Drilling And Boring (AREA)

Claims (15)

  1. Dispositif de forage avec un appareil de forage (100) pour réaliser un forage à l'intérieur d'un tube d'enveloppe (5), l'appareil de forage (100) comprenant un châssis porteur (110) avec un dispositif de fixation (114) pour une fixation par rapport au tube d'enveloppe (5) ainsi qu'un outil de forage (140) qui est entraîné en rotation par l'intermédiaire d'une ligne télescopique (130) au moyen d'un entraînement de forage (116), lequel est placé sur le châssis porteur (110),
    caractérisé
    - en ce qu' un poste d'évacuation (20) est prévu pour être rapporté à l'extrémité supérieure du tube d'enveloppe (5), le châssis porteur (110) de l'appareil de forage (100) pouvant être fixé sur le poste d'évacuation (20),
    - en ce que le poste d'évacuation (20) comprend, pour vider l'outil de forage (140) des débris de forage, un dispositif de déchargement (25) qui est mobile pour recevoir les débris de forage, et
    - en ce que le dispositif de déchargement (25) est conformé pour évacuer les débris de forage depuis le poste d'évacuation (20).
  2. Dispositif de forage selon la revendication 1, caractérisé en ce que
    l'outil de forage (140) est conformé en foreuse à caisson avec un fond (142) qui peut être ouvert pour vider la foreuse à caisson.
  3. Dispositif de forage selon la revendication 1, caractérisé en ce que
    le dispositif de déchargement (25) comprend un organe de manoeuvre (22) grâce auquel, lors du déplacement du dispositif de déchargement (25) dans et/ou depuis la position de déchargement, le fond (142) de la foreuse à caisson peut être ouvert ou fermé.
  4. Dispositif de forage selon l'une quelconque des revendications 1 à 3, car caractérisé en ce que
    le dispositif de déchargement (25) comprend une goulotte (36) qui peut pivoter autour d'un axe de pivotement (38) jusqu'à une position inclinée.
  5. Dispositif de forage selon la revendication 4,
    caractérisé
    - en ce que la goulotte (36) peut pivoter entre une position de retrait et la position de déchargement autour de l'axe de pivotement (38), et
    - en ce que la goulotte (36) présente, dans la position de déchargement, la position inclinée dans laquelle les débris de forage peuvent être extraits du poste d'évacuation (20).
  6. Dispositif de forage selon l'une quelconque des revendications 1 à 4, caractérisé en ce que le dispositif de déchargement (25) comprend un chariot de transport (28) qui est mobile entre la position de déchargement et une position d'enlèvement destinée à enlever les débris de forage hors du poste d'évacuation (20) le long d'une voie (29).
  7. Dispositif de forage selon l'une quelconque des revendications 1 à 6, caractérisé en ce que le poste d'évacuation (20) comprend un dispositif d'accouplement (34) pour une fixation sur un tube d'enveloppe (5) et une plate-forme (30) qui est mobile par rapport au dispositif d'accouplement (34) au moyen d'un dispositif d'ajustement (31).
  8. Procédé de forage pour réaliser un forage à l'intérieur d'un tube d'enveloppe (5), au moyen d'un dispositif de forage (10) selon l'une quelconque des revendications 1 à 7, dans lequel un châssis porteur (110) d'un appareil de forage (100) est fixé par rapport au tube d'enveloppe (5) et, au moyen d'un entraînement de rotation (116) fixé sur le châssis porteur (110), un outil de forage (140) est entraîné en rotation par l'intermédiaire d'une ligne télescopique (130), de façon que le matériau du sol soit extrait sous forme de débris de forage à l'intérieur du tube d'enveloppe (5) et recueilli dans l'outil de forage (140),
    caractérisé
    - en ce que le châssis porteur (110) de l'appareil de forage (100) est fixé sur un poste d'évacuation (20) qui est placé à une extrémité supérieure du tube d'enveloppe (5),
    - en ce que, pour décharger les débris de forage de l'outil de forage (140), celui-ci est déplacé depuis le tube d'enveloppe (5) jusqu'au poste d'évacuation (20),
    - en ce qu' un dispositif de déchargement (25) au poste d'évacuation (20) est amené dans une position de déchargement pour recueillir les débris de forage de l'outil de forage (140), et
    - en ce que les débris de forage sont évacués du poste d'évacuation (20) par le dispositif de déchargement (25).
  9. Procédé de forage selon la revendication 8, caractérisé en ce que, par déplacement de l'outil de forage (140), lequel est conformé en foreuse à caisson avec un fond ouvrant (142), jusqu'au poste d'évacuation (20) contre une butée, le fond de la foreuse à caisson est ouvert pour la vidange.
  10. Procédé de forage selon la revendication 8 ou 9, caractérisé en ce que le dispositif de déchargement (25) comprend une goulotte (36) qui est pivotée autour d'un axe de pivotement (38) jusqu'à une position inclinée dans la position de déchargement, et en ce que, par la goulotte (36) inclinée, les débris de forage sont évacués du poste d'évacuation (20).
  11. Procédé de forage selon l'une quelconque des revendications 8 à 10, caractérisé
    - en ce que le dispositif de déchargement (25) comprend un chariot de transport (28) qui est mobile entre la position de déchargement et une position d'enlèvement le long d'une voie (29),
    - en ce que , dans la position de déchargement, les débris de forage sont vidés de l'outil de forage (140) dans le chariot de transport (28), et
    - en ce que, dans la position d'enlèvement, les débris de forage sont enlevés du chariot de transport (28) depuis le poste d'évacuation (20).
  12. Procédé de forage selon l'une quelconque des revendications 8 à 11, caractérisé en ce que
    lors du déplacement du dispositif de déchargement (25) dans et/ou depuis la position de déchargement, un fond (142) d'une foreuse à caisson qui sert d'outil de forage (140) est respectivement ouvert et fermé.
  13. Procédé de forage selon l'une quelconque des revendications 8 à 12, caractérisé en ce que le poste d'évacuation (20) est fixé avec un dispositif d'accouplement (34) sur le tube d'enveloppe (5), et en ce qu'une plate-forme (30) du poste d'évacuation (20) est déplacée par rapport au dispositif d'accouplement (34) au moyen d'un dispositif d'ajustement (31).
  14. Procédé de forage selon l'une quelconque des revendications 8 à 13,
    caractérisé en ce que
    le tube d'enveloppe (5) est enfoncé dans le sol,
    le poste d'évacuation (20) est fixé de manière amovible sur le tube d'enveloppe (5), et
    en ce que, dans le forage réalisé dans le tube d'enveloppe (5), une masse de béton est ensuite introduite et un pieu foré est formé.
  15. Poste d'évacuation pour un dispositif de forage (10) selon l'une quelconque des revendications 1 à 7 ou un procédé de forage selon l'une quelconque des revendications 8 à 14, avec
    - un dispositif d'accouplement (34) pour une fixation sur un tube d'enveloppe (5),
    - une section de réception (70) pour recevoir et maintenir un appareil de forage (100) avec un outil de forage (140), et
    - un dispositif de déchargement (25) pour vider l'outil de forage (140) et recueillir des débris de forage depuis l'outil de forage (140), le dispositif de déchargement (25) étant conformé pour évacuer les débris de forage depuis le poste de déchargement (20).
EP10007405A 2010-07-16 2010-07-16 Dispositif de forage et procédé de forage Active EP2407629B1 (fr)

Priority Applications (8)

Application Number Priority Date Filing Date Title
DK10007405.3T DK2407629T3 (da) 2010-07-16 2010-07-16 Boreindretning og borefremgangsmåde
EP10007405A EP2407629B1 (fr) 2010-07-16 2010-07-16 Dispositif de forage et procédé de forage
US13/109,396 US8839882B2 (en) 2010-07-16 2011-05-17 Drilling device and drilling method
AU2011202383A AU2011202383B2 (en) 2010-07-16 2011-05-23 Drilling device and drilling method
KR1020110054903A KR101419512B1 (ko) 2010-07-16 2011-06-08 굴착 장치 및 굴착 방법
JP2011155500A JP5265738B2 (ja) 2010-07-16 2011-07-14 掘削装置、掘削方法および排出ステーション
CN201110198348.2A CN102337795B (zh) 2010-07-16 2011-07-15 钻孔设备和钻孔方法
BRPI1103420-3A2A BRPI1103420A2 (pt) 2010-07-16 2011-07-15 Dispositivo de perfuração e processo de perfuração

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP10007405A EP2407629B1 (fr) 2010-07-16 2010-07-16 Dispositif de forage et procédé de forage

Publications (2)

Publication Number Publication Date
EP2407629A1 EP2407629A1 (fr) 2012-01-18
EP2407629B1 true EP2407629B1 (fr) 2012-12-19

Family

ID=43334710

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10007405A Active EP2407629B1 (fr) 2010-07-16 2010-07-16 Dispositif de forage et procédé de forage

Country Status (8)

Country Link
US (1) US8839882B2 (fr)
EP (1) EP2407629B1 (fr)
JP (1) JP5265738B2 (fr)
KR (1) KR101419512B1 (fr)
CN (1) CN102337795B (fr)
AU (1) AU2011202383B2 (fr)
BR (1) BRPI1103420A2 (fr)
DK (1) DK2407629T3 (fr)

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US20120247841A1 (en) * 2011-03-29 2012-10-04 Smith International Inc. Coating on pdc/tsp cutter for accelerated leaching
CN103046902A (zh) * 2012-11-29 2013-04-17 河南省三力机械制造有限公司 一种用于旋挖钻机的接土倒土装置
CN103711449B (zh) * 2014-01-08 2016-05-11 无锡钻探工具厂有限公司 一种孔内水力排除岩屑装置
JP6113117B2 (ja) * 2014-07-15 2017-04-12 株式会社本間組 廃棄物処分場におけるゴミ減容処理工法
CN105113996A (zh) * 2015-08-20 2015-12-02 郑州神利达钻采设备有限公司 可引流的钻头套筒
JP6623024B2 (ja) * 2015-10-13 2019-12-18 株式会社菅原建設 杭設置方法
US20180075212A1 (en) * 2016-09-15 2018-03-15 Mayo Foundation For Medical Education And Research Medication prescribing tool
CN115075738B (zh) * 2022-08-15 2022-11-08 中石化胜利石油工程有限公司钻井工艺研究院 一种一体式钻杆清洁工具及其使用方法

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JPH05148859A (ja) * 1991-11-26 1993-06-15 Shimizu Corp クラムシエルバケツト
JP2540813Y2 (ja) 1992-03-05 1997-07-09 日本車輌製造株式会社 掘削用バケットの底蓋開閉装置
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Also Published As

Publication number Publication date
US8839882B2 (en) 2014-09-23
BRPI1103420A2 (pt) 2014-03-04
DK2407629T3 (da) 2013-01-21
JP2012021393A (ja) 2012-02-02
CN102337795B (zh) 2015-07-08
KR101419512B1 (ko) 2014-07-15
AU2011202383B2 (en) 2013-02-07
US20120012390A1 (en) 2012-01-19
EP2407629A1 (fr) 2012-01-18
KR20120008438A (ko) 2012-01-30
JP5265738B2 (ja) 2013-08-14
AU2011202383A1 (en) 2012-02-02
CN102337795A (zh) 2012-02-01

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