EP1849918B1 - Drilling apparatus and method to form a pillar in the ground by drilling - Google Patents
Drilling apparatus and method to form a pillar in the ground by drilling Download PDFInfo
- Publication number
- EP1849918B1 EP1849918B1 EP06008683A EP06008683A EP1849918B1 EP 1849918 B1 EP1849918 B1 EP 1849918B1 EP 06008683 A EP06008683 A EP 06008683A EP 06008683 A EP06008683 A EP 06008683A EP 1849918 B1 EP1849918 B1 EP 1849918B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- drilling
- tube
- drill
- hopper
- carriage
- Prior art date
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- 238000005553 drilling Methods 0.000 title claims abstract description 43
- 238000000034 method Methods 0.000 title description 7
- 238000004519 manufacturing process Methods 0.000 claims abstract 2
- 239000000463 material Substances 0.000 claims description 14
- 239000002689 soil Substances 0.000 claims 3
- 238000000605 extraction Methods 0.000 claims 1
- 230000008878 coupling Effects 0.000 description 6
- 238000010168 coupling process Methods 0.000 description 6
- 238000005859 coupling reaction Methods 0.000 description 6
- 230000005540 biological transmission Effects 0.000 description 3
- 239000000945 filler Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003971 tillage Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
- E02D7/16—Scaffolds or supports for drivers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
- E02D3/123—Consolidating by placing solidifying or pore-filling substances in the soil and compacting the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/14—Components for drivers inasmuch as not specially for a specific driver construction
Definitions
- the invention relates to a drill for creating a drill column in the ground according to the preamble of claim 1, comprising a mast, a drill drive, which is arranged on a carriage which is displaceably mounted along the mast, a drill pipe, which for creating a borehole through the Drill drive is rotatably driven and slidable along the mast, a tubular bunker connected to the drill pipe with a storage space for filling material for filling the borehole when pulling the drill pipe, and a closure device, through which a passage for filling material from the pipe bunker to the drill pipe is closable.
- the invention further relates to a method according to the preamble of claim 7 for creating a drill column in the ground in which a drill pipe is rotationally inserted into the ground by means of a drill drive which is arranged on a carriage which is displaceable along a mast in a drilling direction, and after reaching a desired depth the drill pipe is withdrawn and the wellbore is filled with fill material from a pipe bunker via the drill pipe.
- a generic device and a generic method are from the EP 1 580 325 A1 known.
- This document discloses a construction implement with a mast on which a rotary drive is moved longitudinally. Boden purpose on the rotary drive a multi-part drill pipe is arranged.
- a tubular bunker is provided, which serves to receive filling material, which can be introduced when pulling the Bohrrohrgestfites over the linkage in the resulting cavity.
- EP 1 580 325 A1 is planned to pull the multi-part drill pipe in several steps.
- a boom section is pulled out of the ground by raising the carriage on the mast, this then removed, the carriage is shut down again and connected to the underlying pipe section.
- the length of the pipe section withdrawn at each step, and consequently the working speed, is therefore limited by the carriage stroke and thus the length of the mast.
- the US 3,604,214 and the EP 0 831 180 A1 each disclose tillage equipment with a drill pipe which is rotatable by means of a rotary drive. Above the rotary drive in each case a hopper is arranged, via the material in the interior of the drill string can be introduced.
- the object of the invention is to provide a generic drill and a generic method that allow high versatility and cost-effectiveness, a particularly high operating speed.
- the drilling rig according to the invention is characterized in that the tubular bunker is arranged above the drilling drive in the drilling direction and connected to the drill pipe.
- a basic idea of the invention is to arrange the tubular bunker on the upper side of the drill drive facing away from the drill pipe and in particular its tip, whereby it is possible to bring the drill pipe directly to the drill drive, without intervening elements for storing filler material are required.
- the drill drive with the slide can thus be moved closer to the edge of the drill hole according to the invention, without this movement being hindered by the tube bunker.
- the possible carriage stroke is increased, so that longer drill pipe sections can be used. Consequently, the number of required installation and removal operations of drill pipe sections is reduced and the working speed is increased.
- the pipe bunker In principle, it is possible to rotate the pipe bunker to be arranged on the drill pipe, whereby a structurally particularly simple drill is created.
- a particularly preferred embodiment is that the tube bunker is rotatably connected to the carriage and is mounted rotatably relative to the drill pipe. This allows a particularly simple filling of the tube bunker, since its position does not change during drilling operation.
- the tubular bunker is directly connected to the carriage.
- the drill pipe is suitably designed in several parts, wherein the individual pipe sections are connected to each other by releasable couplings. This makes it possible, for example, to install a reinforcement cage in the drill pipe, which is then introduced together with the filling material through the lower end of the drill pipe in the ground.
- a closure device is provided, by means of which a passage for filler material from the tube bunker to the drill pipe can be closed.
- the closure device can for example, be provided above the drill drive, in particular between pipe bunker and drill drive. In particular, it has a blocking flap.
- a closure device can also be arranged below the drill drive.
- the working stroke of the drill can advantageously be further increased by the fact that the tubular bunker, in particular together with the drill pipe, relative to the carriage is axially displaceable and lockable.
- a linear drive for moving the pipe bunker be provided on the carriage, a linear drive for moving the pipe bunker.
- the drill pipe below the rotary drive rotatably and releasably connected to an output shaft of the rotary drive, whereby the versatility of the drilling device according to the invention can be increased.
- a detachable drill pipe coupling can be provided.
- the fill level sensor may have a display device spaced from the tube bunker.
- the fill level sensor may, for example, comprise an ultrasonic sensor.
- a structurally particularly simple drill is given by the fact that the output shaft of the drill drive is designed as a hollow shaft, on one side of the drill pipe extends at least partially and on the other side of the tube bunker is arranged.
- the Grevatransport between pipe bunker and the drill pipe can be done in a particularly simple manner by the hollow shaft.
- the output shaft may have a toothing, in particular a spline.
- the tube bunker has a substantially cylindrical storage area, which is followed by a substantially conical outlet area at the bottom.
- the drill pipe in particular via the output shaft, can be connected to this conical outlet region.
- the tube bunker is funnel-shaped and open at the top. He may also have a lid.
- the method according to the invention is characterized, inter alia, by the fact that the tube bunker is arranged rotatably on the carriage and displaced therewith.
- the method is carried out with a drill according to the invention, whereby the advantages explained in this connection can be achieved.
- a bunker Under a bunker can be understood in particular a product storage, which is in extension of a drill pipe, preferably coaxially attached to the drill pipe.
- FIG. 1 A first embodiment of the drilling device according to the invention is in FIG. 1 shown.
- the drill has a chassis 1 on which a mast 2 is pivotally mounted.
- a carriage 22 is slidably provided in a drilling direction along the mast 2.
- a drill pipe 6 rotatably and, for example, axially fixed. By operating the drill drive 11, the drill pipe 6 can be set in rotation. By moving the carriage 22, the drill pipe 6 can be moved axially over the drill drive 11 in the drilling direction.
- the drill pipe 6 is coupled to the output shaft 19 via a detachable pipe coupling 18 arranged at the bottom on the output shaft 19.
- the drill pipe 6 is formed in several parts with a plurality of tubular elements which are connected to each other via detachable pipe couplings. At the bottom of the drill pipe 6, a displacement drill head 80 is provided.
- the drill drive 11 has a drive part 12, in which a hydraulic rotary motor is arranged, as well as a bottom-side arranged thereon, ring-like transmission part 13, which serves for torque transmission from the hydraulic motor to the drill pipe 6.
- a tube bunker 30 is provided above the drill pipe 6 in extension of its longitudinal axis.
- This tube bunker 30 has a cylindrical storage area 33 for receiving filling material, to which a conical outlet area 34 adjoins on the bottom side.
- the tube bunker 30 is above the drill drive 11 and the carriage 22, that is arranged on the drill pipe 6 and in particular the tip of the drill pipe 6 side facing away.
- the drill drive 11 can be moved up to the pipe coupling 18 to the ground.
- an extension pipe 40 is arranged at the bottom of the outlet region 34 of the pipe bunker 30.
- This extension tube 40 passes through the drive part 12, the transmission part 13 and the output shaft 19 of the drill drive 11 designed as a hollow shaft in the center and opens into the drill pipe 6.
- the filling material can thus be introduced from the tube bunker 30 through the extension tube 40 and the output shaft 19 in the drill pipe 6.
- a rotary coupling can be provided, for example on the extension pipe 40, which can also be referred to as a rinsing head.
- Pipe bunker 30 shown can be height-adjustable relative to the carriage 22 and the drill drive 11, that is, axially displaceable on the carriage 22 in the drilling direction.
- the connecting tube 40 may be formed as a Kelly bar, which has longitudinal webs for transmitting torque and locking pockets for applying axial forces.
- FIG. 2 and 3 Another embodiment of the drilling device according to the invention is in the Figures 2 and 3 shown.
- the embodiment of Figures 2 and 3 differs from the embodiment of FIG. 1 essentially by the fact that for support against rotation and preferably also for active height adjustment of the tubular bunker 30 between the carriage 22 and in particular the drill drive 11 on the one hand and the tubular bunker 30 on the other hand, a support 50 is provided which extends in the drilling direction.
- FIG. 4 Another embodiment of a tubular bunker 30 for use in a drilling rig according to the invention is shown in FIG FIG. 4 shown.
- the tubular bunker 30 of FIG. 4 is closed at the upper end of the storage area 33 by a conical cover 36.
- filling openings 37 are provided for filling of contents in the storage area 33.
- a closing device 71 designed as a flap is provided on the connecting tube 40 for shutting off the product flow between the tubular bunker 30 and the drill pipe 6.
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Earth Drilling (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
Die Erfindung betrifft ein Bohrgerät zum Erstellen einer Bohrsäule im Boden gemäß dem Oberbegriff des Anspruchs 1, mit einem Mast, einem Bohrantrieb, welcher an einem Schlitten angeordnet ist, der entlang dem Mast verschiebbar gelagert ist, einem Bohrrohr, welches zum Erstellen eines Bohrlochs durch den Bohrantrieb drehend antreibbar und entlang dem Mast verschiebbar ist, einem am Bohrrohr angeschlossenen Rohrbunker mit einem Speicherraum für Füllmaterial zum Verfüllen des Bohrlochs beim Ziehen des Bohrrohrs, und einer Verschlusseinrichtung, durch welche ein Durchgang für Füllmaterial vom Rohrbunker zum Bohrrohr verschließbar ist.The invention relates to a drill for creating a drill column in the ground according to the preamble of claim 1, comprising a mast, a drill drive, which is arranged on a carriage which is displaceably mounted along the mast, a drill pipe, which for creating a borehole through the Drill drive is rotatably driven and slidable along the mast, a tubular bunker connected to the drill pipe with a storage space for filling material for filling the borehole when pulling the drill pipe, and a closure device, through which a passage for filling material from the pipe bunker to the drill pipe is closable.
Die Erfindung betrifft ferner ein Verfahren gemäß dem Oberbegriff des Anspruchs 7 zum Erstellen einer Bohrsäule im Boden, bei dem ein Bohrrohr in den Boden mittels eines Bohrantriebes drehend eingebracht wird, welcher an einem Schlitten angeordnet ist, der entlang eines Mastes in einer Bohrrichtung verschiebbar ist, und nach Erreichen einer gewünschten Tiefe das Bohrrohr zurückgezogen und das Bohrloch mit Füllmaterial aus einem Rohrbunker über das Bohrrohr verfüllt wird.The invention further relates to a method according to the preamble of claim 7 for creating a drill column in the ground in which a drill pipe is rotationally inserted into the ground by means of a drill drive which is arranged on a carriage which is displaceable along a mast in a drilling direction, and after reaching a desired depth the drill pipe is withdrawn and the wellbore is filled with fill material from a pipe bunker via the drill pipe.
Eine gattungsgemäße Vorrichtung und ein gattungsgemäßes Verfahren sind aus der
Nach der
Weitere Bohrgeräte mit einem Rohrbunker gehen aus der
Die
Aufgabe der Erfindung ist es, ein gattungsgemäßes Bohrgerät und ein gattungsgemäßes Verfahren anzugeben, die bei hoher Vielseitigkeit und Wirtschaftlichkeit eine besonders hohe Arbeitsgeschwindigkeit erlauben. The object of the invention is to provide a generic drill and a generic method that allow high versatility and cost-effectiveness, a particularly high operating speed.
Die Aufgabe wird erfindungsgemäß durch ein Bohrgerät mit den Merkmalen des Anspruchs 1 und ein Verfahren mit den Merkmalen des Anspruchs 7 gelöst. Bevorzugte Ausführungsbeispiele sind in den abhängigen Ansprüchen angegeben.The object is achieved by a drill with the features of claim 1 and a method having the features of claim 7. Preferred embodiments are given in the dependent claims.
Das erfindungsgemäße Bohrgerät ist unter anderem dadurch gekennzeichnet, dass der Rohrbunker in Bohrrichtung oberhalb des Bohrantriebes angeordnet und am Bohrrohr angeschlossen ist.Among other things, the drilling rig according to the invention is characterized in that the tubular bunker is arranged above the drilling drive in the drilling direction and connected to the drill pipe.
Ein Grundgedanke der Erfindung liegt darin, den Rohrbunker auf der dem Bohrrohr und insbesondere dessen Spitze abgewandten, oberen Seite des Bohrantriebes anzuordnen, wodurch es möglich ist, das Bohrrohr unmittelbar an den Bohrantrieb heranzuführen, ohne dass dazwischenliegende Elemente zum Speichern von Füllmaterial erforderlich sind. Verglichen mit dem Stand der Technik, gemäß dem der Rohrbunker unterhalb des Drehantriebes vorgesehen ist, kann nach der Erfindung der Bohrantrieb mit dem Schlitten somit näher an den Bohrlochrand herangefahren werden, ohne dass diese Bewegung durch den Rohrbunker behindert wird. Somit wird bei gleicher Mastlänge der mögliche Schlittenhub vergrößert, so dass längere Bohrrohrabschnitte verwendet werden können. Folglich wird auch die Zahl der erforderlichen Ein- und Ausbauvorgänge von Bohrrohrabschnitten reduziert und die Arbeitsgeschwindigkeit erhöht.A basic idea of the invention is to arrange the tubular bunker on the upper side of the drill drive facing away from the drill pipe and in particular its tip, whereby it is possible to bring the drill pipe directly to the drill drive, without intervening elements for storing filler material are required. Compared with the prior art, according to which the tube bunker is provided below the rotary drive, the drill drive with the slide can thus be moved closer to the edge of the drill hole according to the invention, without this movement being hindered by the tube bunker. Thus, with the same mast length, the possible carriage stroke is increased, so that longer drill pipe sections can be used. Consequently, the number of required installation and removal operations of drill pipe sections is reduced and the working speed is increased.
Grundsätzlich ist es möglich, den Rohrbunker drehfest am Bohrrohr anzuordnen, wodurch ein konstruktiv besonders einfaches Bohrgerät geschaffen wird. Eine besonders bevorzugte Ausführungsform besteht jedoch darin, dass der Rohrbunker mit dem Schlitten drehfest verbunden ist und relativ zum Bohrrohr drehend gelagert ist. Dies ermöglicht ein besonders einfaches Befüllen des Rohrbunkers, da sich dessen Position beim Bohrbetrieb nicht ändert. Geeigneterweise ist der Rohrbunker unmittelbar mit dem Schlitten verbunden.In principle, it is possible to rotate the pipe bunker to be arranged on the drill pipe, whereby a structurally particularly simple drill is created. A particularly preferred embodiment, however, is that the tube bunker is rotatably connected to the carriage and is mounted rotatably relative to the drill pipe. This allows a particularly simple filling of the tube bunker, since its position does not change during drilling operation. Suitably, the tubular bunker is directly connected to the carriage.
Für einen besonders vielseitigen Betrieb ist das Bohrrohr geeigneterweise mehrteilig ausgebildet, wobei die einzelnen Rohrabschnitte durch lösbare Kupplungen miteinander verbunden sind. Dies ermöglicht es beispielsweise, einen Bewehrungskorb in das Bohrrohr einzubauen, der dann mitsamt dem Füllmaterial durch das untere Ende des Bohrrohres in den Boden eingebracht wird.For a particularly versatile operation, the drill pipe is suitably designed in several parts, wherein the individual pipe sections are connected to each other by releasable couplings. This makes it possible, for example, to install a reinforcement cage in the drill pipe, which is then introduced together with the filling material through the lower end of the drill pipe in the ground.
Erfindungsgemäß ist eine Verschlusseinrichtung vorgesehen, durch welche ein Durchgang für Füllmaterial vom Rohrbunker zum Bohrrohr verschließbar ist. Dies ist insbesondere bei der Verwendung mehrteiliger Bohrrohre vorteilhaft. Die Verschlusseinrichtung kann beispielsweise oberhalb des Bohrantriebes, insbesondere zwischen Rohrbunker und Bohrantrieb, vorgesehen sein. Sie weist insbesondere eine Sperrklappe auf. Alternativ oder zusätzlich kann eine Verschlusseinrichtung auch unterhalb des Bohrantriebes angeordnet werden.According to the invention, a closure device is provided, by means of which a passage for filler material from the tube bunker to the drill pipe can be closed. This is particularly advantageous when using multi-part drill pipes. The closure device can for example, be provided above the drill drive, in particular between pipe bunker and drill drive. In particular, it has a blocking flap. Alternatively or additionally, a closure device can also be arranged below the drill drive.
Der Arbeitshub des Bohrgerätes kann vorteilhafterweise weiter dadurch erhöht werden, dass der Rohrbunker, insbesondere zusammen mit dem Bohrrohr, gegenüber dem Schlitten axial verschiebbar und feststellbar ist. So kann beispielsweise am Schlitten ein Linearantrieb zum Verfahren des Rohrbunkers vorgesehen sein.The working stroke of the drill can advantageously be further increased by the fact that the tubular bunker, in particular together with the drill pipe, relative to the carriage is axially displaceable and lockable. Thus, for example, be provided on the carriage, a linear drive for moving the pipe bunker.
Erfindungsgemäß ist es ferner, dass das Bohrrohr unterhalb des Drehantriebes drehfest und lösbar mit einer Abtriebswelle des Drehantriebes verbunden ist, wodurch die Vielseitigkeit des erfindungsgemäßen Bohrgerätes erhöht sein kann. Hierzu kann eine lösbare Bohrgestängekupplung vorgesehen sein.According to the invention it is further that the drill pipe below the rotary drive rotatably and releasably connected to an output shaft of the rotary drive, whereby the versatility of the drilling device according to the invention can be increased. For this purpose, a detachable drill pipe coupling can be provided.
Ein besonders zuverlässiger Betrieb des Bohrgerätes wird dadurch ermöglicht, dass im Rohrbunker ein Füllstandssensor vorgesehen ist. Insbesondere kann der Füllstandssensor eine vom Rohrbunker beabstandete Anzeigeeinrichtung aufweisen. Der Füllstandssensor kann beispielsweise einen Ultraschallsensor aufweisen.A particularly reliable operation of the drill is made possible by the fact that a level sensor is provided in the tube bunker. In particular, the fill level sensor may have a display device spaced from the tube bunker. The fill level sensor may, for example, comprise an ultrasonic sensor.
Ein konstruktiv besonders einfaches Bohrgerät ist dadurch gegeben, dass die Abtriebswelle des Bohrantriebes als Hohlwelle ausgebildet ist, an deren einen Seite das Bohrrohr zumindest abschnittsweise verläuft und auf deren anderen Seite der Rohrbunker angeordnet ist. In diesem Fall kann der Füllmaterialtransport zwischen Rohrbunker und dem Bohrrohr in besonders einfacher Weise durch die Hohlwelle erfolgen. Zur Drehmomenteinleitung kann die Abtriebswelle beispielsweise eine Verzahnung, insbesondere eine Keilverzahnung aufweisen.A structurally particularly simple drill is given by the fact that the output shaft of the drill drive is designed as a hollow shaft, on one side of the drill pipe extends at least partially and on the other side of the tube bunker is arranged. In this case, the Füllmaterialtransport between pipe bunker and the drill pipe can be done in a particularly simple manner by the hollow shaft. For torque introduction For example, the output shaft may have a toothing, in particular a spline.
Ferner ist es erfindungsgemäß, dass der Rohrbunker einen im Wesentlichen zylindrischen Speicherbereich aufweist, an dem sich unten ein im Wesentlichen konischer Auslassbereich anschließt. An diesem konischen Auslassbereich kann das Bohrrohr, insbesondere über die Abtriebswelle, angeschlossen sein. Der Rohrbunker ist trichterförmig aufgebaut und oben offen. Er kann auch einen Deckel aufweisen.Furthermore, it is according to the invention that the tube bunker has a substantially cylindrical storage area, which is followed by a substantially conical outlet area at the bottom. The drill pipe, in particular via the output shaft, can be connected to this conical outlet region. The tube bunker is funnel-shaped and open at the top. He may also have a lid.
Das erfindungsgemäße Verfahren ist unter anderem dadurch gekennzeichnet, dass der Rohrbunker auf dem Schlitten drehfest zu diesem angeordnet und mit diesem verschoben wird. Das Verfahren wird mit einem erfindungsgemäßen Bohrgerät durchgeführt, wodurch sich die in diesem Zusammenhang erläuterten Vorteile erzielen lassen.The method according to the invention is characterized, inter alia, by the fact that the tube bunker is arranged rotatably on the carriage and displaced therewith. The method is carried out with a drill according to the invention, whereby the advantages explained in this connection can be achieved.
Unter einem Rohrbunker kann insbesondere ein Füllgutspeicher verstanden werden, der in Verlängerung eines Bohrrohres, bevorzugt koaxial, an dem Bohrrohr anbringbar ist.Under a bunker can be understood in particular a product storage, which is in extension of a drill pipe, preferably coaxially attached to the drill pipe.
Die Erfindung wird nachfolgend anhand bevorzugter Ausführungsbeispiele näher erläutert, die schematisch in den Figuren dargestellt sind. In den Figuren zeigen:
- Fig. 1
- ein erstes Ausführungsbeispiel eines erfindungsgemäßen Bohrgerätes;
- Fig. 2
- ein zweites Ausführungsbeispiel eines erfindungsgemäßen Bohrgerätes;
- Fig. 3
- eine Detailansicht des Bohrgerätes aus
im Bereich des Bohrantriebes; undFigur 2 - Fig. 4
- einen Rohrbunker zur Verwendung in einem erfindungsgemä- ßen Bohrgerät.
- Fig. 1
- a first embodiment of a drilling device according to the invention;
- Fig. 2
- A second embodiment of a drilling device according to the invention;
- Fig. 3
- a detailed view of the drill from
FIG. 2 in the area of the drill drive; and - Fig. 4
- a tubular bunker for use in a drill according to the invention.
Gleich oder analog wirkende Elemente sind in allen Figuren mit denselben Bezugszeichen gekennzeichnet.Equal or analogous elements are indicated in all figures with the same reference numerals.
Ein erstes Ausführungsbeispiel des erfindungsgemäßen Bohrgerätes ist in
Am Schlitten 22 ist ein als Drehantrieb ausgebildeter Bohrantrieb 11 vorgesehen, an dessen Abtriebswelle 19 ein Bohrrohr 6 drehfest und beispielsweise axial fest angeordnet ist. Durch Betätigen des Bohrantriebes 11 kann das Bohrrohr 6 in Rotation versetzt werden. Durch Verfahren des Schlittens 22 kann das Bohrrohr 6 über den Bohrantrieb 11 axial in Bohrrichtung verschoben werden. Das Bohrrohr 6 ist mit der Abtriebswelle 19 über eine unten an der Abtriebswelle 19 angeordnete, lösbare Rohrkupplung 18 gekoppelt.On the
Das Bohrrohr 6 ist mehrteilig mit mehreren Rohrelementen ausgebildet, die über lösbare Rohrkupplungen miteinander verbunden sind. Unten am Bohrrohr 6 ist ein Verdrängungsbohrkopf 80 vorgesehen.The
Der Bohrantrieb 11 weist ein Antriebsteil 12 auf, in dem ein Hydraulikdrehmotor angeordnet ist, sowie ein bodenseitig hieran angeordnetes, ringartiges Getriebeteil 13, das zur Drehmomentübertragung vom Hydraulikmotor zum Bohrrohr 6 dient.The
Zum Speichern von Füllgut ist oberhalb des Bohrrohres 6 in Verlängerung seiner Längsachse ein Rohrbunker 30 vorgesehen. Dieser Rohrbunker 30 weist einen zylindrischen Speicherbereich 33 zur Aufnahme von Füllgut auf, an den sich bodenseitig ein konischer Auslassbereich 34 anschließt. Der Rohrbunker 30 ist oberhalb des Bohrantriebes 11 und des Schlittens 22, das heißt auf der dem Bohrrohr 6 und insbesondere der Spitze des Bohrrohres 6 abgewandten Seite angeordnet. Somit kann der Bohrantrieb 11 bis an die Rohrkupplung 18 an den Erdboden herangefahren werden.For storing filling material, a
Zum Einleiten von Füllgut aus dem Rohrbunker 30 in das Bohrrohr 6 ist unten am Auslassbereich 34 des Rohrbunkers 30 ein Verlängerungsrohr 40 angeordnet. Dieses Verlängerungsrohr 40 durchläuft das Antriebsteil 12, das Getriebeteil 13 und die als Hohlwelle ausgebildete Abtriebswelle 19 des Bohrantriebs 11 mittig und mündet in das Bohrrohr 6 ein. Das Füllgut kann somit aus dem Rohrbunker 30 durch das Verlängerungsrohr 40 und die Abtriebswelle 19 in das Bohrrohr 6 eingeleitet werden.For introducing contents from the
Um eine Drehentkopplung des Rohrbunkers 30 vom Bohrrohr 6 zu ermöglichen, kann, beispielsweise am Verlängerungsrohr 40, eine Drehkupplung vorgesehen sein, die auch als Spülkopf bezeichnet werden kann.In order to enable a rotational decoupling of the
Der in
Ein weiteres Ausführungsbeispiel des erfindungsgemäßen Bohrgerätes ist in den
Gemäß dem Ausführungsbeispiel der
Ein weiteres Ausführungsbeispiel eines Rohrbunkers 30 zur Verwendung in einem erfindungsgemäßen Bohrgerät ist in
Auslassseitig des Rohrbunkers 30 ist am Verbindungsrohr 40 eine als Klappe ausgebildete Verschlusseinrichtung 71 zum Absperren des Füllgutstromes zwischen Rohrbunker 30 und Bohrrohr 6 vorgesehen.On the outlet side of the
Claims (7)
- Drilling device for producing a drilling column in the soil comprising- a mast (2),- a drilling drive (11) arranged on a carriage (22), which is movably supported along the mast (2),- a drilling tube (6), which can be driven in a rotating manner by the drill drive (11) and is movable along the mast (2) in order to produce a drilling hole, and- a tube hopper (30), which is connected to the drilling tube (6) and comprises a storage space for filling material to the drill hole during the extraction of the drilling tube (6), and- a closing device (71) is provided, by which a passage for filling material from the tube hopper (30) to the drilling tube (6) can be closed,
characterized in that- the tube hopper (30) is arranged in the drilling direction above the drill drive, and- below the drill drive (11) the drilling tube (6) is connected in a rotationally fixed and detachable manner to an output shaft (19) of the drill drive (11). - Drilling device according to claim 1,
characterized in that
the tube hopper (30) is connected in a rotationally fixed manner to the carriage (22) and is supported in a rotating manner relative to the drilling tube (6). - Drilling device according to one of claims 1 or 2,
characterized in that
the tube hopper (30) can be moved axially and fixed with respect to the carriage (22). - Drilling device according to one of claims 1 to 3,
characterized in that
a filling level sensor is provided for measuring a filling level in the tube hopper (30). - Drilling device according to one of claims 1 to 4,
characterized in that
the output shaft (19) of the drill drive (11) is designed as a hollow shaft, on the one side of which the drilling tube (6) extends at least in sections and on the other side of which the tube hopper (30) is arranged. - Drilling device according to one of claims 1 to 5,
characterized in that
the tube hopper (30) has a substantially cylindrical storage (33) portion, below which a substantially conical outlet portion (34) is arranged. - Method for producing a drilling column in the soil, in which- a drilling tube (6) is introduced in a rotating manner into the soil by means of a drill drive (11) arranged on the carriage (22), which can be moved along a mast (2) in a drilling direction, and- on reaching a desired depth the drilling tube (6) is extracted and the drill hole is filled with filling material from a tube hopper (30) via the drilling tube (6),
characterized in that- a drilling device according to one of the claims 1 to 6 is used,- wherein the tube hopper (30) is arranged on the carriage (22) in a rotationally fixed manner thereto and is moved therewith.
Priority Applications (14)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL06008683T PL1849918T3 (en) | 2006-04-26 | 2006-04-26 | Drilling apparatus and method to form a pillar in the ground by drilling |
EP06008683A EP1849918B1 (en) | 2006-04-26 | 2006-04-26 | Drilling apparatus and method to form a pillar in the ground by drilling |
ES06008683T ES2361849T3 (en) | 2006-04-26 | 2006-04-26 | DRILLING AND PROCEDURE TO CREATE A PERFORATION COLUMN IN THE SOIL. |
AT06008683T ATE501312T1 (en) | 2006-04-26 | 2006-04-26 | DRILLING EQUIPMENT AND METHOD FOR CREATING A DRILLING COLUMN IN THE GROUND |
PT06008683T PT1849918E (en) | 2006-04-26 | 2006-04-26 | Drilling apparatus and method to form a pillar in the ground by drilling |
DE502006009051T DE502006009051D1 (en) | 2006-04-26 | 2006-04-26 | Drilling rig and method for creating a drill column in the ground |
CA2583608A CA2583608C (en) | 2006-04-26 | 2007-03-30 | Drilling device and method for producing a drilling column in the soil |
SG200702959-8A SG136915A1 (en) | 2006-04-26 | 2007-04-18 | Drilling device and method for producing a drilling column in the soil |
RU2007114759/03A RU2360070C2 (en) | 2006-04-26 | 2007-04-19 | Drilling machine and in earth building-up method of cast-in-plase displacement piles |
JP2007113639A JP4505479B2 (en) | 2006-04-26 | 2007-04-24 | Excavation apparatus and method for making underground construction piles |
CNA200710101098XA CN101063400A (en) | 2006-04-26 | 2007-04-26 | Drilling device for producing drilling column in soil and method thereof |
KR1020070040600A KR100882538B1 (en) | 2006-04-26 | 2007-04-26 | Drilling device for producing drilling column in soil and method thereof |
US11/790,689 US7713002B2 (en) | 2006-04-26 | 2007-04-26 | Drilling device and method for producing a drilling column in the soil |
HK08101779.7A HK1112946A1 (en) | 2006-04-26 | 2008-02-19 | Drilling apparatus and method to form a pillar in the ground by drilling |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP06008683A EP1849918B1 (en) | 2006-04-26 | 2006-04-26 | Drilling apparatus and method to form a pillar in the ground by drilling |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1849918A1 EP1849918A1 (en) | 2007-10-31 |
EP1849918B1 true EP1849918B1 (en) | 2011-03-09 |
Family
ID=36763137
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06008683A Active EP1849918B1 (en) | 2006-04-26 | 2006-04-26 | Drilling apparatus and method to form a pillar in the ground by drilling |
Country Status (14)
Country | Link |
---|---|
US (1) | US7713002B2 (en) |
EP (1) | EP1849918B1 (en) |
JP (1) | JP4505479B2 (en) |
KR (1) | KR100882538B1 (en) |
CN (1) | CN101063400A (en) |
AT (1) | ATE501312T1 (en) |
CA (1) | CA2583608C (en) |
DE (1) | DE502006009051D1 (en) |
ES (1) | ES2361849T3 (en) |
HK (1) | HK1112946A1 (en) |
PL (1) | PL1849918T3 (en) |
PT (1) | PT1849918E (en) |
RU (1) | RU2360070C2 (en) |
SG (1) | SG136915A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3467205A1 (en) | 2017-10-06 | 2019-04-10 | BAUER Maschinen GmbH | Method for creating a pile in the ground and ground processing device for same |
EP3719246B1 (en) * | 2019-04-03 | 2024-05-29 | BAUER Maschinen GmbH | Method for creating a hole in the ground and ground processing device for same |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ATE408731T1 (en) | 2006-04-26 | 2008-10-15 | Bauer Maschinen Gmbh | DRILLING EQUIPMENT AND METHOD FOR CREATING A DRILLING COLUMN IN THE GROUND |
CN102134962B (en) * | 2010-01-26 | 2013-12-04 | 如皋市名门电气材料有限公司 | Automatic punching pile driver |
EP2669436B1 (en) * | 2012-05-30 | 2014-12-31 | ABI Anlagentechnik-Baumaschinen-Industriebedarf Maschinenfabrik und Vertriebsgesellschaft mbH | Ramming and traction device |
CN102912791B (en) * | 2012-10-15 | 2015-06-10 | 中冶交通工程技术有限公司 | Construction method of bored pile |
AU2013356921B2 (en) * | 2012-12-10 | 2016-02-11 | Jaron Lyell Mcmillan | Modified stone column drill |
EP3299522B1 (en) | 2016-09-27 | 2019-11-06 | BAUER Maschinen GmbH | Drilling apparatus and method for producing a borehole |
DE102019108100B3 (en) * | 2019-03-28 | 2020-03-26 | Jannes Janitschke | Pile foundation drilling rig |
CN110984894B (en) * | 2019-12-25 | 2020-10-02 | 中南大学 | Guide rod loose-leaf clamping self-locking type cutting tooth coring drill barrel |
CN111335809A (en) * | 2020-03-28 | 2020-06-26 | 福州市长乐区艾德利电子科技有限公司 | Drilling equipment for processing bridge pile foundation |
CN112127361A (en) * | 2020-10-09 | 2020-12-25 | 山河智能装备股份有限公司 | Precast tubular pile implanting equipment and pile implanting construction method |
CN116044305B (en) * | 2021-01-04 | 2024-09-24 | 成都欣皓地基基础工程有限责任公司 | Square pile drill bit and core component |
EP4098803B1 (en) * | 2021-05-31 | 2024-08-07 | ABI Anlagentechnik-Baumaschinen-Industriebedarf Maschinenfabrik und Vertriebsgesellschaft mbH | Vibrodisplacement lance and method for equipping a leader with a vibrodisplacement lance |
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US3303656A (en) * | 1962-12-21 | 1967-02-14 | Richard E Landau | Method and apparatus for constructing columns of material in soil |
US3604214A (en) * | 1968-08-16 | 1971-09-14 | Lee A Turzillo | Means and method of making columnar structures in situ |
JPS5139770B2 (en) * | 1972-06-28 | 1976-10-29 | ||
GB1391109A (en) | 1972-09-11 | 1975-04-16 | Turzillo L A | Method for producing pile or like structural columns in situ |
US3831159A (en) * | 1973-05-02 | 1974-08-20 | W Parsons | High level and low level alarm for bins and hoppers |
JPS547709A (en) * | 1977-06-20 | 1979-01-20 | Fudo Construction Co | Method of construction of forming compaction sand pile and its device |
JPS59220521A (en) * | 1983-05-30 | 1984-12-12 | Kurimoto Masafumi | Sand pile former |
JPH0645930B2 (en) * | 1988-03-04 | 1994-06-15 | 中富 栗本 | Gravel pile construction equipment |
JP2535485B2 (en) * | 1992-10-13 | 1996-09-18 | 中富 栗本 | Sand drain placing device |
BE1010638A3 (en) * | 1996-09-20 | 1998-11-03 | Poorteman Frank | Drill for making a pile in the ground and method of making the drill applying. |
JP3712883B2 (en) * | 1999-03-12 | 2005-11-02 | 不動建設株式会社 | Ground improvement pile creation device |
US6957930B2 (en) * | 1999-09-01 | 2005-10-25 | Landau Richard E | Apparatus to form columns of granular material |
US6517292B1 (en) * | 1999-09-01 | 2003-02-11 | Richard E Landau | Apparatus to form columns of granular material |
RU2167097C1 (en) | 2000-04-18 | 2001-05-20 | Самарский институт инженеров железнодорожного транспорта | Loose material hopper |
US7226246B2 (en) | 2000-06-15 | 2007-06-05 | Geotechnical Reinforcement, Inc. | Apparatus and method for building support piers from one or successive lifts formed in a soil matrix |
JP2002105944A (en) | 2000-09-28 | 2002-04-10 | Okutama Kogyo Co Ltd | Soil improvement method |
EP1580325B1 (en) * | 2004-03-26 | 2008-07-23 | BAUER Maschinen GmbH | Hopper for holding concrete and method of withdrawing a mouldpipe off a bore and method of cementing a bore |
-
2006
- 2006-04-26 ES ES06008683T patent/ES2361849T3/en active Active
- 2006-04-26 PL PL06008683T patent/PL1849918T3/en unknown
- 2006-04-26 AT AT06008683T patent/ATE501312T1/en active
- 2006-04-26 PT PT06008683T patent/PT1849918E/en unknown
- 2006-04-26 EP EP06008683A patent/EP1849918B1/en active Active
- 2006-04-26 DE DE502006009051T patent/DE502006009051D1/en active Active
-
2007
- 2007-03-30 CA CA2583608A patent/CA2583608C/en not_active Expired - Fee Related
- 2007-04-18 SG SG200702959-8A patent/SG136915A1/en unknown
- 2007-04-19 RU RU2007114759/03A patent/RU2360070C2/en not_active IP Right Cessation
- 2007-04-24 JP JP2007113639A patent/JP4505479B2/en not_active Expired - Fee Related
- 2007-04-26 KR KR1020070040600A patent/KR100882538B1/en not_active IP Right Cessation
- 2007-04-26 US US11/790,689 patent/US7713002B2/en active Active
- 2007-04-26 CN CNA200710101098XA patent/CN101063400A/en active Pending
-
2008
- 2008-02-19 HK HK08101779.7A patent/HK1112946A1/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3467205A1 (en) | 2017-10-06 | 2019-04-10 | BAUER Maschinen GmbH | Method for creating a pile in the ground and ground processing device for same |
EP3719246B1 (en) * | 2019-04-03 | 2024-05-29 | BAUER Maschinen GmbH | Method for creating a hole in the ground and ground processing device for same |
Also Published As
Publication number | Publication date |
---|---|
PT1849918E (en) | 2011-05-31 |
DE502006009051D1 (en) | 2011-04-21 |
KR20070105890A (en) | 2007-10-31 |
JP4505479B2 (en) | 2010-07-21 |
ES2361849T3 (en) | 2011-06-22 |
KR100882538B1 (en) | 2009-02-06 |
SG136915A1 (en) | 2007-11-29 |
US7713002B2 (en) | 2010-05-11 |
RU2360070C2 (en) | 2009-06-27 |
JP2007291850A (en) | 2007-11-08 |
PL1849918T3 (en) | 2011-07-29 |
CA2583608C (en) | 2010-10-19 |
EP1849918A1 (en) | 2007-10-31 |
CA2583608A1 (en) | 2007-10-26 |
HK1112946A1 (en) | 2008-09-19 |
CN101063400A (en) | 2007-10-31 |
US20070267224A1 (en) | 2007-11-22 |
RU2007114759A (en) | 2008-10-27 |
ATE501312T1 (en) | 2011-03-15 |
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