EP2133507A1 - Drilling device and drilling method - Google Patents
Drilling device and drilling method Download PDFInfo
- Publication number
- EP2133507A1 EP2133507A1 EP08010846A EP08010846A EP2133507A1 EP 2133507 A1 EP2133507 A1 EP 2133507A1 EP 08010846 A EP08010846 A EP 08010846A EP 08010846 A EP08010846 A EP 08010846A EP 2133507 A1 EP2133507 A1 EP 2133507A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- drilling
- drill
- endless screw
- extension
- displacer
- 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.)
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- 238000005553 drilling Methods 0.000 title claims abstract description 96
- 238000000034 method Methods 0.000 title claims abstract description 15
- 238000006073 displacement reaction Methods 0.000 claims abstract description 18
- 238000004519 manufacturing process Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims description 34
- 239000002689 soil Substances 0.000 claims description 27
- 238000005520 cutting process Methods 0.000 description 3
- 239000000945 filler Substances 0.000 description 3
- 239000000725 suspension Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 238000010348 incorporation Methods 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/26—Drilling without earth removal, e.g. with self-propelled burrowing devices
- E21B7/265—Combined with earth removal
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/003—Drilling with mechanical conveying means
- E21B7/005—Drilling with mechanical conveying means with helical conveying means
Definitions
- the invention relates to a drilling device with a mast, a drill drive displaceably mounted thereon and a drilling element which is rotationally driven by the drill drive and movable along the mast, wherein the drilling element has an endless screw drill, which is arranged below the drill drive, and an extension which is connected to the endless screw drill and extends up through the drill drive.
- the invention relates to a drilling method in which a drilling element is rotationally driven by means of a drill drive and moved along a mast, wherein the drilling element has an endless screw drill, which is arranged below the drill drive, and an extension which is connected to the endless screw drill and after extends up through the drill drive.
- endless screw drills For the preparation of boreholes and in particular for the production of foundation piles, the use of so-called endless screw drills has long been known.
- an endless screw drill a drill spiral is arranged along the entire length of the drill rod, through which excavated soil material is conveyed by the rotational movement out of the borehole out to the surface.
- an endless screw drill is driven by a drill drive through which the endless screw drill is also moved in the drilling direction along a usually vertically erected mast.
- the hole depth is limited by the length of the endless auger and the height of the mast.
- the invention has for its object to provide a drilling apparatus and a drilling method with which boreholes can be produced by means of endless screw augers also over the length of the endless screw auger out efficiently and in good quality.
- the drilling device according to the invention is characterized in that a displacer head is arranged between the endless screw auger and the extension.
- the upwardly conveyed soil material is displaced laterally into the borehole wall directly above the endless auger borer by the displacer head.
- the soil material is laterally displaced by the displacer head, wherein the borehole wall is compressed in a positive manner and additionally stabilized. This improves the stability and quality of the borehole and actively counteracts penetration of the borehole.
- the boring device according to the invention over the length of the endless screw auger out the hole can be sunk in one go, until the end of the extension is reached. This significantly speeds up the creation of a wellbore with greater depths and also reduces the amount of excavation to be removed.
- the extension can be designed as desired.
- the extension may be a telescopic rod or a rod composed of several segments.
- the extension is designed as a Kelly bar with entrainment strips on its outer side.
- the entrainment on the outside of the usually one-piece rod are in operative connection with corresponding drivers of a driven device of the drill drive to transmit torque from the drill drive to the extension.
- the entrainment strips are arranged parallel to the drilling axis, so that they allow axial displaceability through the annular drive drill.
- locking pockets can be provided with transversely directed strip portions.
- the length of the endless screw auger corresponds approximately to the length of the mast or a maximum travel of the drill drive. In this way, first the maximum stroke of the drill drive, which is displaceable along the mast, be exploited. In this way, first, a wellbore having a depth corresponding to the length of the endless screwdriver can be efficiently created.
- the endless screw drill and / or the extension has a hollow core tube.
- contents in particular a curable suspension, such as concrete, can be introduced immediately after drilling the hole through the drilling element.
- one or more outlet openings are provided at the lower end of the endless screw auger.
- Various displacement heads can be used on the drilling element according to the invention.
- rotationally symmetrical displacement heads, eccentric displacement heads or other displacer heads between the extension and the endless screw drill can be used for the drilling axis.
- the displacer head has a cylindrical displacer portion, whose diameter corresponds approximately to the bore diameter.
- the bore diameter is determined by the outer diameter of the drill helices on the endless screw drill or by corresponding radial cutting edges at the lower end of the endless screw auger.
- the displacer section may be slightly smaller or larger than this drill diameter, depending on the soil properties. An equal diameter is advantageous because it facilitates both retraction of the displacer head into the wellbore and extraction of the auger bit from the wellbore.
- the displacer head has a lower cone section, the diameter of which widens upwards from the diameter of a center tube of the endless screw auger to the diameter of the displacer section. In this way, a gradual incorporation of the promoted up to the displacer head soil material can be achieved in the borehole wall. Also, the insertion of the displacer head is facilitated in the borehole.
- a lower helix is arranged on the lower cone section, through which soil material can be conveyed upwards to the displacer section during drilling.
- This lower helix thus extends on the conical outer surface of the displacer section and has the same conveying direction of the conveying helix of the endless screw auger.
- the displacer head has an upper cone section whose diameter tapers from the diameter of the displacer section upwards for extension. This arrangement allows that even from the top up the displacer falling material can be passed into the displacement zone of the displacer.
- an upper coil is arranged at the upper cone section, through which soil material can be conveyed downwards to the displacement section during drilling.
- this helix has a reverse pitch compared to the helical auger helix or helix helix at the bottom cone section.
- the upper coil actively promotes falling from above soil material of the zone of the displacer section.
- a preferred embodiment of the invention further consists in that the displacer section and / or at least one of the cone sections are covered with displacer elements.
- the displacers may be welded bars or arc segment-shaped elements which enhance the impressing or incorporation of the soil material into the borehole wall.
- the displacement elements can serve as wear parts, which are readily interchangeable with heavy processing.
- the drilling method according to the invention is characterized in that in a first drilling step up to a first drilling depth, which corresponds to the length of the endless screw drill, soil material is conveyed to the surface by the endless screw drill, and that in a second drilling step from the first drilling depth of the endless screw drill drilling material Displacer is supplied through which soil material is displaced into a borehole wall.
- This method according to the invention achieves the above-described advantages in terms of drilling down the borehole over the length of the endless screw auger, stabilizing the borehole wall and avoiding excavation.
- the wellbore can be intermittently created in one go or in multiple steps using this drilling method, with the drill bit withdrawn at certain time or depth sections.
- a particularly good stabilization of the borehole wall can be achieved by repeatedly traversing the borehole wall with the displacer head.
- the filler may be a dry material, such as sand, lime or the like or a curable suspension, in particular a concrete mass.
- the filler material is preferably introduced through a central core tube of the endless screw auger into the wellbore.
- FIGS. 1 to 3 an inventive drilling method is explained together with a drilling device 10 according to the invention.
- the drilling device 10 has according to Fig. 1 an approximately vertically arranged mast 12 which is pivotally mounted on a carrier device 14 via an adjusting mechanism 13.
- the carrier device 14 is formed in the present embodiment as a tracked vehicle with a rotatable uppercarriage.
- a carriage 18 is slidably mounted in a known manner via a cable mechanism.
- An annular drilling drive 16 for driving the rod-shaped drilling element 20 is provided on the carriage 18.
- the drilling element 20 comprises in its lower region a so-called endless screw drill 22, which is formed from a center tube or a core tube 24, at whose Outside a conveyor coil 26 extends over almost the entire length.
- a cutting device 28 is formed in a known manner, which removes soil material.
- the length of the endless screw drill 22 is adapted to the length of the mast 12 and corresponds approximately to the length of the mast 12.
- the mast has a length of about 20 m, while the length of the endless screw drill is about 15 m.
- the slightly shorter length of the endless screw drill 22 relative to the length of the mast 12 is essentially due to the size and extent of the auger drive 16 with the carriage 18.
- a displacer 40 is connected, which hereinafter in connection with the FIGS. 4 and 5 will be explained in more detail.
- a rod-shaped extension 30 is attached, which extends from the arranged below the auger drive 16 displacer 40 through the annular auger drive 16 therethrough upwards.
- longitudinally extending entrainment strips 32 are arranged in the manner of a Kelly bar in the drilling direction. About this Mitauermannn 32, the torque of the drill drive 16 can be transferred to the extension 30 and thus the drilling element 20 in total.
- the entrainment 32 further allow in a known manner an axial displaceability of the extension 30 relative to the drill drive 16 with simultaneous torque transmission.
- a borehole 6 is lowered until the upper end of the endless screw borer 22 is reached.
- soil material worked off by the cutting device 28 is conveyed upwards out of the borehole 6 by the conveying spirals 26.
- the drill drive 16 is moved to a maximum, ie from its upper starting position according to FIG Fig. 1 in its lower end position at the bottom of the mast.
- the boring element 20 is now driven further downwards via the extension 30 when the boring drive 16 is now stationary.
- the propulsion in the drilling direction can be significantly effected by the weight of the drilling element 20 and the propelling action of the conveyor helices 26.
- the drill drive 16 but can alternatively be reset and the extension 30 actively proceed in the drilling direction.
- Fig. 4 the drilling method according to the invention is shown during the first drilling step.
- a borehole 6 is introduced by the endless screw drill 22 into the bottom 2.
- Exhausted soil material 4 is conveyed from the borehole 6 through the conveyor coils 26 upwards to a surface 3. From here, the processed soil material 4 can be removed and removed in a known manner.
- a pipe connection 25 is arranged, to which the displacer head 40, not shown here, is non-rotatably coupled.
- the displacement head 40 has an approximately central, cylindrical displacement section 42, on the outside of which strip-shaped displacement elements 44 are arranged.
- a lower cone section 46 is arranged, which on its outer side with a lower Wendel 48 is provided.
- the lower helix 48 serves to convey the processed soil material 4 into the region of the displacement section 42.
- the reverse conical lower cone portion 46 is rotatably connected via the pipe joint 25 with the endless screw 22.
- the diameter of the lower cone section 46 widens continuously from the diameter of the core tube 24 to the diameter of the cylindrical displacement section 42.
- an upper cone section 50 with an upper coil 52 is arranged above the displacement section 42.
- the upper coil 52 has an opposite conveying direction to the lower coil 48, so that in the usual direction of rotation of soil material from the upper coil 52 down to the central displacement section 42 is promoted.
- the upper cone portion 50 has a regular conical shape, the diameter of which tapers uniformly from the diameter of the displacer portion 42 up to approximately the diameter of the rod-shaped extension 30.
- the rod-shaped extension 30 is rotatably connected via an upper pipe connection with the displacer 40.
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- Mining & Mineral Resources (AREA)
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- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Earth Drilling (AREA)
- Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)
- Drilling Tools (AREA)
Abstract
Description
Die Erfindung betrifft eine Bohrvorrichtung mit einem Mast, einem daran verschiebbar gelagerten Bohrantrieb und einem Bohrelement, das durch den Bohrantrieb drehend angetrieben und entlang des Mastes verfahrbar ist, wobei das Bohrelement einen Endlosschneckenbohrer, der unterhalb des Bohrantriebes angeordnet ist, und eine Verlängerung aufweist, welche mit dem Endlosschneckenbohrer verbunden ist und sich nach oben durch den Bohrantrieb hindurch erstreckt.The invention relates to a drilling device with a mast, a drill drive displaceably mounted thereon and a drilling element which is rotationally driven by the drill drive and movable along the mast, wherein the drilling element has an endless screw drill, which is arranged below the drill drive, and an extension which is connected to the endless screw drill and extends up through the drill drive.
Weiterhin betrifft die Erfindung ein Bohrverfahren, bei dem ein Bohrelement mittels eines Bohrantriebes drehend angetrieben und entlang eines Mastes verfahren wird, wobei das Bohrelement einen Endlosschneckenbohrer, der unterhalb des Bohrantriebes angeordnet ist, und eine Verlängerung aufweist, welche mit dem Endlosschneckenbohrer verbunden ist und sich nach oben durch den Bohrantrieb hindurch erstreckt.Furthermore, the invention relates to a drilling method in which a drilling element is rotationally driven by means of a drill drive and moved along a mast, wherein the drilling element has an endless screw drill, which is arranged below the drill drive, and an extension which is connected to the endless screw drill and after extends up through the drill drive.
Zum Erstellen von Bohrlöchern und insbesondere zum Herstellen von Gründungspfählen ist der Einsatz von sogenannten Endlosschneckenbohrern seit Langem bekannt. Bei einem Endlosschneckenbohrer ist entlang der gesamten Länge der Bohrstange eine Bohrwendel angeordnet, durch welche abgebohrtes Bodenmaterial durch die Drehbewegung aus dem Bohrloch heraus zur Oberfläche gefördert wird. Dabei wird ein Endlosschneckenbohrer über einen Bohrantrieb angetrieben, durch welchen der Endlosschneckenbohrer auch in Bohrrichtung entlang eines üblicherweise vertikal aufgestellten Mastes verfahren wird. Bei diesem bekannten Verfahren wird die Bohrlochtiefe durch die Länge des Endlosschneckenbohrers und die Höhe des Mastes begrenzt.For the preparation of boreholes and in particular for the production of foundation piles, the use of so-called endless screw drills has long been known. In an endless screw drill, a drill spiral is arranged along the entire length of the drill rod, through which excavated soil material is conveyed by the rotational movement out of the borehole out to the surface. In this case, an endless screw drill is driven by a drill drive through which the endless screw drill is also moved in the drilling direction along a usually vertically erected mast. In this known method, the hole depth is limited by the length of the endless auger and the height of the mast.
Zur Erhöhung der Bohrlochtiefe über die Mastlänge beziehungsweise die Länge des Endlosschneckenbohrers hinaus ist es aus der
Funktionsbedingt kann jedoch an der Verlängerungsstange keine Förderwendel angeordnet werden. Beim Abteufen eines Bohrloches über die Länge des Endlosschneckenbohrers hinaus kann also das abgearbeitete Bodenmaterial nicht mehr durch die Förderwendeln bis zur Oberfläche gefördert werden. Dieses Bodenmaterial sammelt sich somit im Bohrloch oberhalb des Endlosschneckenbohrers im Bereich der Verlängerungsstange an. Dies kann zu einer unerwünschten Verdichtung oder Verblockung des Bohrloches führen, was das anschließende Ziehen des Bohrelementes aus dem Bohrloch erschwert. Zudem kann in diesem Bereich die Wandung des Bohrloches gestört werden, was sich negativ auf die Herstellung eines Gründungselementes in dem Bohrloch durch Verfüllen mit einem Füllmaterial auswirken kann. Um das zu verhindern, muss das Bohrelement intermittierend aus dem Bohrloch gezogen werden, um Bodenmaterial zu entfernen. Dies ist zeitaufwändig.Functionally, however, no conveyor coil can be arranged on the extension rod. When drilling down a borehole beyond the length of the endless screw auger, therefore, the excavated soil material can no longer be conveyed through the conveyor filaments to the surface. This soil material thus accumulates in the borehole above the endless screw auger in the region of the extension rod. This can lead to an undesirable compression or blocking of the borehole, which makes it difficult to subsequently pull the boring element out of the borehole. In addition, in this area, the wall of the well can be disturbed, which can adversely affect the production of a foundation element in the well by filling with a filler. To prevent this, the drilling element must be pulled intermittently out of the borehole to remove soil material. This is time consuming.
Der Erfindung liegt die Aufgabe zugrunde, eine Bohrvorrichtung und ein Bohrverfahren anzugeben, mit denen Bohrlöcher mittels Endlosschneckenbohrern auch über die Länge des Endlosschneckenbohrers hinaus effizient und in guter Qualität hergestellt werden können.The invention has for its object to provide a drilling apparatus and a drilling method with which boreholes can be produced by means of endless screw augers also over the length of the endless screw auger out efficiently and in good quality.
Die Aufgabe wird nach der Erfindung durch eine Bohrvorrichtung mit den Merkmalen des Anspruchs 1 und durch ein Bohrverfahren mit den Merkmalen des Anspruchs 11 gelöst. Bevorzugte Ausführungsformen sind in den jeweils abhängigen Ansprüchen angegeben.The object is achieved according to the invention by a drilling apparatus having the features of claim 1 and by a drilling method having the features of claim 11. Preferred embodiments are given in the respective dependent claims.
Die erfindungsgemäße Bohrvorrichtung ist dadurch gekennzeichnet, dass zwischen dem Endlosschneckenbohrer und der Verlängerung ein Verdrängerkopf angeordnet ist.The drilling device according to the invention is characterized in that a displacer head is arranged between the endless screw auger and the extension.
Bei einem Abteufen des Bohrloches über die Länge des Endlosschneckenbohrers hinaus wird das nach oben geförderte Bodenmaterial unmittelbar oberhalb des Endlosschneckenbohrers durch den Verdrängerkopf seitlich in die Bohrlochwandung verdrängt. Es kann sich somit kein Bodenmaterial mehr innerhalb des Bohrloches ansammeln und zu einer Verblockung führen. Vielmehr wird das Bodenmaterial durch den Verdrängerkopf seitlich verdrängt, wobei in positiver Weise die Bohrlochwandung verdichtet und zusätzlich stabilisiert wird. Dies verbessert die Stabilität und Qualität des Bohrloches und es wird einem Einbrechen des Bohrloches aktiv entgegengewirkt. Auf diese Weise kann mit der erfindungsgemäßen Bohrvorrichtung über die Länge des Endlosschneckenbohrers hinaus das Bohrloch in einem Zug abgeteuft werden, bis auch das Ende der Verlängerung erreicht ist. Dies beschleunigt das Erstellen eines Bohrloches mit größeren Tiefen erheblich und die Menge eines abzutransportierenden Aushubs wird zudem verringert.When drilling down the borehole beyond the length of the endless screw auger, the upwardly conveyed soil material is displaced laterally into the borehole wall directly above the endless auger borer by the displacer head. Thus, no soil material can accumulate within the wellbore and lead to a blockage. Rather, the soil material is laterally displaced by the displacer head, wherein the borehole wall is compressed in a positive manner and additionally stabilized. This improves the stability and quality of the borehole and actively counteracts penetration of the borehole. In this way, with the boring device according to the invention over the length of the endless screw auger out the hole can be sunk in one go, until the end of the extension is reached. This significantly speeds up the creation of a wellbore with greater depths and also reduces the amount of excavation to be removed.
Grundsätzlich kann die Verlängerung beliebig gestaltet sein. Insbesondere kann die Verlängerung eine Teleskopstange oder eine aus mehreren Segmenten zusammengesetzte Stange sein. Besonders bevorzugt ist es nach der Erfindung, dass die Verlängerung als eine Kellystange mit Mitnehmerleisten an ihrer Außenseite ausgebildet ist. Die Mitnehmerleisten an der Außenseite der zumeist einteiligen Stange stehen mit entsprechenden Mitnehmern einer Abtriebseinrichtung des Bohrantriebes in Wirkverbindung, um ein Drehmoment vom Bohrantrieb auf die Verlängerung zu übertragen. Die Mitnehmerleisten sind parallel zur Bohrachse angeordnet, so dass diese eine axiale Verschiebbarkeit durch den ringförmig ausgestalteten Bohrantrieb erlauben. Zur Übertragung von Axialkräften vom Bohrantrieb auf die Verlängerung können zudem sogenannte Verriegelungstaschen mit quer gerichteten Leistenabschnitten vorgesehen sein.In principle, the extension can be designed as desired. In particular, the extension may be a telescopic rod or a rod composed of several segments. It is particularly preferred according to the invention that the extension is designed as a Kelly bar with entrainment strips on its outer side. The entrainment on the outside of the usually one-piece rod are in operative connection with corresponding drivers of a driven device of the drill drive to transmit torque from the drill drive to the extension. The entrainment strips are arranged parallel to the drilling axis, so that they allow axial displaceability through the annular drive drill. For the transmission of axial forces from the drill drive to the extension also so-called locking pockets can be provided with transversely directed strip portions.
Zur Erreichung besonders großer Bohrtiefen ist es erfindungsgemäß, dass die Länge des Endlosschneckenbohrers etwa der Länge des Mastes oder eines maximalen Verfahrweges des Bohrantriebes entspricht. Auf diese Weise kann zunächst der maximale Hub des Bohrantriebes, welcher verschiebbar entlang des Mastes ist, ausgenutzt werden. Auf diese Weise kann zunächst ein Bohrloch mit einer Tiefe entsprechend der Länge des Endlosschneckenbohrers effizient erstellt werden.In order to achieve particularly large drilling depths, it is inventively that the length of the endless screw auger corresponds approximately to the length of the mast or a maximum travel of the drill drive. In this way, first the maximum stroke of the drill drive, which is displaceable along the mast, be exploited. In this way, first, a wellbore having a depth corresponding to the length of the endless screwdriver can be efficiently created.
Für die Erstellung eines Gründungselementes ist es erfindungsgemäß vorteilhaft, dass der Endlosschneckenbohrer und/oder die Verlängerung ein hohles Seelenrohr aufweist. Über das hohle Seelenrohr kann so Füllgut, insbesondere eine aushärtbare Suspension, etwa Beton, nach Abteufen des Bohrloches unmittelbar durch das Bohrelement eingeleitet werden. Hierzu sind am unteren Ende des Endlosschneckenbohrers ein oder mehrere Austrittsöffnungen vorgesehen. Somit kann mit dem Zurückziehen des Endlosschneckenbohrers aus dem Bohrloch gleichzeitig das Bohrloch von unten her verfüllt werden.For the creation of a foundation element, it is advantageous according to the invention that the endless screw drill and / or the extension has a hollow core tube. About the hollow core tube so contents, in particular a curable suspension, such as concrete, can be introduced immediately after drilling the hole through the drilling element. For this purpose, one or more outlet openings are provided at the lower end of the endless screw auger. Thus, with the retraction of the endless auger from the borehole at the same time the borehole be filled from below.
An dem erfindungsgemäßen Bohrelement können verschiedenste Verdrängerköpfe zum Einsatz kommen. So können rotationssymmetrische Verdrängerköpfe, zur Bohrachse exzentrische Verdrängerköpfe oder sonstige Verdrängerköpfe zwischen der Verlängerung und dem Endlosschneckenbohrer zum Einsatz kommen.Various displacement heads can be used on the drilling element according to the invention. Thus, rotationally symmetrical displacement heads, eccentric displacement heads or other displacer heads between the extension and the endless screw drill can be used for the drilling axis.
Besonders bevorzugt ist es nach der Erfindung, dass der Verdrängerkopf einen zylindrischen Verdrängerabschnitt aufweist, dessen Durchmesser etwa dem Bohrdurchmesser entspricht. Der Bohrdurchmesser wird dabei durch den Außendurchmesser der Bohrwendeln am Endlosschneckenbohrer beziehungsweise durch entsprechende radiale Schneidkanten am unteren Ende des Endlosschneckenbohrers vorgegeben. Der Verdrängerabschnitt kann dabei geringfügig kleiner oder auch größer als dieser Bohrdurchmesser sein, abhängig von den Bodeneigenschaften. Ein gleicher Durchmesser ist vorteilhaft, da dies sowohl das Einfahren des Verdrängerkopfes in das Bohrloch als auch das Herausziehen des Endlosschneckenbohrers aus dem Bohrloch vereinfacht.It is particularly preferred according to the invention that the displacer head has a cylindrical displacer portion, whose diameter corresponds approximately to the bore diameter. The bore diameter is determined by the outer diameter of the drill helices on the endless screw drill or by corresponding radial cutting edges at the lower end of the endless screw auger. The displacer section may be slightly smaller or larger than this drill diameter, depending on the soil properties. An equal diameter is advantageous because it facilitates both retraction of the displacer head into the wellbore and extraction of the auger bit from the wellbore.
Erfindungsgemäß ist es dabei vorteilhaft, dass der Verdrängerkopf einen unteren Konusabschnitt aufweist, dessen Durchmesser sich von dem Durchmesser eines Mittenrohres des Endlosschneckenbohrers nach oben zum Durchmesser des Verdrängerabschnitts aufweitet. Hierdurch kann ein allmähliches Einarbeiten des nach oben zum Verdrängerkopf geförderten Bodenmaterials in die Bohrlochwandung erreicht werden. Auch wird das Einführen des Verdrängerkopfes in das Bohrloch erleichtert.According to the invention, it is advantageous that the displacer head has a lower cone section, the diameter of which widens upwards from the diameter of a center tube of the endless screw auger to the diameter of the displacer section. In this way, a gradual incorporation of the promoted up to the displacer head soil material can be achieved in the borehole wall. Also, the insertion of the displacer head is facilitated in the borehole.
Dies wird nach der Erfindung noch dadurch verbessert, dass an dem unteren Konusabschnitt eine untere Wendel angeordnet ist, durch welche Bodenmaterial beim Bohren nach oben zum Verdrängerabschnitt förderbar ist. Diese untere Wendel erstreckt sich somit auf der konusförmigen Außenfläche des Verdrängerabschnitts und hat dieselbe Förderrichtung der Förderwendel des Endlosschneckenbohrers.This is further improved according to the invention in that a lower helix is arranged on the lower cone section, through which soil material can be conveyed upwards to the displacer section during drilling. This lower helix thus extends on the conical outer surface of the displacer section and has the same conveying direction of the conveying helix of the endless screw auger.
Zudem ist es erfindungsgemäß, dass der Verdrängerkopf einen oberen Konusabschnitt aufweist, dessen Durchmesser sich vom Durchmesser des Verdrängerabschnitts nach oben zur Verlängerung hin verjüngt. Diese Anordnung erlaubt, dass auch von oben auf den Verdrängerkopf fallendes Material in die Verdrängungszone des Verdrängerabschnittes geleitet werden kann.In addition, it is according to the invention that the displacer head has an upper cone section whose diameter tapers from the diameter of the displacer section upwards for extension. This arrangement allows that even from the top up the displacer falling material can be passed into the displacement zone of the displacer.
Dieser Effekt wird erfindungsgemäß noch dadurch verstärkt, dass an dem oberen Konusabschnitt eine obere Wendel angeordnet ist, durch welche Bodenmaterial beim Bohren nach unten zum Verdrängerabschnitt förderbar ist. Diese Wendel hat also eine umgekehrte Steigung im Vergleich zu den Wendeln des Endlosschneckenbohrers oder der Wendel am unteren Konusabschnitt. Die obere Wendel fördert aktiv von oben herabfallendes Bodenmaterial der Zone des Verdrängerabschnittes zu.This effect is further enhanced according to the invention in that an upper coil is arranged at the upper cone section, through which soil material can be conveyed downwards to the displacement section during drilling. Thus, this helix has a reverse pitch compared to the helical auger helix or helix helix at the bottom cone section. The upper coil actively promotes falling from above soil material of the zone of the displacer section.
Eine bevorzugte Ausführungsform der Erfindung besteht weiter darin, dass der Verdrängerabschnitt und/oder mindestens einer der Konusabschnitte mit Verdrängerelementen belegt sind. Die Verdrängerelemente können aufgeschweißte Leisten oder bogensegmentförmige Elemente sein, welche das Eindrücken oder Einarbeiten des Bodenmaterials in die Bohrlochwand verbessern. Gleichzeitig können die Verdrängerelemente als Verschleißteile dienen, welche bei stärkerer Abarbeitung ohne weiteres austauschbar sind.A preferred embodiment of the invention further consists in that the displacer section and / or at least one of the cone sections are covered with displacer elements. The displacers may be welded bars or arc segment-shaped elements which enhance the impressing or incorporation of the soil material into the borehole wall. At the same time, the displacement elements can serve as wear parts, which are readily interchangeable with heavy processing.
Das erfindungsgemäße Bohrverfahren ist dadurch gekennzeichnet, dass in einem ersten Bohrschritt bis zu einer ersten Bohrtiefe, welche der Länge des Endlosschneckenbohrers entspricht, durch den Endlosschneckenbohrer Bodenmaterial an die Oberfläche gefördert wird, und dass in einem zweiten Bohrschritt ab der ersten Bohrtiefe von dem Endlosschneckenbohrer Bohrmaterial dem Verdrängerkopf zugeführt wird, durch welchen Bodenmaterial in eine Bohrlochwandung verdrängt wird.The drilling method according to the invention is characterized in that in a first drilling step up to a first drilling depth, which corresponds to the length of the endless screw drill, soil material is conveyed to the surface by the endless screw drill, and that in a second drilling step from the first drilling depth of the endless screw drill drilling material Displacer is supplied through which soil material is displaced into a borehole wall.
Mit diesem erfindungsgemäßen Verfahren werden die zuvor beschriebenen Vorteile hinsichtlich Abteufens des Bohrloches über die Länge des Endlosschneckenbohrers hinaus, Stabilisierung der Bohrlochwandung und Vermeidung von Aushub erreicht. Das Bohrloch kann mit diesem Bohrverfahren in einem Zug oder in mehreren Schritten intermittierend erstellt werden, wobei das Bohrelement zu bestimmten Zeit- oder Tiefenabschnitten rückgezogen wird. Hierdurch kann durch das mehrmalige Überfahren der Bohrlochwandung mit dem Verdrängerkopf eine besonders gute Stabilisierung der Bohrlochwandung erreicht werden.This method according to the invention achieves the above-described advantages in terms of drilling down the borehole over the length of the endless screw auger, stabilizing the borehole wall and avoiding excavation. The wellbore can be intermittently created in one go or in multiple steps using this drilling method, with the drill bit withdrawn at certain time or depth sections. As a result, a particularly good stabilization of the borehole wall can be achieved by repeatedly traversing the borehole wall with the displacer head.
Zum Herstellen eines Gründungselementes ist es nach der Erfindung bevorzugt, dass nach Erreichen der endgültigen Bohrtiefe in das Bohrloch Füllmaterial eingeleitet wird, welches das Gründungselement bildet. Das Füllmaterial kann ein Trockenmaterial, etwa Sand, Kalk oder Ähnliches oder eine aushärtbare Suspension, insbesondere eine Betonmasse, sein. Das Füllmaterial wird dabei vorzugsweise durch ein mittiges Seelenrohr des Endlosschneckenbohrers in das Bohrloch eingeleitet.For producing a foundation element, it is preferred according to the invention for filling material to be introduced into the borehole after the final drilling depth has been reached, which forms the foundation element. The filler may be a dry material, such as sand, lime or the like or a curable suspension, in particular a concrete mass. The filler material is preferably introduced through a central core tube of the endless screw auger into the wellbore.
Die Erfindung wird nachfolgend anhand von bevorzugten Ausführungsbeispielen weiter erläutert, welche schematisch in den beigefügten Zeichnungen dargestellt sind. In den Zeichnungen zeigen:
- Fig. 1
- eine schematische Seitenansicht einer erfindungsgemäßen Bohrvorrichtung zu Beginn des erfindungsgemäßen Bohrverfahrens;
- Fig. 2
- eine schematische Seitenansicht der Bohrvorrichtung von
Fig. 1 bei Abschluss des ersten Bohrschrittes; - Fig. 3
- eine schematische Seitenansicht der Vorrichtung von
Fig. 1 und Fig. 2 im zweiten Bohrschritt; - Fig. 4
- eine schematische Teildarstellung der erfindungsgemäßen Bohrvorrichtung während des ersten Bohrschrittes; und
- Fig. 5
- eine schematische Teilansicht der erfindungsgemäßen Bohrvorrichtung während des zweiten Bohrschrittes.
- Fig. 1
- a schematic side view of a drilling device according to the invention at the beginning of the drilling method according to the invention;
- Fig. 2
- a schematic side view of the drilling device of
Fig. 1 upon completion of the first drilling step; - Fig. 3
- a schematic side view of the device of
Fig. 1 and Fig. 2 in the second drilling step; - Fig. 4
- a schematic partial view of the drilling device according to the invention during the first drilling step; and
- Fig. 5
- a schematic partial view of the drilling device according to the invention during the second drilling step.
In den
Entlang des Mastes 12 ist ein Schlitten 18 in bekannter Weise über einen Seilzugmechanismus verschiebbar gelagert. An dem Schlitten 18 ist ein ringförmiger Bohrantrieb 16 zum Antreiben des stangenförmigen Bohrelementes 20 vorgesehen. Das Bohrelement 20 umfasst in seinem unteren Bereich einen sogenannten Endlosschneckenbohrer 22, welcher aus einem Mittenrohr oder einem Seelenrohr 24 gebildet ist, an dessen Außenseite sich über die nahezu gesamte Länge eine Förderwendel 26 erstreckt. Am unteren Ende des Endlosschneckenbohrers 22 ist in bekannter Weise eine Schneideinrichtung 28 ausgebildet, welche Bodenmaterial abträgt.Along the
Die Länge des Endlosschneckenbohrers 22 ist an die Länge des Mastes 12 angepasst und entspricht in etwa der Länge des Mastes 12. In dem dargestellten Ausführungsbeispiel weist der Mast eine Länge von etwa 20 m auf, während die Länge des Endlosschneckenbohrers etwa 15 m beträgt. Die etwas kürzere Länge des Endlosschneckenbohrers 22 gegenüber der Länge des Mastes 12 ist im Wesentlichen durch die Größe und Erstreckung des Bohrantriebes 16 mit dem Schlitten 18 bedingt.The length of the
Am oberen Ende des Endlosschneckenbohrers 22 unterhalb des Bohrantriebes 16 ist ein Verdrängerkopf 40 angeschlossen, welcher nachfolgend im Zusammenhang mit den
In einem ersten Bohrschritt gemäß
In diesem zweiten Bohrabschnitt kann das abgearbeitete Bodenmaterial von den Förderwendeln 26 des Endlosschneckenbohrers 22 nicht mehr bis zur Oberfläche gefördert werden. Damit es im Bereich der nunmehr in das Bohrloch 6 eingefahrenen stangenförmigen Verlängerung 30 keine Verblockung gibt, wird dieses abgearbeitete Bodenmaterial in erfindungsgemäßer Weise durch den Verdrängerkopf 40 seitlich in die Bohrlochwandung verdrängt. Nach Abschluss des zweiten Bohrschrittes, bei dem die stangenförmige Verlängerung gemäß
In
Am oberen Ende des mittigen Seelenrohres 24 des Endlosschneckenbohrers 22 ist eine Rohrverbindung 25 angeordnet, an welchem der hier nicht dargestellte Verdrängerkopf 40 drehfest angekoppelt wird.At the upper end of the
Nach Abschluss des ersten Bohrschrittes, wenn der maximale Verfahrweg des Bohrantriebes 16 erreicht ist und der Endlosschneckenbohrer 22 mit seiner gesamten Länge in den Boden 2 eingefahren ist, wird gemäß
Der Verdrängerkopf 40 weist in dem bevorzugten Ausführungsbeispiel einen etwa mittigen, zylindrischen Verdrängerabschnitt 42 auf, an dessen Außenseite leistenförmige Verdrängerelemente 44 angeordnet sind. Unterhalb des Verdrängerabschnittes 42 ist ein unterer Konusabschnitt 46 angeordnet, der an seiner Außenseite mit einer unteren Wendel 48 versehen ist. Die untere Wendel 48 dient zum Fördern des abgearbeiteten Bodenmaterials 4 in den Bereich des Verdrängerabschnittes 42.In the preferred exemplary embodiment, the
Der umgekehrt kegelförmige untere Konusabschnitt 46 ist über die Rohrverbindung 25 drehfest mit dem Endlosschneckenbohrer 22 verbunden. Dabei erweitert sich der Durchmesser des unteren Konusabschnittes 46 von dem Durchmesser des Seelenrohres 24 kontinuierlich zum Durchmesser des zylindrischen Verdrängerabschnittes 42.The reverse conical lower cone portion 46 is rotatably connected via the pipe joint 25 with the
In umgekehrter Weise ist oberhalb des Verdrängerabschnittes 42 ein oberer Konusabschnitt 50 mit einer oberen Wendel 52 angeordnet. Die obere Wendel 52 hat eine entgegengesetzte Förderrichtung zur unteren Wendel 48, so dass bei der üblichen Bohrdrehrichtung Bodenmaterial von der oberen Wendel 52 nach unten zum mittigen Verdrängerabschnitt 42 gefördert wird.In the reverse manner, an
Der obere Konusabschnitt 50 weist eine regelmäßige Kegelform auf, dessen Durchmesser sich vom Durchmesser des Verdrängerabschnittes 42 gleichmäßig nach oben bis etwa zum Durchmesser der stangenförmigen Verlängerung 30 verjüngt. Die stangenförmige Verlängerung 30 ist über eine obere Rohrverbindung drehfest mit dem Verdrängerkopf 40 verbunden.The
Claims (12)
dass zwischen dem Endlosschneckenbohrer (22) und der Verlängerung (30) ein Verdrängerkopf (40) angeordnet ist.Drilling device with
in that a displacement head (40) is arranged between the endless screw drill (22) and the extension (30).
dadurch gekennzeichnet,
dass die Verlängerung (30) als eine Kellystange mit Mitnehmerleisten (32) an ihrer Außenseite ausgebildet ist.Drilling device according to claim 1,
characterized,
in that the extension (30) is designed as a Kelly bar with entrainment strips (32) on its outer side.
dadurch gekennzeichnet,
dass die Länge des Endlosschneckenbohrers (22) etwa der Länge des Mastes (12) oder eines maximalen Verfahrweges des Bohrantriebes (16) entspricht.Drilling device according to claim 1 or 2,
characterized,
that the length of the endless screw drill (22) corresponds approximately to the length of the mast (12) or a maximum travel of the drill drive (16).
dadurch gekennzeichnet,
dass der Endlosschneckenbohrer (22) und/oder die Verlängerung (30) ein hohles Seelenrohr (24) aufweisen.Drilling device according to one of claims 1 to 3,
characterized,
in that the endless screw drill (22) and / or the extension (30) have a hollow core tube (24).
dadurch gekennzeichnet,
dass der Verdrängerkopf (40) einen zylindrischen Verdrängerabschnitt (42) aufweist, dessen Durchmesser etwa dem Bohrdurchmesser entspricht.Drilling device according to one of claims 1 to 4,
characterized,
in that the displacer head (40) has a cylindrical displacer section (42) whose diameter corresponds approximately to the drill diameter.
dadurch gekennzeichnet,
dass der Verdrängerkopf (40) einen unteren Konusabschnitt (46) aufweist, dessen Durchmesser sich vom Durchmesser eines Mittenrohres des Endlosschneckenbohrers (22) nach oben zum Durchmesser des Verdrängerabschnittes (42) aufweitet.Drilling device according to claim 5,
characterized,
in that the displacer head (40) has a lower cone section (46) whose diameter widens upwards from the diameter of a center tube of the endless screw auger (22) to the diameter of the displacer section (42).
dadurch gekennzeichnet,
dass an dem unteren Konusabschnitt (46) eine untere Wendel (48) angeordnet ist, durch welche Bodenmaterial (4) beim Bohren nach oben zum Verdrängerabschnitt (42) förderbar ist.Drilling device according to claim 6,
characterized,
in that a lower coil (48) is arranged on the lower cone section (46), through which bottom material (4) can be conveyed during drilling upwards to the displacement section (42).
dadurch gekennzeichnet,
dass der Verdrängerkopf (40) einen oberen Konusabschnitt (50) aufweist, dessen Durchmesser sich vom Durchmesser des Verdrängerabschnittes (42) nach oben zur Verlängerung (30) hin verjüngt.Drilling device according to one of claims 5 to 7,
characterized,
in that the displacer head (40) has an upper cone section (50) whose diameter tapers from the diameter of the displacer section (42) upwards to the extension (30).
dadurch gekennzeichnet,
dass an dem oberen Konusabschnitt (50) eine obere Wendel (52) angeordnet ist, durch welche Bohrmaterial (4) beim Bohren nach unten zum Verdrängerabschnitt (42) förderbar ist.Drilling device according to claim 8,
characterized,
in that an upper coil (52) is arranged on the upper cone section (50) through which drilling material (4) can be conveyed downwards to the displacement section (42) during drilling.
dadurch gekennzeichnet,
dass der Verdrängerabschnitt (42) und/oder mindestens einer der Konusabschnitte (46, 50) mit Verdrängerelementen (44) belegt ist.Drilling device according to one of claims 5 to 9,
characterized,
in that the displacer section (42) and / or at least one of the cone sections (46, 50) is covered with displacement elements (44).
bei dem ein Bohrelement (20) mittels eines Bohrantriebes (16) drehend angetrieben und entlang eines Mastes (12) verfahren wird, wobei das Bohrelement (20) einen Endlosschneckenbohrer (22), der unterhalb des Bohrantriebes (16) angeordnet ist, und eine Verlängerung (30) aufweist, welche mit dem Endlosschneckenbohrer (22) verbunden ist und sich nach oben durch den Bohrantrieb (16) hindurch erstreckt,
dadurch gekennzeichnet,
dass in einem ersten Bohrschritt bis zu einer ersten Bohrtiefe, welche etwa der Länge des Endlosschneckenbohrers (22) entspricht, durch den Endlosschneckenbohrer (22) Bodenmaterial (4) an die Oberfläche (3) gefördert wird, und
dass in einem zweiten Bohrschritt ab der ersten Bohrtiefe von dem Endlosschneckenbohrer (22) Bodenmaterial (4) dem Verdrängerkopf (40) zugeführt wird, durch welchen das Bodenmaterial (4) in eine Bohrlochwandung (7) verdrängt wird.Drilling method, in particular with a drilling device (10) according to one of claims 1 to 10,
in which a drilling element (20) is rotationally driven by means of a drilling drive (16) and moved along a mast (12), the drilling element (20) comprising an endless screw drill (22) disposed below the drilling drive (16) and an extension (30) connected to the endless screw drill (22) and extending upwardly through the drill drive (16),
characterized,
that in a first drilling step up to a first drilling depth which corresponds approximately to the length of the continuous screw auger (22) through which continuous screw auger (22) soil material (4) is conveyed to the surface (3), and
that in a second drilling step starting from the first drilling depth of the endless screw drill (22) soil material (4) is supplied to the displacer head (40), through which the soil material (4) in a borehole wall (7) is displaced.
dadurch gekennzeichnet,
dass ein Bohrloch (6) mit dem Bohrverfahren nach Anspruch 11 hergestellt wird und
dass nach Erreichen der endgültigen Bohrtiefe in das Bohrloch (6) Füllmaterial eingeleitet wird, welches das Gründungselement bildet.Method for producing a foundation element,
characterized,
that a borehole (6) is produced by the drilling method according to claim 11 and
that after reaching the final drilling depth in the borehole (6) filling material is introduced, which forms the foundation element.
Priority Applications (12)
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PT08010846T PT2133507E (en) | 2008-06-13 | 2008-06-13 | Drilling device and drilling method |
PL08010846T PL2133507T3 (en) | 2008-06-13 | 2008-06-13 | Drilling device and drilling method |
EP08010846A EP2133507B1 (en) | 2008-06-13 | 2008-06-13 | Drilling device and drilling method |
DE502008002811T DE502008002811D1 (en) | 2008-06-13 | 2008-06-13 | Drilling device and drilling method |
ES08010846T ES2359754T3 (en) | 2008-06-13 | 2008-06-13 | DRILLING DEVICE AND DRILLING PROCEDURE. |
AT08010846T ATE501337T1 (en) | 2008-06-13 | 2008-06-13 | DRILLING APPARATUS AND DRILLING METHOD |
SG200903730-0A SG158018A1 (en) | 2008-06-13 | 2009-06-02 | Drilling rig and drilling method |
MX2009005858A MX2009005858A (en) | 2008-06-13 | 2009-06-03 | Drilling rig and drilling method. |
US12/457,343 US8322458B2 (en) | 2008-06-13 | 2009-06-08 | Drilling rig and drilling method |
CN2009101493895A CN101603411B (en) | 2008-06-13 | 2009-06-12 | Drilling rig and drilling method |
BRPI0902000-4A BRPI0902000A2 (en) | 2008-06-13 | 2009-06-15 | drilling device and process |
JP2009142209A JP4980394B2 (en) | 2008-06-13 | 2009-06-15 | Drilling rig |
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EP08010846A EP2133507B1 (en) | 2008-06-13 | 2008-06-13 | Drilling device and drilling method |
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EP2133507B1 EP2133507B1 (en) | 2011-03-09 |
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EP08010846A Not-in-force EP2133507B1 (en) | 2008-06-13 | 2008-06-13 | Drilling device and drilling method |
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EP (1) | EP2133507B1 (en) |
JP (1) | JP4980394B2 (en) |
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US9995087B2 (en) * | 2012-01-19 | 2018-06-12 | Frankie A. R. Queen | Direct torque helical displacement well and hydrostatic liquid pressure relief device |
US9366084B2 (en) * | 2012-01-19 | 2016-06-14 | Frankie A. R. Queen | Direct torque helical displacement well and hydrostatic liquid pressure relief device |
ITTO20120405A1 (en) * | 2012-05-07 | 2013-11-08 | Soilmec Spa | EXCAVATION POINT FOR A PROPELLER OF A TERRAIN EXCAVATION ASSEMBLY, IN PARTICULAR FOR THE CONSTRUCTION OF EXCAVATED POLES, AND PERFORATION PROCEDURE THAT USES SUCH A TIP. |
CN106150353A (en) * | 2015-04-08 | 2016-11-23 | 温州长城基础工程有限公司 | Hollow vibration hammer long-spiral drilling machine and construction method thereof under unit head in one |
CN107143288B (en) * | 2017-07-13 | 2023-07-21 | 广东水电二局股份有限公司 | Drilling tool constraint and dregs isolation device |
CN108206484B (en) * | 2017-11-15 | 2019-10-25 | 新沂市合沟工业集中区建设发展有限公司 | A kind of power cable installation equipment |
CN110685589B (en) * | 2019-09-19 | 2020-11-24 | 温州博辉新材料科技有限公司 | Inner wall expands puncher for municipal works of tamping |
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2008
- 2008-06-13 DE DE502008002811T patent/DE502008002811D1/en active Active
- 2008-06-13 ES ES08010846T patent/ES2359754T3/en active Active
- 2008-06-13 PT PT08010846T patent/PT2133507E/en unknown
- 2008-06-13 EP EP08010846A patent/EP2133507B1/en not_active Not-in-force
- 2008-06-13 PL PL08010846T patent/PL2133507T3/en unknown
- 2008-06-13 AT AT08010846T patent/ATE501337T1/en active
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2009
- 2009-06-02 SG SG200903730-0A patent/SG158018A1/en unknown
- 2009-06-03 MX MX2009005858A patent/MX2009005858A/en active IP Right Grant
- 2009-06-08 US US12/457,343 patent/US8322458B2/en not_active Expired - Fee Related
- 2009-06-12 CN CN2009101493895A patent/CN101603411B/en not_active Expired - Fee Related
- 2009-06-15 JP JP2009142209A patent/JP4980394B2/en not_active Expired - Fee Related
- 2009-06-15 BR BRPI0902000-4A patent/BRPI0902000A2/en not_active IP Right Cessation
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
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GB2070668A (en) * | 1980-02-25 | 1981-09-09 | Hollandsche Betongroep Nv | Auger for the manufacturing of concrete foundation piles |
EP0228138A2 (en) * | 1985-12-31 | 1987-07-08 | Gaspar Jozef Coelus | Process for placing a concrete pile in the ground and a screw drill and casing to be used in the process |
DE4220976C1 (en) * | 1992-06-26 | 1993-07-15 | Delmag Maschinenfabrik Reinhold Dornfeld Gmbh & Co, 7300 Esslingen, De | |
US6033152A (en) * | 1997-04-11 | 2000-03-07 | Berkel & Company Contractors, Inc. | Pile forming apparatus |
EP1041240A2 (en) * | 1999-03-30 | 2000-10-04 | Showa Kensho Co., Ltd. | Auger drill |
DE60102255T2 (en) | 2000-04-11 | 2005-03-10 | Compagnie Du Sol | Device for the production of bored piles |
EP1614853A2 (en) * | 2004-07-06 | 2006-01-11 | SOILMEC S.p.A. | Telescoping auger drill |
EP1614853B1 (en) | 2004-07-06 | 2007-08-22 | SOILMEC S.p.A. | Telescoping auger drill |
Also Published As
Publication number | Publication date |
---|---|
JP2009299459A (en) | 2009-12-24 |
DE502008002811D1 (en) | 2011-04-21 |
CN101603411A (en) | 2009-12-16 |
US8322458B2 (en) | 2012-12-04 |
SG158018A1 (en) | 2010-01-29 |
EP2133507B1 (en) | 2011-03-09 |
PL2133507T3 (en) | 2011-09-30 |
ATE501337T1 (en) | 2011-03-15 |
MX2009005858A (en) | 2010-01-15 |
JP4980394B2 (en) | 2012-07-18 |
ES2359754T3 (en) | 2011-05-26 |
CN101603411B (en) | 2013-11-06 |
US20090317194A1 (en) | 2009-12-24 |
PT2133507E (en) | 2011-04-18 |
BRPI0902000A2 (en) | 2010-04-13 |
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