EP1119687B1 - Jacket tube for a drilling and anchoring device - Google Patents

Jacket tube for a drilling and anchoring device Download PDF

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Publication number
EP1119687B1
EP1119687B1 EP99948589A EP99948589A EP1119687B1 EP 1119687 B1 EP1119687 B1 EP 1119687B1 EP 99948589 A EP99948589 A EP 99948589A EP 99948589 A EP99948589 A EP 99948589A EP 1119687 B1 EP1119687 B1 EP 1119687B1
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EP
European Patent Office
Prior art keywords
jacket tube
expanded metal
cladding tube
elements
drill bit
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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.)
Expired - Lifetime
Application number
EP99948589A
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German (de)
French (fr)
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EP1119687A1 (en
Inventor
Josef Mocivnik
Karl BÖHM
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Alwag Tunnelausbau GmbH
Original Assignee
Alwag Tunnelausbau GmbH
Techmo Entwicklungs und Vertriebs GmbH
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Application filed by Alwag Tunnelausbau GmbH, Techmo Entwicklungs und Vertriebs GmbH filed Critical Alwag Tunnelausbau GmbH
Priority to AT99948589T priority Critical patent/ATE245762T1/en
Publication of EP1119687A1 publication Critical patent/EP1119687A1/en
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Publication of EP1119687B1 publication Critical patent/EP1119687B1/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B17/00Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/0033Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts having a jacket or outer tube
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/0053Anchoring-bolts in the form of lost drilling rods

Definitions

  • the present invention relates to a cladding tube for a device for drilling holes and forming a Anchoring in soil or rock material, with the cladding tube with a drill pipe and / or a drill bit or a hammer drill is coupled and with its scope a plurality of through openings is formed as well after completion of the borehole or after insertion an anchor can be filled with a curable suspension is.
  • Devices for drilling, in particular for striking or Rotary impact drilling, and subsequent lining of holes in soil or rock material are in different Embodiments known. Hiebei will if necessary long hole or hole formed with the help of a drill bit, which on a drill pipe is stored, with a striking and / or rotating movement of the borehole is formed. To break in of material in which there may be a to avoid long length extending and / or post hole Completion of the drill liner is available To be able to pose, it was suggested, for example, to use a cladding tube surrounding the drill pipe, which is introduced during the drilling process.
  • an anchor After completion of the hole, for example, in an anchor is inserted into the cladding tube or the drill pipe find immediate use as an anchor and a rapidly setting suspension to solidify the surrounding Material are introduced.
  • a device with a cladding tube of the aforementioned can be found, for example, in WO 98/21439, in which a method and device for drilling and lining is revealed by holes.
  • surrounding cladding tube becomes an annular space between the cladding tube and the outer circumference of the drill pipe provided, for example in the area immediately adjacent to the drill bit at least one passage opening is essentially completely walled Cladding tube is provided, via which degraded Material if necessary from the borehole to be produced removed and a hardenable suspension for anchoring can be spread into the surrounding material.
  • the present invention now aims to provide a cladding tube to create the type mentioned, in addition to a quick and easy lining of the borehole simultaneous introduction of a cladding tube later secure anchoring or additional reinforcement in one Cladding tube to be inserted or use as an anchor finding drill pipe when introducing a curable Suspension, which is at least partially in the Borehole surrounding material is deployed with more reliable Anchoring the cladding tube can be achieved.
  • the cladding tube according to the invention essentially characterized in that the cladding tube at least one with evenly distributed passage openings provided expanded metal element is formed, which at its ends connecting elements, in particular sleeves, for connection to the drill bit and / or others Has cladding tube elements.
  • Cladding tube formed from at least one expanded metal element is which with a variety of evenly over the circumference of distributed through openings is successful safe, large-scale application of the curable Suspension in the surrounding material after completion of the borehole for setting the anchor, so that a corresponding one secure anchoring of the anchor and the cladding tube is achievable.
  • the Cladding tube ensured from at least one expanded metal element, that the cladding tube is not a perfectly flat, has a smooth outer surface so that after insertion the curable suspension due to the inherent surface design of the expanded metal element or the inherent unevenness the anchoring effect of the surfaces of the expanded metal element in the surrounding material after curing the suspension is increased accordingly.
  • the passage openings of the expanded metal element essentially rhomboid or diamond-shaped Have contours.
  • Such rhomboid or diamond-shaped Contours of the passage openings will be above also ensured during the drilling process that the Through openings not of mined material, which usually an essentially rounded or spherical one Form, completely misplaced and blocked become.
  • the expanded metal element a has a lattice or wire mesh-like structure, whereby a correspondingly large, free passage area the one remaining between the individual passage openings Material cross section results in great elasticity when inserting while achieving an increased Reinforcement and anchoring effect after grouting and Curing of the suspension results.
  • the cladding tube is constructed in multiple layers, wherein between in radial direction on the inner and outer surfaces arranged, formed with through openings expanded metal elements a plastic tube is provided.
  • the connecting elements formed by sleeves a graded or with offset areas Have formed contour on which the inside and external expanded metal elements and the intermediate Plastic pipe can be fixed.
  • Fig. 1 is schematically 1 with a drill bit for training designated a borehole, the outer contour with 2 is indicated, wherein for driving the drill bit 1 is a schematic with 3 indicated drill pipe is used.
  • a cladding tube 6 is provided, the cladding tube 6, such as this can be seen particularly clearly from FIG. 2 Expanded metal elements is formed, which at their end regions for connection to the drill bit 1 or the impact shoe 5 as well as with neighboring cladding tube elements 6 each are formed with sleeve elements 7 and 8.
  • the sleeve elements 7, 8 can be used to achieve a corresponding one Plug or screw connection to be formed especially with large dimensions of a borehole corresponding extension of the cladding tube 6 similar to the extension to enable the drill pipe 3.
  • Such a cladding tube or expanded metal element 6 is hiebei clearly shown in Fig. 2, which can be seen is that the evenly distributed over the circumference Through openings of the expanded metal element formed cladding tube 6 essentially each rhomboid or diamond-shaped contours 9, so that overall for the surface of the cladding tube 6 a grid or mesh-like structure results.
  • FIG. 3 is a partial section through on an enlarged scale a modified embodiment of a schematically with 10 indicated cladding tube shown, the multilayer Cladding tube 10 from an external, again with a Large number of perforated expanded metal elements 11, an inside, provided with openings Expanded metal element 12 and an intermediate plastic tube or element 13 is formed.
  • the expanded metal elements 11 and 12 in turn have an education or Condition similar to that shown in Figs. 1 and 2 Expanded metal element 6 with a variety of rhomboid or diamond-shaped passage openings 9.
  • the intermediate plastic tube 13 with a reduced Number of openings formed, in Fig.
  • one of the openings 14 is indicated, which in the sense a valve effect a passage of subsequently to be applied Suspension only in the direction indicated by arrow 15 indicated direction allows. It is thus in the Fig. 3 illustrated embodiment ensures that after introduction of the suspension to form an anchor no moisture from the surrounding material or no water towards the drill string 3 or one penetrate anchor to be arranged instead of the drill pipe 3 can, so that a corrosion effect is avoided and such anchors, which have also been used for many years Well can remain, can be produced.
  • FIG. 3 10 finds a modified design of a sleeve 16 with stepped areas 17 use to the definition of the individual layers or elements 11, 12 and 13 to form the sandwich-like structure of the cladding tube 10 to enable.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Piles And Underground Anchors (AREA)
  • Earth Drilling (AREA)
  • Dowels (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

A jacket tube for a device for drilling holes and forming an anchorage in the earth or rock. The jacket tube is coupled with a drill pipe and/or a drill bit or a drill hammer and is configured with a plurality of through openings across its periphery. Once the borehole has been made, or after an anchor has been introduced, the jacket tube can be filled with a hardenable suspension. The jacket tube consists of at least one expanded metal element which has evenly distributed through openings and connecting elements, especially sleeves, at the ends for connecting to a drill bit and/or other jacket tube elements. The borehole is therefore easy to produce and the jacket tube can be anchored securely.

Description

Die vorliegende Erfindung bezieht sich auf ein Hüllrohr für eine Vorrichtung zum Bohren von Löchern und Ausbilden einer Verankerung in Boden- oder Gesteinsmaterial, wobei das Hüllrohr mit einem Bohrgestänge und/oder einer Bohrkrone bzw. einem Bohrhammer gekoppelt ist und über seinen Umfang mit einer Mehrzahl von Durchtrittsöffnungen ausgebildet ist sowie nach Fertigstellung des Bohrloches bzw. nach einem Einbringen eines Ankers mit einer aushärtbaren Suspension verfüllbar ist.The present invention relates to a cladding tube for a device for drilling holes and forming a Anchoring in soil or rock material, with the cladding tube with a drill pipe and / or a drill bit or a hammer drill is coupled and with its scope a plurality of through openings is formed as well after completion of the borehole or after insertion an anchor can be filled with a curable suspension is.

Vorrichtungen zum Bohren, insbesondere zum Schlag- oder Drehschlagbohren, und nachfolgenden Auskleiden von Löchern in Boden- oder Gesteinsmaterial sind in unterschiedlichen Ausführungsformen bekannt. Hiebei wird ein sich gegebenenfalls über große Längen erstreckendes Loch bzw. eine Bohrung mit Hilfe einer Bohrkrone ausgebildet, welche an einem Bohrgestänge gelagert ist, wobei durch eine schlagende und/oder drehende Bewegung das Bohrloch ausgebildet wird. Um ein Hereinbrechen von Material in das sich gegebenenfalls über eine große Länge erstreckende Bohrloch zu vermeiden und/oder nach Fertigstellung der Bohrung eine Auskleidung zur Verfügung stellen zu können, wurde hiebei beispielsweise vorgeschlagen, ein das Bohrgestänge umgebendes Hüllrohr zu verwenden, welches beim Bohrvorgang eingebracht wird.Devices for drilling, in particular for striking or Rotary impact drilling, and subsequent lining of holes in soil or rock material are in different Embodiments known. Hiebei will if necessary long hole or hole formed with the help of a drill bit, which on a drill pipe is stored, with a striking and / or rotating movement of the borehole is formed. To break in of material in which there may be a to avoid long length extending and / or post hole Completion of the drill liner is available To be able to pose, it was suggested, for example, to use a cladding tube surrounding the drill pipe, which is introduced during the drilling process.

Nach der Fertigstellung der Bohrung kann beispielsweise in das Hüllrohr ein Anker eingebracht werden bzw. das Bohrgestänge unmittelbar als Anker Verwendung finden und eine rasch abbindende Suspension zum Verfestigen des umliegenden Materials eingebracht werden.After completion of the hole, for example, in an anchor is inserted into the cladding tube or the drill pipe find immediate use as an anchor and a rapidly setting suspension to solidify the surrounding Material are introduced.

Eine Vorrichtung mit einem Hüllrohr der eingangs genannten Art ist beispielsweise der WO 98/21439 zu entnehmen, worin ein Verfahren und eine Einrichtung zum Bohren und Auskleiden von Löchern geoffenbart ist. Durch ein ein Bohrgestänge, welches eine Bohrkorne beaufschlagt, umgebendes Hüllrohr wird ein Ringraum zwischen dem Hüllrohr und dem Außenumfang des Bohrgestänges zur Verfügung gestellt, wobei beispielsweise im unmittelbar an die Bohrkrone anschließenden Bereich wenigstens eine Durchtrittsöffnung im im wesentlichen vollwandigen Hüllrohr vorgesehen ist, über welche abgebautes Material gegebenenfalls aus dem herzustellenden Bohrloch entfernt und für eine Verankerung eine aushärtbare Suspension in das umliegende Material ausgebracht werden kann.A device with a cladding tube of the aforementioned The type can be found, for example, in WO 98/21439, in which a method and device for drilling and lining is revealed by holes. Through a drill pipe, which acts on a drill bit, surrounding cladding tube becomes an annular space between the cladding tube and the outer circumference of the drill pipe provided, for example in the area immediately adjacent to the drill bit at least one passage opening is essentially completely walled Cladding tube is provided, via which degraded Material if necessary from the borehole to be produced removed and a hardenable suspension for anchoring can be spread into the surrounding material.

Anstelle eines Einbringens eines Hüllrohres gemeinsam mit der Ausbildung des Bohrloches sind darüber hinaus Verfahren bekannt geworden, bei welchen in zeitaufwendigen, mehrfachen Arbeitsschritten nach Fertigstellung des Bohrloches die Bohrkrone aus dem Bohrloch entfernt und anschließend ein Auskleidungs- bzw. Hüllrohr in das Bohrloch eingebracht wird. Hüllrohre bzw. hülsenförmige Einsätze für derartige Auskleidungen von Bohrlöchern sind hiebei beispielsweise der DE-B 21 33 593, der AT-B 329 487 oder der AT-B 262 196 zu entnehmen. Es ist einsichtig, daß eine derartige Vorgangsweise nur in denjenigen Fällen einsetzbar ist, in welchen ein Hereinbrechen von Material in das fertiggestellte Bohrloch mit Sicherheit ausgeschlossen werden kann, wobei darüber hinaus ein entsprechend vergrößerter Querschnitt gebohrt werden muß, um ein nachträgliches Einbringen des Auskleidungs- oder Hüllrohres zu ermöglichen. Um ein derartiges Auskleidungs- oder Hüllrohr mit großer Länge einbringen zu können, muß dieses Rohr wiederum mit einer relativ großen Wandstärke ausgebildet sein, um ein sicheres Einbringen zu ermöglichen, sodaß eine auf die Abmessungen des Hüllrohres abgestimmte Bohrkrone mit relativ großem Durchmesser eingesetzt werden muß.Instead of inserting a cladding tube together with the formation of the borehole is also a process become known, in which in time-consuming, multiple Steps after completion of the borehole Drill bit removed from the borehole and then a Lining or cladding tube inserted into the borehole becomes. Cladding tubes or sleeve-shaped inserts for such Linings of boreholes are here for example DE-B 21 33 593, AT-B 329 487 or AT-B 262 196 remove. It is understood that such an approach can only be used in those cases material breaking into the completed borehole can be excluded with certainty, being about also drilled a correspondingly enlarged cross section must be carried out to ensure that the lining or envelope tube. To such a thing Insert liner or cladding tube of great length can, this pipe must in turn with a relatively large Wall thickness should be designed to ensure safe insertion allow, so that on the dimensions of the cladding tube coordinated core bit with a relatively large diameter must become.

Für eine ordnungsgemäße Verankerung eines Ankers sowie des den Anker umgebenden Hüllrohres nach Ausbringen einer härtbaren Suspension ist jedoch darüber hinaus eine entsprechend stabile Verbindung mit dem umliegenden Material erforderlich, um ein unbeabsichtigtes Entfernen des Ankers bei einer entsprechenden Belastung mit Sicherheit vermeiden zu können. Hiebei ist bei den bekannten Ausführungsformen von Hüllrohren, wie beispielsweise der WO 98/21439, nachteilig, daß diese über eine im wesentlichen glatte Oberfläche verfügen, da sie üblicherweise aus Stahl- oder Kunststoffelementen gefertigt sind, sodaß selbst bei einem Einbringen einer Suspension über eine Mehrzahl von Durchtrittsöffnungen im Hüllrohr ein teilweise nur örtliches Eindringen der aushärtbaren Suspension in das umliegende Material ermöglicht wird und eine im wesentlichen glatte bzw. ebene Trennfläche zwischen der Suspension und den Außenoberflächen des Hüllrohres erzielt wird, sodaß die Verankerungswirkung insbesondere im Bereich des Hüllrohres teilweise stark beeinträchtigt ist.For the proper anchoring of an anchor and the the jacket surrounding the anchor after application of a hardenable However, suspension is also a corresponding one stable connection with the surrounding material required, to inadvertently remove the anchor to avoid a corresponding burden with certainty can. Hiebei is in the known embodiments of Cladding tubes, such as WO 98/21439, disadvantageous, that they have an essentially smooth surface, as they are usually made of steel or plastic elements are made, so that even with a contribution a suspension over a plurality of passage openings in the cladding tube a partially local penetration of the curable Allows suspension in the surrounding material and an essentially smooth or flat interface between the suspension and the outer surfaces of the cladding tube is achieved so that the anchoring effect in particular partially severely affected in the area of the cladding tube is.

Die vorliegende Erfindung zielt nun darauf ab, ein Hüllrohr der eingangs genannten Art zu schaffen, wobei neben einer schnellen und einfachen Auskleidung des Bohrloches durch gleichzeitiges Einbringen eines Hüllrohres nachträglich eine sichere Verankerung bzw. zusätzliche Bewehrung eines in das Hüllrohr einzubringenden Ankers bzw. eines als Anker Verwendung findenden Bohrgestänges bei Einbringen einer aushärtbaren Suspension, welche wenigstens teilweise in das das Bohrloch umgebende Material ausgebracht wird, bei zuverlässiger Verankerung des Hüllrohres erzielbar ist. Zur Lösung dieser Aufgaben ist das erfindungsgemäße Hüllrohr im wesentlichen dadurch gekennzeichnet, daß das Hüllrohr aus wenigstens einem mit gleichmäßig verteilten Durchtrittsöftnungen versehenen Streckmetallelement ausgebildet ist, welches an seinen Enden Verbindungselemente, insbesondere Muffen, zur Verbindung mit der Bohrkrone und/oder weiteren Hüllrohrelementen aufweist. Dadurch, daß erfindungsgemäß das Hüllrohr aus wenigstens einem Streckmetallelement ausgebildet ist, welches mit einer Vielzahl von gleichmäßig über den Umfang verteilten Durchtrittsöffnungen versehen ist, gelingt ein sicheres, großflächiges Ausbringen der aushärtbaren Suspension in das umgebende Material nach Fertigstellung des Bohrloches zum Setzen des Ankers, sodaß eine entsprechende sichere Verankerung des Ankers und des Hüllrohres erzielbar wird. Darüber hinaus ist durch die Ausbildung des Hüllrohres aus wenigstens einem Streckmetallelement sichergestellt, daß das Hüllrohr nicht eine vollkommen ebene, glatte Außenoberfläche aufweist, sodaß nach dem Einbringen der aushärtbaren Suspension durch die inhärente Oberflächengestaltung des Streckmetallelements bzw. die inhärente Unebenheit der Oberflächen des Streckmetallelements die Verankerungswirkung im umliegenden Material nach dem Aushärten der Suspension entsprechend erhöht wird. Bei Vorsehen von sich über größere Längen erstreckenden Bohrungen findet in an sich bekannter Weise ein über die Längserstreckung unterteiltes Hüllrohr Verwendung, sodaß derart mehrere, hintereinander angeordnete Streckmetallelemente jeweils über geeignete Verbindungselemente, insbesondere Muffen, miteinander verbunden werden bzw. unmittelbar an die Bohrkrone anschließen. Durch Verwendung eines Streckmetallelements mit einer entsprechenden Anzahl von Durchtrittsöffnungen läßt sich beim Einbringen des Hüllrohres während des Bohrvorgangs eine hohe Elastizität des Hüllrohrs sicherstellen, sodaß keine Behinderung des Bohrvorgangs resultiert und eine Verteilung der Kräfte über das gesamte Hüllrohr erzielbar ist. Weiters läßt sich nach einem Vergießen mit einer aushärtbaren Suspension ein zusätzlicher, sich über die gesamte Länge des Hüllrohres erstreckender Bewehrungseffekt durch das Streckmetall bei sicherer Verankerung in dem umgebenden Material über die rauhe Oberfläche erzielen, sodaß sich nach dem Aushärten ein fester Sitz des Hüllrohres und des gegebenenfalls darin aufgenommenen Ankers ergibt, wobei durch die Erhöhung des Verankerungs- bzw. Bewehrungseffekts durch das Streckmetall gegebenenfalls mit schwächer dimensionierten Ankern und derart gegebenenfalls kleiner dimensionierten Bohrlöchern mit daraus resultierender Materialersparnis und verringerter Bohrarbeit des Auslangen gefunden werden kann.The present invention now aims to provide a cladding tube to create the type mentioned, in addition to a quick and easy lining of the borehole simultaneous introduction of a cladding tube later secure anchoring or additional reinforcement in one Cladding tube to be inserted or use as an anchor finding drill pipe when introducing a curable Suspension, which is at least partially in the Borehole surrounding material is deployed with more reliable Anchoring the cladding tube can be achieved. To the solution of these tasks is the cladding tube according to the invention essentially characterized in that the cladding tube at least one with evenly distributed passage openings provided expanded metal element is formed, which at its ends connecting elements, in particular sleeves, for connection to the drill bit and / or others Has cladding tube elements. The fact that according to the invention Cladding tube formed from at least one expanded metal element is which with a variety of evenly over the circumference of distributed through openings is successful safe, large-scale application of the curable Suspension in the surrounding material after completion of the borehole for setting the anchor, so that a corresponding one secure anchoring of the anchor and the cladding tube is achievable. In addition, by training the Cladding tube ensured from at least one expanded metal element, that the cladding tube is not a perfectly flat, has a smooth outer surface so that after insertion the curable suspension due to the inherent surface design of the expanded metal element or the inherent unevenness the anchoring effect of the surfaces of the expanded metal element in the surrounding material after curing the suspension is increased accordingly. If longer holes are found in a manner known per se divided over the longitudinal extent Cladding tube use, so that several, one behind the other arranged expanded metal elements each via suitable Connecting elements, in particular sleeves, with one another be connected or connect directly to the drill bit. By using an expanded metal element with a corresponding number of passage openings when inserting the cladding tube during the drilling process ensure a high elasticity of the cladding tube so that no obstruction to the drilling process results and a distribution the forces can be achieved over the entire cladding tube. Furthermore, after casting with a curable Suspension an additional, covering the entire Reinforcement effect extending through the length of the cladding tube the expanded metal when securely anchored in the surrounding Get material over the rough surface so that after the hardening a tight fit of the cladding tube and, if necessary anchor recorded therein results, whereby by by increasing the anchoring or reinforcement effect the expanded metal, if necessary, with weaker dimensions Anchoring and smaller dimensions if necessary Drill holes with the resulting material savings and reduced drilling work can be found.

Zur Erzielung eines großen Durchtrittsquerschnittes für die aushärtbare Suspension als auch für eine entsprechend gute Verankerungswirkung ist gemäß einer bevorzugten Ausführungsform vorgesehen, daß die Durchtrittsöffnungen des Streckmetallelements im wesentlichen rhomboid- bzw. rautenförmige Konturen aufweisen. Durch derartige rhomboid- bzw. rautenförmige Konturen der Durchtrittsöffnungen wird darüber hinaus während des Bohrvorganges sichergestellt, daß die Durchtrittsöffnungen nicht von abgebautem Material, welches üblicherweise eine im wesentlichen abgerundete bzw. kugelförmige Form aufweist, vollständig verlegt und blockiert werden. In diesem Zusammenhang wird darüber hinaus besonders bevorzugt vorgeschlagen, daß das Streckmetallelement eine gitter- bzw. maschendrahtartige Struktur aufweist, wodurch sich eine entsprechend große, freie Durchtrittsfläche gegenüber dem zwischen den einzelnen Durchtrittsöffnungen verbleibenden Materialquerschnitt ergibt und große Elastizität beim Einbringen bei gleichzeitiger Erzielung eines erhöhten Bewehrungs- und Verankerungseffekts nach dem Vergießen und Aushärten der Suspension resultiert.To achieve a large passage cross section for the curable suspension as well as for a correspondingly good one Anchoring effect is according to a preferred embodiment provided that the passage openings of the expanded metal element essentially rhomboid or diamond-shaped Have contours. Such rhomboid or diamond-shaped Contours of the passage openings will be above also ensured during the drilling process that the Through openings not of mined material, which usually an essentially rounded or spherical one Form, completely misplaced and blocked become. In this context, it also becomes special preferably suggested that the expanded metal element a has a lattice or wire mesh-like structure, whereby a correspondingly large, free passage area the one remaining between the individual passage openings Material cross section results in great elasticity when inserting while achieving an increased Reinforcement and anchoring effect after grouting and Curing of the suspension results.

Für eine ordnungsgemäße Führung des von wenigstens einem Streckmetallelement gebildeten Hüllrohres relativ zum Bohrgestänge bzw. einem nachträglich zu setzenden Anker wird vorgeschlagen, daß ein Ringraum von zwischen dem Hüllrohr und dem Bohrgestänge bzw. dem Anker angeordneten Abstandhaltern, insbesondere von den in den Endbereichen des (der) Streckmetallelements(e) vorgesehenen Muffenelementen, definiert ist, wie dies einer weiteren bevorzugten Ausführungsform der erfindungsgemäßen Vorrichtung entspricht.For proper management of at least one Expanded metal element formed cladding tube relative to the drill pipe or an anchor to be set later suggested that an annulus from between the cladding tube and the spacers arranged on the drill pipe or the anchor, especially those in the end areas of the Expanded metal elements (e) provided sleeve elements, defined as is another preferred embodiment corresponds to the device according to the invention.

Während durch die Verwendung eines Streckmetallelements zur Ausbildung eines Hüllrohres entsprechend große Durchtrittsquerschnitte für nachträglich einzubringendes, aushärtbares Material als auch eine entsprechende Bewehrungs- und Verankerungswirkung erzielbar ist, besteht bei der Vielzahl von Durchtrittsöffnungen gegebenenfalls die Gefahr eines Eindringens von Wasser bzw. Feuchtigkeit aus dem umgebenden Material in den Bereich des Ankers, sodaß der Anker bei einem beispielsweise mehrere Jahre dauernden Verbleiben in dem Bohrloch durch Korrosion beschädigt werden kann. Für einen zusätzlichen Schutz gegenüber einem Eindringen von Feuchtigkeit zum Anker wird daher gemäß einer weiters bevorzugten Ausführungsform erfindungsgemäß vorgeschlagen, daß das Hüllrohr mehrlagig ausgebildet ist, wobei zwischen in radialer Richtung an der inneren und der äußeren Oberfläche angeordneten, mit Durchtrittsöffnungen ausgebildeten Streckmetallelementen ein Kunststoffrohr vorgesehen ist. Durch diese erfindungsgemäß bevorzugt vorgeschlagene Sandwichkonstruktion aus außenliegenden Streckmetallelementen und einem zwischenliegenden Kunststoffrohr können die für die erhöhte Verankerungswirkung maßgeblichen Eigenschaften des Streckmetallelements genutzt werden, während über das Kunststoffrohr ein Eindringen von Feuchtigkeit zum Anker und die dadurch bestehende Gefahr einer Korrosion weitestgehend minimiert werden kann. Für das Ausbringen einer Suspension zur nachträglichen Verankerung muß naturgemäß das Kunststoffrohr mit entsprechenden Durchtrittsöffnungen versehen sein, wobei in diesem Zusammenhang besonders bevorzugt vorgeschlagen wird, daß das Runststoffrohr mit einer Mehrzahl von sich lediglich in Richtung zur Außenseite des Hüllrohres öffnenden bzw. verschließbaren Austrittsöffnungen ausgebildet ist, sodaß durch derartige verschließbare Austrittsöffnungen bzw. Öffnungen, welche sich aufgrund einer Ventilwirkung lediglich in Richtung nach außen des Bohrloches öffnen, ein sicheres Ausbringen der aushärtbaren Suspension in den umliegenden Bereich sichergestellt wird, während ein Eindringen von Feuchtigkeit vermieden wird. Derart läßt sich wiederum eine entsprechend sichere Verankerung im umgebenden Material, welches beispielsweise von einem sogenannten Überlagerungsgebirge bzw. Lockergebirge gebildet wird, erzielen, wobei nach dem Aushärten der Suspension wiederum die inhärenten Unebenheiten der Streckmetallelemente eine entsprechend gute Verankerungswirkung erzielen lassen und gleichzeitig eine Abdichtung gegenüber gegebenenfalls vorhandener Feuchtigkeit durch das Kunststoffrohr erfolgt.While by using an expanded metal element for Forming a cladding tube with appropriately large passage cross sections for subsequently hardenable Material as well as a corresponding reinforcement and anchoring effect is achievable exists in the multitude of Through openings, if necessary, the risk of intrusion of water or moisture from the surrounding Material in the area of the anchor, so that the anchor at a stay in, for example, several years the borehole can be damaged by corrosion. For additional protection against intrusion of Moisture to anchor is therefore preferred according to another Embodiment proposed according to the invention that the cladding tube is constructed in multiple layers, wherein between in radial direction on the inner and outer surfaces arranged, formed with through openings expanded metal elements a plastic tube is provided. By this sandwich construction preferred according to the invention from external expanded metal elements and one intermediate plastic pipe can be used for the increased Anchoring effect relevant properties of the expanded metal element be used while over the plastic pipe penetration of moisture to the anchor and the result existing risk of corrosion is largely minimized can be. For applying a suspension to subsequent anchoring must of course be the plastic pipe be provided with appropriate passage openings, wherein particularly preferred in this context is that the plastic tube with a plurality of itself only opening towards the outside of the cladding tube or closable outlet openings, so that such closable outlet openings or Openings that are only due to a valve effect open towards the outside of the borehole safe application of the curable suspension in the surrounding Area is assured while intrusion moisture is avoided. That can be done again a correspondingly secure anchoring in the surrounding material, which, for example, from a so-called overburden or loose mountains are formed, after the suspension has cured, the inherent ones Unevenness of the expanded metal elements accordingly can achieve good anchoring effect and at the same time a seal against any existing Moisture occurs through the plastic tube.

Insbesondere bei einem von einer mehrlagigen Sandwichkonstruktion gebildeten Hüllrohr wird für die Verbindungselemente bzw. Muffen gemäß einer weiters bevorzugten Ausführungsform vorgeschlagen, daß die von Muffen gebildeten Verbindungselemente eine abgestufte bzw. mit abgesetzten Bereichen gebildete Kontur aufweisen, an welchen die innen- und außenliegenden Streckmetallelemente und das zwischengeschaltete Kunststoffrohr festlegbar sind.Especially with one of a multi-layer sandwich construction formed cladding tube is used for the fasteners or sleeves according to a further preferred embodiment proposed that the connecting elements formed by sleeves a graded or with offset areas Have formed contour on which the inside and external expanded metal elements and the intermediate Plastic pipe can be fixed.

Für eine einfache Mitnahme des insbesondere mehrlagigen Hüllrohres während des Bohrvorganges, wodurch sich bereits während des Bohrvorganges eine entsprechende Schutzwirkung für das Bohrgestänge erzielen läßt, ist darüber hinaus bevorzugt vorgesehen, daß das Hüllrohr unter Zugbeaufschlagung mit der Bohrkrone, gegebenenfalls unter Zwischenschaltung eines Kopplungselements, insbesondere eines auf die Bohrkrone einwirkenden Schlagschuhes, koppelbar ist.For easy transport of the multi-layer in particular Cladding tube during the drilling process, which is already an appropriate protective effect during the drilling process can be achieved for the drill string is also preferred provided that the cladding tube under tension with the drill bit, if necessary with interposition a coupling element, in particular one on the drill bit acting impact shoe, can be coupled.

Die Erfindung wird nachfolgend anhand von in der beiliegenden Zeichnung schematisch dargestellten Ausführungsbeispielen näher erläutert. In dieser zeigen:

  • Fig. 1 eine schematische Seitenansicht, teilweise im Schnitt, eines erfindungsgemäßen Hüllrohres für eine Vorrichtung zum Bohren, wobei zusätzlich Teile der Bohrvorrichtung angedeutet sind;
  • Fig. 2 eine Seitenansicht eines erfindungsgemäßen, aus einem Streckmetallelement hergestellten Hüllrohres; und
  • Fig. 3 in vergrößertem Maßstab einen teilweisen Schnitt durch eine abgewandelte Ausführungsform eines erfindungsgemäßen, mehrlagigen Hüllrohres.
  • The invention is explained in more detail below with the aid of exemplary embodiments schematically illustrated in the accompanying drawing. In this show:
  • Figure 1 is a schematic side view, partly in section, of a cladding tube according to the invention for a device for drilling, wherein parts of the drilling device are additionally indicated.
  • 2 shows a side view of a cladding tube according to the invention made from an expanded metal element; and
  • Fig. 3 on an enlarged scale, a partial section through a modified embodiment of a multi-layer cladding tube according to the invention.
  • In Fig. 1 ist schematisch mit 1 eine Bohrkrone zur Ausbildung eines Bohrloches bezeichnet, dessen Außenkontur mit 2 angedeutet ist, wobei zum Antrieb der Bohrkrone 1 ein schematisch mit 3 angedeutetes Bohrgestänge Verwendung findet. Unmittelbar mit der Bohrkrone 1 an der von den Bohrelementen 4 abgewandten Seite bzw. dem Schlagschuh 5 der Bohrkrone 1 ist ein Hüllrohr 6 vorgesehen, wobei das Hüllrohr 6, wie dies aus Fig. 2 insbesondere deutlich ersichtlich ist, aus Streckmetallelementen gebildet ist, welche an ihren Endbereichen zur Verbindung mit der Bohrkrone 1 bzw. dem Schlagschuh 5 als auch mit benachbarten Hüllrohrelementen 6 jeweils mit Muffenelementen 7 und 8 ausgebildet sind. Die Muffenelemente 7, 8 können hiebei zur Erzielung einer entsprechenden Steck- bzw. Schraubverbindung ausgebildet sein, um insbesondere bei großen Dimensionen eines Bohrloches eine entsprechende Verlängerung des Hüllrohres 6 ähnlich der Verlängerung des Bohrgestänges 3 zu ermöglichen.In Fig. 1 is schematically 1 with a drill bit for training designated a borehole, the outer contour with 2 is indicated, wherein for driving the drill bit 1 is a schematic with 3 indicated drill pipe is used. Immediately with the drill bit 1 on that of the drilling elements 4 facing away from the impact shoe 5 of the drill bit 1 a cladding tube 6 is provided, the cladding tube 6, such as this can be seen particularly clearly from FIG. 2 Expanded metal elements is formed, which at their end regions for connection to the drill bit 1 or the impact shoe 5 as well as with neighboring cladding tube elements 6 each are formed with sleeve elements 7 and 8. The sleeve elements 7, 8 can be used to achieve a corresponding one Plug or screw connection to be formed especially with large dimensions of a borehole corresponding extension of the cladding tube 6 similar to the extension to enable the drill pipe 3.

    Ein derartiges Hüllrohr- bzw. Streckmetallelement 6 ist hiebei in Fig. 2 nochmals deutlich dargestellt, wobei ersichtlich ist, daß die gleichmäßig über den Umfang verteilten Durchtrittsöffnungen des von dem Streckmetallelement gebildeten Hüllrohres 6 im wesentlichen jeweils rhomboid- bzw. rautenförmige Konturen 9 aufweisen, sodaß sich insgesamt für die Oberfläche des Hüllrohres 6 eine gitter- bzw. maschenartige Struktur ergibt.Such a cladding tube or expanded metal element 6 is hiebei clearly shown in Fig. 2, which can be seen is that the evenly distributed over the circumference Through openings of the expanded metal element formed cladding tube 6 essentially each rhomboid or diamond-shaped contours 9, so that overall for the surface of the cladding tube 6 a grid or mesh-like structure results.

    Nach Fertigstellung der Bohrung 2 findet entweder unmittelbar das Bohrgestänge 3 als Anker Verwendung bzw. wird nach einem Entfernen des Bohrgestänges 3 mit wenigstens Teilen der Bohrkrone 1 ein getrennter Anker in die fertiggestellte Bohrung 2 und in das Innere des Hüllrohres 6 eingebracht, worauf in weiterer Folge in das Innere des Hüllrohres 6 eine aushärtbare Suspension eingebracht wird, welche über die in dem Streckmetallelement 6 ausgebildeten Durchtrittsöffnungen 9 in das umgebende Material austreten kann. Nach dem Aushärten der Suspension ergibt sich somit eine äußerst widerstandsfähige Verankerung im fertiggestellten Bohrloch 2, wobei die Verankerungswirkung insbesondere dadurch unterstützt wird, daß durch die nicht vollkommen ebene Oberflächenbeschaffenheit des Streckmetallelements 6 eine entsprechend sichere Verankerung auch des Hüllrohres 6 unter Ausbildung eines zusätzlichen Bewehrungseffekts neben der Verankerung des Ankers in der ausgehärteten Suspension ermöglicht wird.After completion of hole 2 will either take place immediately the drill pipe 3 is used as an anchor or after a removal of the drill pipe 3 with at least parts the drill bit 1 a separate anchor in the finished Bore 2 and introduced into the interior of the cladding tube 6, whereupon a inside of the cladding tube 6 curable suspension is introduced, which over the in the expanded metal element 6 formed through openings 9 can escape into the surrounding material. After curing the suspension is therefore extremely resistant Anchoring in completed borehole 2, whereby the anchoring effect supports in particular is that due to the not completely flat surface quality of the expanded metal element 6 a corresponding secure anchoring of the cladding tube 6 under training an additional reinforcement effect in addition to the anchoring of the anchor in the hardened suspension becomes.

    In Fig. 3 ist in vergrößertem Maßstab ein Teilschnitt durch eine abgewandelte Ausführungsform eines schematisch mit 10 bezeichneten Hüllrohres angezeigt, wobei das mehrlagige Hüllrohr 10 von einem außenliegenden, wiederum mit einer Vielzahl von Durchbrechungen versehenen Streckmetallelement 11, einem innenliegenden, mit Durchbrechungen versehenen Streckmetallelement 12 und einem zwischengeschalteten Kunststoffrohr bzw. -element 13 ausgebildet wird. Die Streckmetallelemente 11 und 12 weisen wiederum eine Ausbildung bzw. Beschaffenheit ähnlich dem in den Fig. 1 und 2 gezeigten Streckmetallelement 6 mit einer Vielzahl von rhomboid- bzw. rautenförmigen Durchtrittsöffnungen 9 auf. Demgegenüber ist das zwischengeschaltete Kunststoffrohr 13 mit einer verringerten Anzahl von Durchtrittsöffnungen ausgebildet, wobei in Fig. 3 eine der öffnungen 14 angedeutet ist, welche im Sinne einer Ventilwirkung einen Durchtritt von nachträglich auszubringender Suspension lediglich in der durch den Pfeil 15 angedeuteten Richtung ermöglicht. Es wird somit bei der in Fig. 3 dargestellten Ausführungsform sichergestellt, daß nach Einbringen der Suspension zur Ausbildung einer Verankerung aus dem umliegenden Material keine Feuchtigkeit bzw. kein Wasser in Richtung zu dem Bohrgestänge 3 bzw. einem anstelle des Bohrgestänges 3 anzuordnenden Anker eindringen kann, sodaß eine Korrosionswirkung vermieden wird und sich derart Anker, welche auch über eine Vielzahl von Jahren im Bohrloch verbleiben können, hergestellt werden können.In Fig. 3 is a partial section through on an enlarged scale a modified embodiment of a schematically with 10 indicated cladding tube shown, the multilayer Cladding tube 10 from an external, again with a Large number of perforated expanded metal elements 11, an inside, provided with openings Expanded metal element 12 and an intermediate plastic tube or element 13 is formed. The expanded metal elements 11 and 12 in turn have an education or Condition similar to that shown in Figs. 1 and 2 Expanded metal element 6 with a variety of rhomboid or diamond-shaped passage openings 9. In contrast is the intermediate plastic tube 13 with a reduced Number of openings formed, in Fig. 3 one of the openings 14 is indicated, which in the sense a valve effect a passage of subsequently to be applied Suspension only in the direction indicated by arrow 15 indicated direction allows. It is thus in the Fig. 3 illustrated embodiment ensures that after introduction of the suspension to form an anchor no moisture from the surrounding material or no water towards the drill string 3 or one penetrate anchor to be arranged instead of the drill pipe 3 can, so that a corrosion effect is avoided and such anchors, which have also been used for many years Well can remain, can be produced.

    Bei der in Fig. 3 dargestellten Ausführungsform des Hüllrohres 10 findet eine abgewandelte Ausbildung einer Muffe 16 mit abgesetzten bzw. abgestuften Bereichen 17 Verwendung, um die Festlegung der einzelnen Lagen bzw. Elemente 11, 12 und 13 zur Ausbildung der sandwichartigen Struktur des Hüllrohres 10 zu ermöglichen. Darüber hinaus ist in Fig. 3 ein zusätzlicher Abstandhalter bzw. ein Fortsatz des Muffenelements 18 angedeutet, um eine entsprechende Positionierung relativ zu dem Bohrgestänge 3 bzw. einem zu setzenden Anker zu ermöglichen, wobei die Mittellinie der Gesamtkonstruktion in sämtlichen Figuren jeweils mit 19 bezeichnet ist.In the embodiment of the cladding tube shown in FIG. 3 10 finds a modified design of a sleeve 16 with stepped areas 17 use to the definition of the individual layers or elements 11, 12 and 13 to form the sandwich-like structure of the cladding tube 10 to enable. In addition, in Fig. 3 additional spacer or an extension of the sleeve element 18 indicated a corresponding positioning relative to the drill pipe 3 or an anchor to be set to allow, being the centerline of the overall construction is designated by 19 in all figures.

    Claims (8)

    1. A jacket tube (6) for a device for drilling holes and forming an anchorage in soil or rock material, wherein the jacket tube (6) is coupled with a drill rod assembly (3) and/or a drill bit (1) or a drilling hammer, respectively, and is formed with a plurality of passage openings (9) about its circumference and capable of being filled with a curable suspension after completion of the drill hole (2) or after insertion of a roof bolt, characterized in that the jacket tube (6, 10) is formed of at least one expanded metal element (6, 11, 12) provided with uniformly distributed passage openings (9) and comprising, on its ends, connecting elements (7, 8, 16), in particular sleeves, for connection with the drill bit (1) and/or further jacket tube elements (6, 10).
    2. A jacket tube according to claim 1, characterized in that the passage openings (9) of the expanded metal element (6, 11, 12) have substantially rhomboidal or lozenged contours.
    3. A jacket tube according to claim 1 or 2, characterized in that the expanded metal element (6, 11, 12) has a grid-like or wire netting-like structure.
    4. A jacket tube according to claim 1, 2 or 3, characterized in that an annular space is defined by spacers (18) arranged between the jacket tube (6, 10) and the drill rod assembly (3) or roof bolt, respectively, in particular sleeve elements (7, 8, 16) provided in the end regions of the expanded metal element(s).
    5. A jacket tube according to any one of claims 1 to 4, characterized in that the jacket tube (10) is designed in several layers with a synthetic tube (13) being provided between expanded metal elements (11, 12) designed with passage openings (9) and arranged on the inner and outer surfaces, viewed in the radial direction.
    6. A jacket tube according to claim 5, characterized in that the synthetic tube (13) is designed with a plurality of outlet openings (14) opening and closeable merely in the direction towards the outer side of the jacket tube (10).
    7. A jacket tube according to claim 5 or 6, characterized in that the connecting elements formed by sleeves (16) have stepped contours or contours formed with offset regions (17), on which the internally and externally arranged expanded metal elements (11, 12) and the intermediate synthetic tube (13) are fixable.
    8. A jacket tube according to any one of claims 1 to 7, characterized in that the jacket tube (6, 10) under tensile actuation is capable of being coupled with the drill bit (1) or the drilling hammer, respectively, optionally by interposing a coupling element, in particular an impact shoe acting on the drill bit (1).
    EP99948589A 1998-10-05 1999-10-04 Jacket tube for a drilling and anchoring device Expired - Lifetime EP1119687B1 (en)

    Priority Applications (1)

    Application Number Priority Date Filing Date Title
    AT99948589T ATE245762T1 (en) 1998-10-05 1999-10-04 SHEATH TUBE FOR A DRILLING AND ANCHORING DEVICE

    Applications Claiming Priority (3)

    Application Number Priority Date Filing Date Title
    AT165998 1998-10-05
    AT165998 1998-10-05
    PCT/AT1999/000237 WO2000020724A1 (en) 1998-10-05 1999-10-04 Jacket tube for a drilling and anchoring device

    Publications (2)

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    EP1119687A1 EP1119687A1 (en) 2001-08-01
    EP1119687B1 true EP1119687B1 (en) 2003-07-23

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    EP (1) EP1119687B1 (en)
    JP (1) JP3990538B2 (en)
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    AU6181299A (en) 2000-04-26
    CZ20011208A3 (en) 2002-06-12
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    WO2000020724A1 (en) 2000-04-13
    HRP20010245A2 (en) 2002-04-30
    CN1322273A (en) 2001-11-14
    HRP20010245B1 (en) 2005-08-31
    JP3990538B2 (en) 2007-10-17
    ES2204156T3 (en) 2004-04-16
    PT1119687E (en) 2003-11-28
    CZ299258B6 (en) 2008-05-28
    DE59906378D1 (en) 2003-08-28
    KR20010080014A (en) 2001-08-22
    ZA200102211B (en) 2001-11-14
    KR100551507B1 (en) 2006-02-13
    US20010013427A1 (en) 2001-08-16
    HK1041913B (en) 2005-09-02
    TR200100907T2 (en) 2001-08-21
    US6397957B2 (en) 2002-06-04
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    CA2346212A1 (en) 2000-04-13
    PL190476B1 (en) 2005-12-30

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