EP1381756A1 - Procede et dispositif de forage d'un trou et de fixation d'un ancrage dans un trou de forage - Google Patents

Procede et dispositif de forage d'un trou et de fixation d'un ancrage dans un trou de forage

Info

Publication number
EP1381756A1
EP1381756A1 EP02766568A EP02766568A EP1381756A1 EP 1381756 A1 EP1381756 A1 EP 1381756A1 EP 02766568 A EP02766568 A EP 02766568A EP 02766568 A EP02766568 A EP 02766568A EP 1381756 A1 EP1381756 A1 EP 1381756A1
Authority
EP
European Patent Office
Prior art keywords
cladding tube
borehole
drill
drilling
drill bit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP02766568A
Other languages
German (de)
English (en)
Other versions
EP1381756B2 (fr
EP1381756B1 (fr
Inventor
Josef Mocivnik
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Alwag Tunnelausbau GmbH
Original Assignee
Alwag Tunnelausbau GmbH
Techmo Entwicklungs und Vertriebs GmbH
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=25592329&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1381756(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Priority claimed from AT0032701U external-priority patent/AT5644U1/de
Application filed by Alwag Tunnelausbau GmbH, Techmo Entwicklungs und Vertriebs GmbH filed Critical Alwag Tunnelausbau GmbH
Priority to SI200230409T priority Critical patent/SI1381756T2/sl
Publication of EP1381756A1 publication Critical patent/EP1381756A1/fr
Application granted granted Critical
Publication of EP1381756B1 publication Critical patent/EP1381756B1/fr
Publication of EP1381756B2 publication Critical patent/EP1381756B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/20—Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
    • E21D21/004—Bolts held in the borehole by friction all along their length, without additional fixing means
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00—Setting anchoring-bolts

Definitions

  • the present invention relates to a method for drilling, in particular percussion or rotary percussion drilling, a hole in soil or rock material and establishing an anchorage in the hole, a drill hole being formed by a drill bit mounted on a drill pipe and at the same time the drill pipe in Is introduced into the surrounding cladding tube, as well as on a device for drilling, in particular impact or rotary impact drilling, holes in soil or rock material and for producing an anchorage, a drill bit mounted on a drill pipe forming a drill hole and the drill pipe at a distance surrounding and adjoining the drill bit cladding tube is provided.
  • the drill pipe can be formed on its outer circumference with additional ribs and grooves, so that if the drill pipe remains in the borehole and is subsequently filled in len a correspondingly good anchorage effect can be achieved.
  • a disadvantage of this known prior art is, on the one hand, the fact that the borehole must be produced in a first process step, whereupon after removal of the drilling tool together with the drill rod in a further procedural step, the anchor device is introduced into the borehole, which may have a large length, after which then by removing the corresponding holding device while widening the outer diameter, it is possible to make contact with the borehole wall. It is immediately apparent that not only the two separate work steps require a correspondingly increased amount of time, but that it may be difficult to subsequently insert such an anchor device of great length. that is.
  • the present invention therefore aims to provide a method and a device of the type mentioned at the beginning, with a simplified construction allowing at least provisional securing during the drilling process and anchoring to the inner wall of the borehole immediately after completion of a borehole is achievable.
  • the method according to the invention is essentially characterized in that the cladding tube formed with a longitudinal slot is at least partially introduced into contact with the borehole during drilling. Since the cladding tube formed with a longitudinal slot at least partially abuts the borehole wall during the production of the bore, it becomes possible to provide an at least provisional securing during the drilling process, the provision of the longitudinal slot ensuring that the cladding tube is sufficient is elastic or resilient, so that even with at least partial contact with the borehole wall, there is not an excessively large resistance to introduction against the cladding tube, for example by a tensile or impact load.
  • the cladding tube having a longitudinal slot that, immediately after completion of the bore, a corresponding anchoring can be achieved by at least partially abutting the borehole wall, so that the formation of such an anchorage saves time compared to known designs, whereby after completion of a bore the drill string was removed and a separate anchor was inserted into the borehole.
  • the method according to the invention can be used independently of the soil or rock material to be drilled through, since the cladding tube is inserted directly into the borehole when the borehole is drilled or formed, so that even with loose rock in which • if need be, at least after the drilling tool has been removed and before the anchoring has been introduced, there should be no fear of any difficulties as with anchoring to be subsequently produced, since the cladding tube introduced during drilling always maintains the free passage cross section of the borehole even when the rock is loose ,
  • the drilling tool can be at least partially removed with the drill pipe through the interior of the casing remaining in the borehole or the drill pipe together with the drilling tool can remain in the borehole to increase the anchorage effect, so that not only due to the installation of the Cladding tube on the inner wall of the borehole produces an anchoring effect, but the anchoring effect can also be increased by the drilling tool remaining in the borehole and the drill pipe.
  • an expandable element is introduced and expanded into the interior of the cladding tube.
  • the introduction of an expandable element in this way enables the cladding tube to be reliably fixed over partial areas, if necessary, to the inner wall of the borehole, so that the anchoring effect can be increased.
  • An expandable element can be fixed in a particularly simple manner in the interior of the cladding tube in that the expandable element is expanded by an impact load, as corresponds to a further preferred embodiment of the method according to the invention.
  • Such an expandable element not only provides a reliable contact of the cladding tube on the inner wall of the borehole available, but also counteracts a reduction in the clear cross-section of the cladding tube, for example in the event of a compressive stress due to surrounding material or a tensile stress in the longitudinal direction of the anchor formed by the cladding tube, since by providing the longitudinal slot in particular tensile stresses in the longitudinal direction of the cladding tube forming the anchoring otherwise could lead to a reduction in the anchor cross-section of the cladding tube, which would reduce the anchoring effect accordingly.
  • the jacket tube is introduced by a tensile stress via a • connection with the drill bit and / or an impact stress in the borehole becomes.
  • the cladding tube can thus be coupled in a suitable manner, for example to the drill bit, and can only be introduced into the borehole by a tensile load during the drilling process.
  • the cladding tube can additionally or alternatively be introduced into the borehole by means of an impact load at the same time as the drilling process, in order not to exert excessive forces on the drill bit need to bring in for taking the cladding tube.
  • a particularly simple loosening or separation of the predetermined breaking point is preferably carried out according to the invention by loosening or separating the predetermined breaking point by slightly pulling back at least the impact shoe and the cladding tube attached to it and loading the impact shoe. After completion of the bore, it can thus be done by slightly withdrawing at least the striking shoe and, if appropriate, the ring drill bit attached to it and then re-loading the striking shoe while the cladding tube is held or at least partially friction-locked in the borehole produced by widening the inside diameter of the cladding tube slit in the longitudinal direction by the impact shoe, for example by providing coordinated support surfaces in the region of the front end of the cladding tube, a separation or loosening of the predetermined breaking point can be achieved by widening or spreading out the front end of the cladding tube, so that overall a correct fit of the outer diameter of the expanded cladding tube the completed borehole wall can be achieved.
  • the interior of the cladding tube is filled in a manner known per se a hardening mass made becomes.
  • the hardening material can escape into the surrounding material, in particular in the front area and along the longitudinal slot of the expandable cladding tube, thereby improving the anchoring of the cladding tube.
  • a device of the type mentioned is characterized essentially in that the cladding tube has a longitudinal slot extending essentially in the longitudinal direction of the cladding tube.
  • an expandable element can be introduced into the interior of the cladding tube and can be expanded in contact with the inner wall of the cladding tube.
  • Such an expandable element which can be expanded in contact with the inner wall of the cladding tube, ensures that the cladding tube is securely anchored in the borehole. counteracts a reduction in cross-section of the cladding tube, in particular in the event of a tensile load on the anchoring formed by the cladding tube, and thus reliably maintains a desired anchoring effect.
  • the expandable element is formed by a sleeve which can be expanded by introducing a conical element in particular by impact stress, in particular if a plurality is provided of expandable elements inside the cladding tube and for a suitable positioning thereof according to a further preferred embodiment it is proposed that the cladding tube is provided on its inner wall with elevations or projections for positioning the expandable element.
  • the cladding tube has at least one predetermined breaking point along its longitudinal slot running essentially in the longitudinal direction of the cladding tube.
  • the at least one predetermined breaking point along the longitudinal slot of the cladding tube according to the invention allows the cladding tube to be introduced into the borehole in a simple manner during the drilling process, while after completion of the borehole the at least one predetermined breaking point is loosened or separated around the cladding tube to the inner wall of the borehole for anchoring.
  • the at least one predetermined breaking point After completion of the hole, the at least one predetermined breaking point must be able to be solved by applying an appropriate force. In addition, however, the target fragments during the drilling process ensure sufficient strength of the longitudinal slot extending essentially over the entire length of the cladding tube.
  • the at least one predetermined breaking point is formed along the longitudinal slot of the cladding tube by a welding point for bridging the longitudinal slot. Appropriate positioning and training, as well as the number of welds as the predetermined breaking point, if necessary, can be taken into account in the case of different requirements, both with regard to the resistance during the drilling process and for the breaking or loosening of the predetermined breaking point after completion of the drilling.
  • the cladding tube is fixed at the end facing the drill bit on a striking shoe of the drill bit, as this corresponds to a further preferred embodiment of the device according to the invention.
  • an impact stress is exerted on the end of the cladding tube protruding from the borehole, this in particular for greater strength having cladding tubes is possible.
  • the cladding tube is formed from a pre-stressed material, in particular metal.
  • an anchoring plate can be fixed at the end protruding from the soil or rock material.
  • the cladding tube in the region of the end adjoining the drill bit, in a manner known per se, at least one passage opening for introducing the mined soil or rock material into the interior of the Has cladding tube, so that the mined material can also be discharged from the bore in the space defined between the drill pipe and the cladding tube, in particular an annular space.
  • FIG. 1 shows a schematic side view, partly in section, of a first embodiment of a device according to the invention for carrying out the method according to the invention
  • FIG. 2 shows a schematic section on an enlarged scale, rotated along the line II-II of FIG. 1; 3 shows, in a representation similar to FIG. 1, a modified embodiment of a device according to the invention for carrying out the method according to the invention; 4 shows a further modified embodiment of an inventive appropriate device for performing the method according to the invention;
  • FIG. 5a shows the process of producing a borehole with the method according to the invention in a representation similar to FIG. 1
  • FIG. 5b the removal of the Fig. 5c shows the insertion of an expandable element into the interior of the casing after completion of the borehole and removal of the drill rod
  • Fig. 5d shows the process of expanding the expandable element
  • FIG. 6 shows a schematic side view of a further modified embodiment of a device according to the invention for carrying out the method according to the invention.
  • Fig. 1 denotes a drilling tool or a drill bit, which (s) is connected to a drill rod 5 running inside a cladding tube 4 with the interposition of a connecting piece 2 and a striking shoe indicated schematically by 3.
  • the drill bit 1 is acted upon via the drill string 5 by a percussion or rotary impact drilling device, not shown, which is arranged outside of the soil or rock material to be processed and whose surface is designated by 6.
  • the inner contour of a borehole formed by the drilling tool or the drill bit 1 is indicated schematically by 7 in FIG. 1.
  • the cladding tube 4 has an essentially longitudinal slot 8, as can also be seen from the illustration in FIG. 2 can be seen.
  • the sleeve 4 is made of a prestressed material, in particular metal, the material in its relaxed state, shown with solid lines, having a larger outer circumference outside the borehole than in the one with dashed lines , Thin lines shown state in the borehole, the slot being designated 8 '.
  • the cladding tube 4 is thus introduced into the borehole under pre-tension, so that it is ensured that the cladding tube 4 lies at least partially in contact with the inner wall 7 of the borehole, in order to enable at least provisional securing during the drilling process.
  • the drill pipe 5 is provided with a central passage channel 9, through which a flushing fluid is introduced into the area of the drill bit 1, so that degraded material at least partially in the area of the outer circumference of the cladding tube 4 between the cladding tube 4th and the borehole inner wall 7 is brought out, wherein a lubricating or sliding effect can be achieved by introducing the flushing fluid at the interface between the outer circumference of the cladding tube and the borehole inner wall 7.
  • the frictional resistance between the outer circumference of the cladding tube 4 and the inner wall 7 of the borehole is correspondingly reduced during the drilling process, while after completion of the borehole 7 and thus an interruption of the flushing agent supply into the area of the drill bit 1 by a hardening -
  • Ten a frictional connection between the cladding tube 4 and the borehole inner wall 7 can be achieved.
  • the cladding tube 4 which has a conically tapering outer shape in the area 4' adjoining the drill bit 1, is brought about by a tensile stress which is introduced onto the cladding tube 4 via the impact shoe 3.
  • FIG. 1 denotes a transition sleeve which enables a drive device (not shown in more detail) for impact or rotary impact drilling to be fixed.
  • the cladding tube 4 is subjected to an impact stress in the area of the anchor head 6 via the transition sleeve 10, so that the cladding tube 4 is subjected to both a tensile and an impact stress is introduced into the interior of the borehole, again designated 7.
  • the cladding tube 4 in turn has a longitudinal slot 8 and is offset in partial areas of its outer circumference or is formed with a reduced cross-section, such separated partial areas being designated by 11 in FIG. 3. It is thus possible to achieve only a partial contact of the cladding tube 4, in particular during the insertion process, this being advantageous, for example, in the case of an expected high frictional resistance between the outer circumference of the cladding tube 4 and the borehole inner wall 7 in order to achieve correct drilling progress.
  • the cladding tube 4 has only one Impact stress on the anchor head 6 is introduced into the interior of the borehole 7 through the transition sleeve 10, while in this embodiment no pulling is carried out by connecting the cladding tube 4 to the drill bit 1.
  • Such an insertion of a cladding tube 4 by means of impact stress is possible in particular in the case of a correspondingly more solid cladding tube or a cladding tube 4 which has a higher strength.
  • FIG. 5a the formation or manufacture of the borehole 7 is shown in FIG. 5a, the cladding tube 4 being introduced, for example, similarly to the embodiment according to FIG. 4, by an impact load on the anchor head 6 , while no connection between the cladding tube 4 and the drill head 1 is provided.
  • an anchor plate 13 is indicated in the region of the end projecting from the soil or rock material 12.
  • the drill pipe 5 is removed from the borehole 7 according to the arrow 14, while the drill bit 1 remains in the borehole 7.
  • an expandable element is introduced into the interior of the casing tube 4 in accordance with the arrow 16 into the interior of the casing tube 4.
  • the expandable element 15 consists of a sleeve 17 which is conically tapered and at least partially has a longitudinal slot 18. has, wherein a conical element 19 can be introduced into the interior of the sleeve 17.
  • expandable element 15 ensures that a reduction in the cross-section of the cladding tube 4, for example due to a compressive stress caused by the surrounding material or when a tensile stress is exerted in the direction of an extension or release movement of the anchor, does not occur, so that the desired anchoring effect is reliably maintained is obtained.
  • a cross-sectional reduction through the longitudinal slot 8 of the cladding tube 4 is possible, the anchoring effect being deteriorated with such a reduction in cross-section.
  • the expandable element 15 can also be brought directly into contact with the drill bit 1 remaining in the borehole 7, as is indicated in FIG. 5d.
  • a plurality of expandable elements 15 are introduced into the interior of the cladding tube 4 in order to to achieve appropriate support for the anchoring effect of the cladding tube 4 at different points.
  • Such multiple, expandable elements 15 can be arranged by appropriate design, in particular of the conical sleeve 17 and coordination with corresponding positioning projections 20.
  • the expandable elements 15 it can be provided to fill the interior of the cladding tube 4 with a hardening mass after completion of the borehole 7 and, if appropriate, removal of the drill pipe 5.
  • FIG. 6 in turn denotes 1 a drilling tool or a drill bit which, with the interposition of a connecting piece 2 and a striking shoe indicated schematically by 3, is connected to a drill rod 5 running inside a cladding tube 4 is, the drill bit 1 via the drill string 5 is acted upon by a percussion or rotary percussion drilling device, not shown, which is arranged outside the soil or rock material to be processed and whose surface is designated 6.
  • the inner contour of a drill hole formed by the drilling tool or the drill bit 1 is again designated 7 in FIG. 6.
  • the cladding tube 4 in turn has an essentially longitudinal longitudinal slot 8, at least one predetermined breaking point 29 being provided along the longitudinal extent of the longitudinal slot 8, this predetermined breaking point being formed, for example, by a welding point 29.
  • the cladding tube 4 is hiebei fixed on the impact shoe 3 via an intermediate element or is taken along by the impact shoe 3 during the drilling process, so that the cladding tube 4 formed with the longitudinal slot 8 is introduced into the borehole 7 directly during the drilling process.
  • a passage opening 31 is provided in the front region of the cladding tube 4 for the removal of the material removed by the drill bit 1, the passage opening 31 being formed with the formation of an enlarged, clear passage cross section of the longitudinal slot 8.
  • material removed by the drilling tool 1 reaches the space or annular space defined between the casing 4 and the drill string 5 and is discharged at the end facing away from the drill bit 1.
  • a second passage opening in the cladding tube 4 can be provided on the radially opposite part of the circumference.
  • the prestressed cladding tube 4 is widened by loosening or separating the welding point defining the predetermined breaking point 29, as a result of which the desired anchoring effect can be achieved.
  • the cladding tube 4 and at least the impact shoe 3 and parts of the drill bit mounted thereon are withdrawn slightly counter to the drilling or advancing direction 26, after which this is withdrawn repeated application of the impact shoe 3 over the Drill pipe 5 again takes place in the direction of the drilling process 26, whereby the predetermined breaking point 29 is released.

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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)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Earth Drilling (AREA)
  • Piles And Underground Anchors (AREA)
  • Drilling And Boring (AREA)

Abstract

L'invention concerne un procédé et un dispositif de forage, en particulier de forage à percussion ou de forage par percussion-rotation d'un trou (7) dans le matériau du sol, y compris d'un sol rocheux, ainsi que de fixation d'un ancrage dans ledit trou. Le procédé consiste à former un trou de forage (7) au moyen d'un trépan (1) monté sur un tube de forage (5) et à introduire en même temps un tube de gainage (4) entourant à distance le tube de forage. L'invention est caractérisée en ce qu'un tube de gainage (4) muni d'une fente longitudinale (8) est introduit au moins partiellement et s'applique sensiblement contre le trou de forage (7) durant le forage. L'invention permet ainsi d'obtenir, pour une construction simple, un ancrage fiable, par l'intermédiaire d'un tube de gainage fendu longitudinalement (4).
EP02766568A 2001-04-26 2002-04-23 Procede et dispositif de forage d'un trou et de fixation d'un ancrage dans un trou de forage Expired - Lifetime EP1381756B2 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI200230409T SI1381756T2 (sl) 2001-04-26 2002-04-23 Postopek in priprava za vrtanje luknje in za zavarovanje sidranja v vrtini

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
AT3272001U 2001-04-26
AT0032701U AT5644U1 (de) 2001-04-26 2001-04-26 Verfahren und vorrichtung zum bohren eines loches und zum festlegen einer verankerung in einem bohrloch
AT5372002 2002-04-05
AT5372002 2002-04-05
PCT/AT2002/000120 WO2002088523A1 (fr) 2001-04-26 2002-04-23 Procede et dispositif de forage d'un trou et de fixation d'un ancrage dans un trou de forage

Publications (3)

Publication Number Publication Date
EP1381756A1 true EP1381756A1 (fr) 2004-01-21
EP1381756B1 EP1381756B1 (fr) 2006-07-05
EP1381756B2 EP1381756B2 (fr) 2010-03-24

Family

ID=25592329

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02766568A Expired - Lifetime EP1381756B2 (fr) 2001-04-26 2002-04-23 Procede et dispositif de forage d'un trou et de fixation d'un ancrage dans un trou de forage

Country Status (23)

Country Link
US (1) US7080697B2 (fr)
EP (1) EP1381756B2 (fr)
JP (1) JP4036756B2 (fr)
KR (1) KR100779340B1 (fr)
CN (1) CN100356035C (fr)
AT (1) ATE332436T1 (fr)
AU (1) AU2002338538B2 (fr)
CA (1) CA2442320C (fr)
CY (1) CY1106519T1 (fr)
CZ (1) CZ301100B6 (fr)
DE (1) DE50207438D1 (fr)
DK (1) DK1381756T3 (fr)
ES (1) ES2262838T5 (fr)
HK (1) HK1066581A1 (fr)
HR (1) HRP20030813A2 (fr)
HU (1) HUP0303931A3 (fr)
PL (1) PL197261B1 (fr)
PT (1) PT1381756E (fr)
RU (1) RU2278941C2 (fr)
SI (1) SI1381756T2 (fr)
SK (1) SK286790B6 (fr)
TW (1) TW530113B (fr)
WO (1) WO2002088523A1 (fr)

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AT501875B1 (de) 2005-06-07 2008-05-15 Alwag Tunnelausbau Gmbh Verfahren und vorrichtung zum bohren, insbesondere schlag- oder drehschlagbohren eines lochs in boden- oder gesteinsmaterial
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FI122034B (fi) * 2006-10-03 2011-07-29 Turun Ammattikorkeakoulu Menetelmä reiän poraamiseksi
KR101434244B1 (ko) 2007-02-14 2014-08-27 산드빅 인터렉츄얼 프로퍼티 에이비 드릴 비트 및 단일 드릴 기구
DE102011120572A1 (de) 2011-01-27 2012-08-02 Minova International Ltd. Bohrvorrichtung zum Schlag- oder Drehschlagbohren mit Verbindungsmuffe
CL2011002065A1 (es) * 2011-08-23 2011-10-28 Sistema de fortificacion que realiza simultaneamente la perforacion e instalar pernos de fortificacion por friccion para el sostenimiento de terrenos, en el proceso de perforacion e instalacion del perno de friccion, se recupera el culatin o adaptador y la barra de perforacion, perdiendose solo la broca encargada de romper el maciso rocoso.
DE102012000983A1 (de) 2012-01-20 2013-07-25 Minova International Ltd. Vorrichtung für ein Drainage-Bohr-System
WO2015044940A1 (fr) * 2013-09-29 2015-04-02 Lev Dror Appareil et procédé d'installation d'un ancrage dans un matériau de base
GB201513485D0 (en) * 2015-07-30 2015-09-16 Ihc Engineering Business Ltd Anchoring device and method
AU2015255248B2 (en) * 2015-11-12 2021-05-13 Jusand Nominees Pty Ltd Safety system and method for protecting against a hazard of drill rod failure in a drilled rock bore
CN106223857B (zh) * 2016-08-24 2018-09-04 中国石油集团川庆钻探工程有限公司工程技术研究院 一种下套管作业连续循环装置及方法
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Publication number Publication date
SI1381756T2 (sl) 2010-07-30
SK286790B6 (sk) 2009-05-07
HK1066581A1 (en) 2005-03-24
KR100779340B1 (ko) 2007-11-23
ATE332436T1 (de) 2006-07-15
HUP0303931A3 (en) 2004-05-28
WO2002088523A1 (fr) 2002-11-07
CY1106519T1 (el) 2012-01-25
CZ20032893A3 (en) 2004-03-17
US7080697B2 (en) 2006-07-25
ES2262838T5 (es) 2010-07-22
PT1381756E (pt) 2006-11-30
ES2262838T3 (es) 2006-12-01
SK13312003A3 (sk) 2004-06-08
PL197261B1 (pl) 2008-03-31
DK1381756T3 (da) 2006-11-06
RU2278941C2 (ru) 2006-06-27
US20040084217A1 (en) 2004-05-06
SI1381756T1 (sl) 2006-12-31
CA2442320C (fr) 2009-09-01
JP2004522019A (ja) 2004-07-22
KR20040004603A (ko) 2004-01-13
EP1381756B2 (fr) 2010-03-24
JP4036756B2 (ja) 2008-01-23
AU2002338538B2 (en) 2007-08-09
DE50207438D1 (de) 2006-08-17
CZ301100B6 (cs) 2009-11-04
RU2003134238A (ru) 2005-03-27
PL365943A1 (en) 2005-01-24
CA2442320A1 (fr) 2002-11-07
CN1503875A (zh) 2004-06-09
EP1381756B1 (fr) 2006-07-05
CN100356035C (zh) 2007-12-19
TW530113B (en) 2003-05-01
HRP20030813A2 (en) 2004-08-31
HUP0303931A2 (hu) 2004-03-01

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