WO2002088523A1 - Verfahren und vorrichtung zum bohren eines loches und zum festlegen einer verankerung in einem bohrloch - Google Patents
Verfahren und vorrichtung zum bohren eines loches und zum festlegen einer verankerung in einem bohrloch Download PDFInfo
- Publication number
- WO2002088523A1 WO2002088523A1 PCT/AT2002/000120 AT0200120W WO02088523A1 WO 2002088523 A1 WO2002088523 A1 WO 2002088523A1 AT 0200120 W AT0200120 W AT 0200120W WO 02088523 A1 WO02088523 A1 WO 02088523A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- cladding tube
- borehole
- drill
- drilling
- drill bit
- Prior art date
Links
- 238000005553 drilling Methods 0.000 title claims abstract description 55
- 238000000034 method Methods 0.000 title claims abstract description 45
- 239000011435 rock Substances 0.000 claims abstract description 21
- 238000005253 cladding Methods 0.000 claims description 134
- 239000000463 material Substances 0.000 claims description 33
- 238000004873 anchoring Methods 0.000 claims description 31
- 239000002689 soil Substances 0.000 claims description 13
- 238000009527 percussion Methods 0.000 claims description 10
- 238000003466 welding Methods 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 22
- 238000003780 insertion Methods 0.000 description 9
- 230000037431 insertion Effects 0.000 description 9
- 238000011010 flushing procedure Methods 0.000 description 5
- 239000012530 fluid Substances 0.000 description 4
- 230000007704 transition Effects 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000001050 lubricating effect Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000007787 solid Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011344 liquid material Substances 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000011345 viscous material Substances 0.000 description 1
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
Description
Claims
Priority Applications (14)
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 |
EP02766568A EP1381756B2 (de) | 2001-04-26 | 2002-04-23 | Verfahren und vorrichtung zum bohren eines loches und zum festlegen einer verankerung in einem bohrloch |
CA002442320A CA2442320C (en) | 2001-04-26 | 2002-04-23 | Method and device for drilling a hole and for securing an anchorage in a bore hole |
AU2002338538A AU2002338538B2 (en) | 2001-04-26 | 2002-04-23 | Method and device for drilling a hole and for securing an anchorage in a bore hole |
SK1331-2003A SK286790B6 (sk) | 2001-04-26 | 2002-04-23 | Spôsob a zariadenie na vŕtanie dier a na upevnenie ukotvenia vo vŕtanej diere |
PL365943A PL197261B1 (pl) | 2001-04-26 | 2002-04-23 | Sposób i urządzenie do wiercenia otworów i zabezpieczenia zakotwienia w otworze |
KR1020037013989A KR100779340B1 (ko) | 2001-04-26 | 2002-04-23 | 천공 및 천공된 시추공 내에 앵커리지를 고정하는 방법 및장치 |
JP2002585789A JP4036756B2 (ja) | 2001-04-26 | 2002-04-23 | 孔を開けてその孔に支持体を固定する方法および装置 |
HU0303931A HUP0303931A3 (en) | 2001-04-26 | 2002-04-23 | Method and device for drilling a hole and for securing an anchorage in a bore hole |
DE50207438T DE50207438D1 (de) | 2001-04-26 | 2002-04-23 | Verfahren und vorrichtung zum bohren eines loches und zum festlegen einer verankerung in einem bohrloch |
HR20030813A HRP20030813A2 (en) | 2001-04-26 | 2003-10-09 | Method and device for drilling a hole and for securing an anchorage in a bore hole |
US10/692,812 US7080697B2 (en) | 2001-04-26 | 2003-10-27 | Method and device for drilling a hole and for securing an anchorage in a bore hole |
HK04109479A HK1066581A1 (en) | 2001-04-26 | 2004-12-01 | Method and device for drilling a hole and for securing an anchorage in a bore hole |
CY20061101403T CY1106519T1 (el) | 2001-04-26 | 2006-09-28 | Μια μεθοδος και μια συσκευη για τη διατρηση μιας οπης και για τη στepεωση μιας αγκυρωσης σε μια οπη διατρησης |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT0032701U AT5644U1 (de) | 2001-04-26 | 2001-04-26 | Verfahren und vorrichtung zum bohren eines loches und zum festlegen einer verankerung in einem bohrloch |
ATGM327/2001 | 2001-04-26 | ||
ATA537/2002 | 2002-04-05 | ||
AT5372002 | 2002-04-05 |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/692,812 Continuation US7080697B2 (en) | 2001-04-26 | 2003-10-27 | Method and device for drilling a hole and for securing an anchorage in a bore hole |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2002088523A1 true WO2002088523A1 (de) | 2002-11-07 |
Family
ID=25592329
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AT2002/000120 WO2002088523A1 (de) | 2001-04-26 | 2002-04-23 | Verfahren und vorrichtung zum bohren eines loches und zum festlegen einer verankerung in einem bohrloch |
Country Status (23)
Country | Link |
---|---|
US (1) | US7080697B2 (de) |
EP (1) | EP1381756B2 (de) |
JP (1) | JP4036756B2 (de) |
KR (1) | KR100779340B1 (de) |
CN (1) | CN100356035C (de) |
AT (1) | ATE332436T1 (de) |
AU (1) | AU2002338538B2 (de) |
CA (1) | CA2442320C (de) |
CY (1) | CY1106519T1 (de) |
CZ (1) | CZ301100B6 (de) |
DE (1) | DE50207438D1 (de) |
DK (1) | DK1381756T3 (de) |
ES (1) | ES2262838T5 (de) |
HK (1) | HK1066581A1 (de) |
HR (1) | HRP20030813A2 (de) |
HU (1) | HUP0303931A3 (de) |
PL (1) | PL197261B1 (de) |
PT (1) | PT1381756E (de) |
RU (1) | RU2278941C2 (de) |
SI (1) | SI1381756T2 (de) |
SK (1) | SK286790B6 (de) |
TW (1) | TW530113B (de) |
WO (1) | WO2002088523A1 (de) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2003093644A1 (de) * | 2002-04-29 | 2003-11-13 | Welser Profile Ag | Verfahren zum herstellen eines bergbaumetalldübels |
WO2005085582A1 (en) * | 2004-03-10 | 2005-09-15 | Sandvik Intellectual Property Ab | Single pass drilling apparatus, use a one -piece drill bit, method and rock bolt for single pass rock bolting. |
WO2006130889A1 (de) | 2005-06-07 | 2006-12-14 | Alwag Tunnelausbau Gesellschaft M.B.H. | Verfahren und vorrichtung zum bohren, insbesondere schlag- oder drehschlagbohren eines lochs in boden- oder gesteinsmaterial |
US7766103B2 (en) | 2007-02-14 | 2010-08-03 | Sandvik Intellectual Property Ab | Drill bit and a single pass drilling apparatus |
CN110307003A (zh) * | 2019-08-12 | 2019-10-08 | 中铁二院工程集团有限责任公司 | 适用于预防隧道底部变形的泄压导洞及其施工方法 |
EP4183974A1 (de) * | 2021-11-17 | 2023-05-24 | DSI Underground Austria GmbH | Sensorgestütztes hohlstab-system |
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Publication number | Priority date | Publication date | Assignee | Title |
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SE526132C2 (sv) * | 2003-11-13 | 2005-07-12 | Atlas Copco Rock Drills Ab | Förfarande och anordning för installering av en självborrande expanderbar bergbult och en självborrande expanderbar bergbult |
AT509159B1 (de) * | 2004-03-23 | 2011-09-15 | Alwag Tunnelausbau Gmbh | Verfahren und vorrichtung zum bohren, insbesondere schlag- oder drehschlagbohren, eines lochs in boden- oder gesteinsmaterial und zum ausbilden einer verankerung in dem loch |
US7404453B2 (en) * | 2006-03-07 | 2008-07-29 | Boys Donald R | Method and apparatus for forming square holes for posts |
FI122034B (fi) * | 2006-10-03 | 2011-07-29 | Turun Ammattikorkeakoulu | Menetelmä reiän poraamiseksi |
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 (en) * | 2013-09-29 | 2015-04-02 | Lev Dror | Apparatus and method for installing an anchor within a base material |
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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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
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WO2003093644A1 (de) * | 2002-04-29 | 2003-11-13 | Welser Profile Ag | Verfahren zum herstellen eines bergbaumetalldübels |
WO2005085582A1 (en) * | 2004-03-10 | 2005-09-15 | Sandvik Intellectual Property Ab | Single pass drilling apparatus, use a one -piece drill bit, method and rock bolt for single pass rock bolting. |
JP2007528459A (ja) * | 2004-03-10 | 2007-10-11 | サンドビック インテレクチュアル プロパティー アクティエボラーグ | ワンパス穿孔装置 |
WO2006130889A1 (de) | 2005-06-07 | 2006-12-14 | Alwag Tunnelausbau Gesellschaft M.B.H. | Verfahren und vorrichtung zum bohren, insbesondere schlag- oder drehschlagbohren eines lochs in boden- oder gesteinsmaterial |
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US7766103B2 (en) | 2007-02-14 | 2010-08-03 | Sandvik Intellectual Property Ab | Drill bit and a single pass drilling apparatus |
CN110307003A (zh) * | 2019-08-12 | 2019-10-08 | 中铁二院工程集团有限责任公司 | 适用于预防隧道底部变形的泄压导洞及其施工方法 |
CN110307003B (zh) * | 2019-08-12 | 2024-04-12 | 中铁二院工程集团有限责任公司 | 适用于预防隧道底部变形的泄压导洞及其施工方法 |
EP4183974A1 (de) * | 2021-11-17 | 2023-05-24 | DSI Underground Austria GmbH | Sensorgestütztes hohlstab-system |
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