WO2020222030A1 - Self-drilling expandable rock bolt arrangement and related method of manufacture - Google Patents
Self-drilling expandable rock bolt arrangement and related method of manufacture Download PDFInfo
- Publication number
- WO2020222030A1 WO2020222030A1 PCT/IB2019/053536 IB2019053536W WO2020222030A1 WO 2020222030 A1 WO2020222030 A1 WO 2020222030A1 IB 2019053536 W IB2019053536 W IB 2019053536W WO 2020222030 A1 WO2020222030 A1 WO 2020222030A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tube
- expandable
- valve
- rock bolt
- bolt arrangement
- 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.)
- Ceased
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
- F16B13/002—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose self-cutting
- F16B13/003—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose self-cutting with a separate drilling bit attached to or surrounded by the dowel element
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
-
- 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
- E21D21/0033—Anchoring-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
-
- 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
- E21D21/0053—Anchoring-bolts in the form of lost drilling rods
-
- 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
- E21D21/0073—Anchoring-bolts having an inflatable sleeve, e.g. hollow sleeve expanded by a fluid
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
- F16B13/04—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front
- F16B13/06—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front combined with expanding sleeve
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
- F16B13/14—Non-metallic plugs or sleeves; Use of liquid, loose solid or kneadable material therefor
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B25/00—Screws that cut thread in the body into which they are screwed, e.g. wood screws
- F16B25/001—Screws that cut thread in the body into which they are screwed, e.g. wood screws characterised by the material of the body into which the screw is screwed
- F16B25/0026—Screws that cut thread in the body into which they are screwed, e.g. wood screws characterised by the material of the body into which the screw is screwed the material being a hard non-organic material, e.g. stone, concrete or drywall
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
Definitions
- This invention relates to an expandable rock bolt arrangement and related method of manufacture, and in particular to an integral, self-drilling rock bolt.
- Expandable rock bolts such as the SwellexTM or HydroBoltTM rock bolt systems, are widely used in the mining and tunnelling industries.
- the SwellexTM rock bolt for example, comprises a welded tube folded on itself and sealed at one extremity, which is expandable within a drilled hole using a high-pressure water flow provided by a pump. The expansion of the bolt inside the drilled hole creates a friction and interlocking anchor.
- an operator drills a hole in the rock, inserts the bolt and then inflates it to a pre-determined pressure using the pump.
- One of the main shortcomings with this traditional rock bolt system is that it involves a 2-step procedure, namely the drilling of a hole, and then the subsequent insertion of the rock bolt.
- an expandable rock bolt arrangement comprising: an expandable elongate tube defining a leading end and a trailing end; a first tube portion extending from the leading end of the elongate tube, with a cutting bit being fittable to the first tube portion, so that upon rotation of the elongate tube, the rock bolt arrangement can be drilled into rock; and an outlet valve fitted within or to the first tube portion, the outlet valve comprising a valve body, a valve seal and a valve seat, so that during the drilling of the rock bolt arrangement into rock, liquid can enter the expandable elongate tube through the trailing end and exit through the outlet valve to flush cuttings and cool the cutting bit, under relatively low pressure in which case the outlet valve is in an open position, with the valve seat being spaced apart from the valve seal, and once drilled to the required depth into the rock, the pressure of the liquid can be increased, which in turn causes the valve to move to a closed position, in which the valve seat sealingly abuts against the valve seal
- a first reinforcing sleeve is fitted over the interface between the first tube portion extending from the leading end of the elongate tube, so as to cover at least a portion of the first tube portion and a portion of the leading end of the elongate tube.
- the first reinforcing sleeve defines at least one elongate seam, but preferably two elongate seams spaced 180 degrees apart, which gets welded to the inner/underlying first tube portion and adjacent elongate tube.
- the ends of the first reinforcing sleeve are also welded to the inner/underlying first tube portion and adjacent elongate tube.
- the first tube portion comprises a spiral tube to which the cutting bit can be fitted.
- the expandable rock bolt arrangement comprises a second tube portion extending from the trailing end of the elongate tube.
- an inlet valve can be fitted within or to the second tube portion, with a hose coupling adaptor being fitted to the inlet valve to enable liquid to be pumped into the expandable elongate tube.
- a second reinforcing sleeve is fitted over the interface between the second tube portion extending from the trailing end of the elongate tube, so as to cover at least a portion of the second tube portion and a portion of the trailing end of the elongate tube.
- the second reinforcing sleeve defines at least one elongate seam, but preferably two elongate seams spaced 180 degrees apart, which gets welded to the inner/underlying second tube portion and adjacent elongate tube.
- the ends of the second reinforcing sleeve are also welded to the inner/underlying second tube portion and adjacent elongate tube.
- the second tube portion comprises a spiral tube to enable the second tube portion, and thus the expandable rock bolt arrangement, to be secured to a drilling machine so as to rotatingly drill rock bolt arrangement into rock.
- valve seal is made from a polyurethane material, or any other synthetic material, to enable the valve seal to act as both a spring and a seal as the valve moves between the open and closed positions.
- a method of assembling an expandable rock bolt arrangement comprising: providing an expandable elongate tube defining a leading end and a trailing end; securing a first tube portion to the leading end of the elongate tube, to which a cutting bit can be fitted, so that upon rotation of the elongate tube, in use, the rock bolt arrangement can be drilled into rock; and fitting an outlet valve within or to the first tube portion, the outlet valve comprising a valve body, a valve seal and a valve seat, so that during the drilling of the rock bolt arrangement into rock, liquid can enter the expandable elongate tube through the trailing end and exit through the outlet valve to flush cuttings and cool the cutting bit, under relatively low pressure in which case the outlet valve is in an open position, with the valve seat being spaced apart from the valve seal, and once drilled to the required depth into the rock, the pressure of the liquid can be increased, which in turn causes the valve to move to a closed position, in which the valve seat
- the method comprises fitting a first reinforcing sleeve over the interface between the first tube portion extending from the leading end of the elongate tube, so as to cover at least a portion of the first tube portion and a portion of the leading end of the elongate tube.
- the first reinforcing sleeve defines at least one elongate seam, but preferably two elongate seams spaced 180 degrees apart, which gets welded to the inner/underlying first tube portion and adjacent elongate tube.
- the ends of the first reinforcing sleeve are also welded to the inner/underlying first tube portion and adjacent elongate tube.
- the method comprises fitting a second tube portion to the trailing end of the elongate tube.
- the method comprises fitting an inlet valve within or to the second tube portion.
- a hose coupling adaptor may be fitted to the inlet valve to enable liquid to be pumped into the expandable elongate tube.
- the method comprises fitting a second reinforcing sleeve over the interface between the second tube portion extending from the trailing end of the elongate tube, so as to cover at least a portion of the second tube portion and a portion of the trailing end of the elongate tube.
- the second reinforcing sleeve defines at least one elongate seam, but preferably two elongate seams spaced 180 degrees apart, which gets welded to the inner/underlying second tube portion and adjacent elongate tube.
- the ends of the second reinforcing sleeve are also welded to the inner/underlying second tube portion and adjacent elongate tube.
- the second tube portion comprises a spiral tube to enable the second tube portion, and thus the expandable rock bolt arrangement, to be secured to a drilling machine so as to rotatingly drill rock bolt arrangement into rock.
- Figure 1 shows a side view of an expandable rock bolt arrangement according to a first version the present invention
- Figure 2 shows a cross-sectional side view of the expandable rock bolt arrangement shown in Figure 1 ;
- Figure 3A shows a detailed view of a leading end of the expandable rock bolt arrangement shown in Figure 2;
- Figure 3B shows a detailed view of a trailing end of the expandable rock bolt arrangement shown in Figure 2;
- Figure 4 shows a top view of a reinforcing sleeve for use at both a leading end and a trailing end of an expandable elongate tube used in the expandable rock bolt arrangement of the invention
- Figure 5 shows a side view of an expandable rock bolt arrangement according to a second version the present invention
- Figure 6 shows a cross-sectional view of an expandable elongate tube of the rock bolt arrangement shown in Figures 1 and 5, taken along line A-A of the rock bolt arrangement shown in Figure 5;
- Figure 7 shows a perspective view of an outlet or leading end portion of the rock bolt arrangement shown in Figure 5;
- Figure 8 shows a cross-sectional, detailed side view of the outlet end of the expandable rock bolt arrangement shown in Figure 5;
- Figure 9 shows detailed views of an outlet valve used in the outlet end of the expandable rock bolt arrangement shown in Figure 5, and in particular three different seal designs that may be used.
- an expandable rock bolt arrangement 10 comprising an expandable elongate tube 12, made from a ductile material, the tube 12 defining a leading end 14 and a trailing end 16.
- the elongate tube 12 comprises a welded tube folded on itself, of the type shown in Figures 6 and 7.
- the tube 12 is arranged to expand or inflate within a drilled hole, to create a friction and interlocking anchor.
- the spiral tube 18 is welded to the leading end of the elongate tube 12, as indicated by weld line 20 in Figure 3A.
- a cutting bit (not shown) is secured to the first tube portion 18, so that upon rotation of the elongate tube 12, the rock bolt arrangement 10 can be drilled into rock, as will be described in more detail further below. This arrangement ensures that the rock bolt arrangement 10 is self-drilling, thus providing a 1 -step procedure.
- An outlet valve 22 is fitted within the first tube portion 18, the outlet valve 22 comprising a valve body 24, a valve seal 26 and a valve seat 28 (typically in the form of a pin).
- a valve body 24 typically in the form of a pin.
- a valve seal 26 typically in the form of a pin.
- the pressure of the water can be increased, which in turn causes the outlet valve 22 to move to a closed position.
- the valve seat 28 sealingly abuts against the valve seal 26, thereby enabling the pressure of the water within the expandable elongate tube 12 to increase accordingly.
- This increase in pressure in turn causes the expandable elongate tube 12 to expand radially so as to grippingly engage the drilled hole.
- valve seal 26 is made from a polyurethane material (or any other synthetic material) to enable the valve seal 26 to act as both a spring and a seal as the valve 22 moves between the open and closed positions.
- the rock bolt arrangement 10 comprises a first reinforcing sleeve 30 fitted over the interface between the first tube portion 18 extending from the leading end 14 of the elongate tube 12, so as to cover at least a portion of the first tube portion 18 and a portion of the leading end 14 of the elongate tube 12, as best shown in Figure 3A.
- the first reinforcing sleeve 30 defines at least one elongate seam 32, but preferably two elongate seams spaced 180 degrees apart. These seams 32 get welded to the inner/underlying first tube portion 18 and adjacent elongate tube 12. In addition, the ends of the first reinforcing sleeve 30 are also welded to the inner/underlying first tube portion 18 and adjacent elongate tube 12, as indicated by transversely extending weld lines 34 and 36.
- the expandable rock bolt arrangement 10 comprises a second tube portion 50 extending from the trailing end 16 of the elongate tube 12.
- the second tube portion 50 also takes the form of a spiral tube, as best shown in Figure 1 , which gets welded to the trailing end 16 of the elongate tube 12, as indicated by weld line 52 in Figure 3B.
- an inlet valve 54 (typically, a one-way inlet valve) can be fitted within or to the second tube portion 50.
- a hose coupling adaptor (not shown) may be fitted to the inlet valve 54 to enable water to be pumped into the expandable elongate tube 12, as described above.
- the supply of pressurised water is stopped, with the one-way inlet valve 54 in turn ensuring that the elongate tube 12 remains in its expanded/inflated state.
- the inlet valve 54 is substantially similar in construction to the outlet valve 22.
- the inlet valve 54 may comprise a valve body 70, a valve seal 72 and a valve seat 74 (typically also in the form of a pin).
- water can enter the inlet valve 54, with the valve seat 74 being urged away from the valve seal 72, but prevents water from exiting as a result of the valve seat 72 sealingly abutting against the valve seal 72.
- valve seal 72 is made from a polyurethane material (or any other synthetic material) to enable the valve seal 72 to act as both a spring and a seal as the valve 54 moves between the open and closed positions.
- a second reinforcing sleeve 56 is fitted (welded, typically) over the interface between the second tube portion 50 extending from the trailing end 16 of the elongate tube 12, so as to cover at least a portion of the second tube portion 50 and a portion of the trailing end 16 of the elongate tube 12. This is best shown in Figure 3B.
- the second reinforcing sleeve 56 defines at least one elongate seam 58, but preferably two elongate seams spaced 180 degrees apart, which gets welded to the inner/underlying second tube portion 50 and adjacent elongate tube 12.
- the ends of the second reinforcing sleeve 56 are also welded to the inner/underlying second tube portion 50 and adjacent elongate tube 12, as indicated by transversely extending weld lines 60 and 62.
- the spiral second tube portion 50 is in use secured to a drilling machine so as to rotatingly drill the rock bolt arrangement 10 into rock.
- the arrangement 100 comprises an expandable elongate tube 12, which is substantially similar to the elongate tube 12 described above with reference to Figures 1 to 4.
- the elongate tube 12 is made from a ductile material, and defines an outlet or leading end 102 and an inlet or trailing end 104.
- the elongate tube 12 comprises a welded tube folded on itself, to define a substantially C-shaped body, as best shown in Figures 6 and 7; this tube 12 is known in the field as a SwellexTM tube.
- a first tube portion 106 typically in the form of a spiral tube, as best shown in Figures 5 and 7, extends from the leading end 102 of the elongate tube 12.
- the spiral tube 106 is welded to the leading end 102 of the elongate tube 12, as indicated by weld line 108 in Figure 8.
- a cutting bit (not shown) is secured to the first tube portion 106, so that upon rotation of the elongate tube 12, the rock bolt arrangement 100 can be drilled into rock, as described above.
- An outlet valve 1 10 is fitted within the first tube portion 106, and is typically welded to the end of the first tube portion 106.
- the outlet valve 1 10 comprises a valve body or housing 1 12, defining a working chamber 1 14 and an opening 1 15 for receiving water under pressure, in use.
- the valve body 1 12 has an internally threaded end 1 16 to receive a corresponding threaded top screw component 1 18 having a protruding end member 120.
- the valve body 1 12 houses a valve seat 122 (typically in the form of a pin), having a support base 124, a circular locator 126 extending from the support base 124 and an elongate, triangular pin element 128.
- the circular locator 126 supports any one of three possible valve seals 130.1 , 130.2 and 130.3.
- Valve seal 130.1 is a circular valve seal
- valve seal 130.2 is also a circular valve seal but with a pair of opposite flat faces
- a valve seal 130.3 is a substantially triangular valve seal with flattened faces at each of its three apexes.
- the protruding end member 120 has notches 132 to enable the threaded top screw component 1 18 to be screwed into the internally threaded end 1 16 of the valve body 1 12.
- valve seals 130.1 , 130.2 and 130.3 are made from a polyurethane material (or any other synthetic material) to enable them to act as both a spring (at lower pressures) and a seal (at higher pressures) as the valve 1 10 moves between opened and closed positions.
- the rock bolt arrangement 100 comprises a first reinforcing sleeve 140 fitted over the interface between the first tube portion 106 extending from the leading end 102 of the elongate tube 12, so as to cover at least a portion of the first tube portion 106 and a portion of the leading end 102 of the elongate tube 12, as best shown in Figure 8.
- the portion of the first reinforcing sleeve 140 over the elongate tube 12 is substantially cylindrical, whereas the portion of the first reinforcing sleeve 140 over the first tube portion 106 tapers slightly towards the first tube portion 106.
- the first reinforcing sleeve 140 defines at least one elongate seam 142, but preferably two elongate seams spaced 180 degrees apart. These seams 142 get welded to the inner/underlying first tube portion 106 and adjacent elongate tube 12, along weld line 144. In addition, the ends of the first reinforcing sleeve 140 are also welded to the inner/underlying first tube portion 106 and adjacent elongate tube 12, as indicated by transversely extending weld lines 146 and 148, respectively.
- the expandable rock bolt arrangement 100 comprises a second tube portion 150 extending from the trailing end 104 of the elongate tube 12.
- the second tube portion 150 also takes the form of a spiral tube, which gets welded to the trailing end 104 of the elongate tube 12, at the interface indicated by arrow 152.
- a second reinforcing sleeve 154 is fitted (welded, typically) over the interface 152 between the second tube portion 150 extending from the trailing end 104 of the elongate tube 12, so as to cover at least a portion of the second tube portion 150 and a portion of the trailing end 104 of the elongate tube 12.
- the second reinforcing sleeve 154 defines at least one elongate seam 156, but preferably two elongate seams spaced 180 degrees apart, which gets welded to the inner/underlying second tube portion 150 and adjacent elongate tube 12, along weld line 158.
- the ends of the second reinforcing sleeve 154 are also welded to the inner/underlying second tube portion 150 and adjacent elongate tube 12, as indicated by transversely extending weld lines 160 and 162, respectively.
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
Claims
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/IB2019/053536 WO2020222030A1 (en) | 2019-04-30 | 2019-04-30 | Self-drilling expandable rock bolt arrangement and related method of manufacture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/IB2019/053536 WO2020222030A1 (en) | 2019-04-30 | 2019-04-30 | Self-drilling expandable rock bolt arrangement and related method of manufacture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2020222030A1 true WO2020222030A1 (en) | 2020-11-05 |
Family
ID=73028911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/IB2019/053536 Ceased WO2020222030A1 (en) | 2019-04-30 | 2019-04-30 | Self-drilling expandable rock bolt arrangement and related method of manufacture |
Country Status (1)
| Country | Link |
|---|---|
| WO (1) | WO2020222030A1 (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4636115A (en) * | 1980-11-10 | 1987-01-13 | The Curators Of The University Of Missouri | Expansion bolt and mine roof reinforcement therewith |
| WO2005047652A1 (en) * | 2003-11-13 | 2005-05-26 | Atlas Copco Rock Drills Ab | Self-drilling rock bolt |
| US20070122238A1 (en) * | 2003-11-13 | 2007-05-31 | Fredrik Oberg | Method and device for installing a self-drilling expandable rock bolt and a self-drilling rock bolt |
| US20090052995A1 (en) * | 2004-07-08 | 2009-02-26 | Atlas Copco Craelius Ab | Arrangement for injecting and affixing a reinforcing or anchoring element in a rock wall |
| US20100044102A1 (en) * | 2008-08-20 | 2010-02-25 | Rinzler Charles C | Methods and apparatus for removal and control of material in laser drilling of a borehole |
| US20100260557A1 (en) * | 2007-11-21 | 2010-10-14 | Robert Custers | rock anchor |
| US20110036560A1 (en) * | 2009-08-13 | 2011-02-17 | Vail Iii William Banning | Long-lasting hydraulic seals for smart shuttles, for coiled tubing injectors, and for pipeline pigs |
| US20110168398A1 (en) * | 2008-09-18 | 2011-07-14 | Peter Andrew Gray | Injection, Sealing Valving and Passageway System |
| US20170175468A1 (en) * | 2009-08-13 | 2017-06-22 | Smart Drilling And Completion, Inc. | Universal drilling and completion system |
-
2019
- 2019-04-30 WO PCT/IB2019/053536 patent/WO2020222030A1/en not_active Ceased
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4636115A (en) * | 1980-11-10 | 1987-01-13 | The Curators Of The University Of Missouri | Expansion bolt and mine roof reinforcement therewith |
| WO2005047652A1 (en) * | 2003-11-13 | 2005-05-26 | Atlas Copco Rock Drills Ab | Self-drilling rock bolt |
| US20070122238A1 (en) * | 2003-11-13 | 2007-05-31 | Fredrik Oberg | Method and device for installing a self-drilling expandable rock bolt and a self-drilling rock bolt |
| US20090052995A1 (en) * | 2004-07-08 | 2009-02-26 | Atlas Copco Craelius Ab | Arrangement for injecting and affixing a reinforcing or anchoring element in a rock wall |
| US20100260557A1 (en) * | 2007-11-21 | 2010-10-14 | Robert Custers | rock anchor |
| US20100044102A1 (en) * | 2008-08-20 | 2010-02-25 | Rinzler Charles C | Methods and apparatus for removal and control of material in laser drilling of a borehole |
| US20110168398A1 (en) * | 2008-09-18 | 2011-07-14 | Peter Andrew Gray | Injection, Sealing Valving and Passageway System |
| US20110036560A1 (en) * | 2009-08-13 | 2011-02-17 | Vail Iii William Banning | Long-lasting hydraulic seals for smart shuttles, for coiled tubing injectors, and for pipeline pigs |
| US20170175468A1 (en) * | 2009-08-13 | 2017-06-22 | Smart Drilling And Completion, Inc. | Universal drilling and completion system |
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