WO2012023101A1 - Anchoring device - Google Patents
Anchoring device Download PDFInfo
- Publication number
- WO2012023101A1 WO2012023101A1 PCT/IB2011/053617 IB2011053617W WO2012023101A1 WO 2012023101 A1 WO2012023101 A1 WO 2012023101A1 IB 2011053617 W IB2011053617 W IB 2011053617W WO 2012023101 A1 WO2012023101 A1 WO 2012023101A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tubular body
- anchoring
- anchoring device
- anchoring element
- elongate
- Prior art date
Links
Classifications
-
- 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
- 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
- E21D21/008—Anchoring or tensioning means
Definitions
- THIS invention relates to an anchoring device and more particularly but not exclusively, to a rock anchor for use in a mining environment, and which combines the functionality of a split set and an attachment anchor.
- Anchoring devices generally known as anchor bolts or rock bolts in the industry, are ubiquitous in mining and excavation applications, and are used for stabilizing a rock mass where excavation or mining has taken or is taking place.
- the anchor bolts assist in transferring loads from unstable surface zones to more stable interior zones of a rock body in question.
- Many different types of anchor bolts are used in industry, and the anchor bolt designs vary from simple to very complex designs.
- split sets are anchors that comprise of an elongated high strength steel tube which is slotted along its length.
- One end of the tube is of a slightly tapered configuration for easy insertion into a drill hole, whilst the other end may include a welded ring-flange for holding a bearing plate.
- the slotted tube is driven into a slightly smaller hole, by applying an insertion force with a hammer drill, which is typically the same drill used to drill the hole.
- a hammer drill which is typically the same drill used to drill the hole.
- outer surfaces of the tube engages an inner surface of the hole, which causes the slot and thus the tube, to be compressed.
- the tube therefore exerts an opposing radially outwardly directed force onto the walls of the hole, thus resulting in secure engagement between the tube and the hole.
- anchors used to secure meshing, pipes or other utilities relative to a rock body.
- the purpose of the anchoring device is to provide an attachment point for some external article, rather than reinforcing the rock body, and these anchors are, in this specification, generally referred to as attachment anchors.
- an anchoring device suitable for being installed inside a drilled hole, the anchoring device including: a tubular body having a longitudinal slot provided in a sidewall thereof, the body being displaceable between a tensioned position and a relaxed position, with a diameter of the tube being smaller in the tensioned position than in the relaxed position, and with the tubular body being biased towards the relaxed position so as to in use engage sidewalls of a hole in which it is installed; and an elongate anchoring element locatable inside the tubular body, the anchoring element being displaceable between a retracted position in which an end of the anchoring element is located inside the tubular body, and a protruding position, in which at least the end of the elongate element protrudes from the tubular element.
- the anchoring device to include a displacement limitation means configuration for limiting the displacement of the elongate anchor element relative to the tubular body.
- the elongate anchoring element to be slideably secured to the tubular body.
- the displacement limitation configuration to comprise a sleeve formation located inside the tubular element, and a stopper secured to the anchoring element, the configuration being such that a body of the anchoring element is displaceable relative to a bore of the sleeve formation, but that the stopper is of a larger diameter than the bore of the sleeve formation, and therefore not displaceable beyond the sleeve formation.
- the sleeve formation may be in the form of a body having a bore provided therethrough, which body is welded to the tubular body.
- the sleeve formation to be in the form of an eye or eyelet formed by punching a depression into a sidewall of the tubular body.
- the displacement limitation configuration in the form of complementary tapering formations provided on the tubular body and on the anchoring element.
- the tubular body is preferably in the form of a split set as is known in the art.
- the elongate anchoring element may be in the form of a steel eye bolt, a steel cable, or alternatively any other suitable elongate element that terminates in a suitable attachment formation.
- a tubular body having a longitudinal slot provided therein, the tubular body being displaceable between a tensioned position and a relaxed position, with a diameter of the tube being smaller in the tensioned position than in the relaxed position, the tubular body being biased towards the relaxed position, characterized in that a sleeve formation is provided inside the tubular body.
- the sleeve formation may be in the form of a body having a bore provided therethrough, with the body being welded to the tubular body.
- the sleeve formation may be in the form of an eye or eyelet formed by punching a depression into a sidewall of the tubular body.
- the tubular body is in the form of a split set.
- a method of installing an anchoring device in a hole drilled in a rock body including the step of:
- the method may include the further step of securing the anchoring element relative to the tubular body in the protruding position.
- the step of securing the anchoring element in the protruding position may entail injecting a settable fluid in a cavity formed between the tubular body and the anchoring element.
- Figure 1 is a cross-sectional side view of an anchoring device in accordance with a first embodiment of the invention, and with the anchoring element in a retracted position;
- Figure 2 shows the anchoring device of Figure 1 with the anchoring element in a protruding position
- Figure 3 is a cross-sectional side view of an anchoring device in accordance with a first embodiment of the invention, and with the anchoring element in a retracted position.
- the anchoring device essentially combines two different existing devices in a novel and inventive manner so as to achieve unexpected benefits.
- the anchoring device 10 comprises a frictional anchor in the form of a split set 20, as well as an attachment anchor 20 which may take many different forms.
- the purpose of the frictional anchor 30 is to transfer loads from unstable surface regions to more stable interior zones of a rock body.
- the purpose of the attachment anchor 30 is to provide attachment formations suitable for receiving pipes, cable, meshing or any other utility required in the mining environment.
- the frictional anchor 20, or split set is in the form of an elongate tubular body having a longitudinal slot (not shown) provided therein.
- the tubular body terminates in a tapered end 21 , and an opposing end terminates in a flange formation 22.
- the use and advantages of a split set is well known, and does not require further explanation. Suffice it to say that the inherent outward bias of the walls of the tubular body causes the split set to engage the walls of the hole in which it is secured, thus resulting in a rigid interface between the tubular body and the rock body, and therefore also in an efficient transfer of loads.
- the attachment anchor 30 can take many different forms, and the one in the specific example is in the form of a cable anchor, comprising an elongate body 31 , having a first end 32 terminating in a loop formation, and a second end 33 that is in use located inside the hole provided in the rock body.
- the attachment anchor 30 is furthermore configured and dimensioned to fit inside the split set 20. It will however be appreciated that it would be advisable for the attachment anchor 30, and in particular the first end 32 of the attachment anchor, only to protrude from the split set when it is actually required for use. This would simplify installation of the split set, and will also ensure that the attachment anchor 30 is only used once properly secured relative to the split set. For this reason the attachment anchor 30 is displaceable between a retracted position ( Figure 1) in which in which the first end 32 of the anchoring element 30 is located inside the tubular body of the split set 20, and a protruding position (Figure 2), in which at least part of the elongate element protrudes from the tubular body of the split set 20.
- displacement limitation means 40 are provided to limit displacement between the attachment anchor 30 and the split set 20.
- the displacement limitations means 40 are in the form of a sleeve 41 secured to the split set, and a stopper 42 secured to the attachment anchor 30.
- the sleeve 41 and the elongate body 31 of the attachment anchor 30 are configured and dimensioned to allow displacement of the elongate body through a bore of the sleeve.
- the stopper 42 has a larger span than the diameter of the bore of the sleeve 41 , and therefore prevents further displacement of the attachment anchor when the stopper 42 abuts the sleeve 41.
- the loop of the attachment anchor protrudes beyond the flange 22 of the split set, and the attachment anchor can now be secured relative to the split set by injecting a suitable settable media, such as grouting, into an annulus formed between the tubular body of the split set and the elongate body of the attachment anchor.
- the sleeve is formed by punching an indentation / depression into the sidewall of the tubular body, in order for part of the sidewall to extend radially into the tubular body. In this way an eye or eyelet is formed, edges of which are still secured to the sidewall, thus resulting in the sleeve being integrally formed with the tubular body, and in so doing negating the need for welding.
- displacement limitation means 40 are in the form of two complementary wedge formations (41 and 42) that will also prevent further movement once a predetermined relative position is reached.
- This configuration will have the additional benefit of increasing the force exerted by the split set on the walls of the aperture, as the wedge formations will exert a outwardly directed reactive force onto the walls of the tubular body of the split set when the attachment anchor is downwardly displaced.
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2011292797A AU2011292797A1 (en) | 2010-08-16 | 2011-08-16 | Anchoring device |
US13/817,321 US20130294844A1 (en) | 2010-08-16 | 2011-08-16 | Anchoring device |
CN2011800398973A CN103299034A (en) | 2010-08-16 | 2011-08-16 | Anchoring device |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ZA2010/05824 | 2010-08-16 | ||
ZA201005824 | 2010-08-16 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2012023101A1 true WO2012023101A1 (en) | 2012-02-23 |
Family
ID=45604821
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/IB2011/053617 WO2012023101A1 (en) | 2010-08-16 | 2011-08-16 | Anchoring device |
Country Status (6)
Country | Link |
---|---|
US (1) | US20130294844A1 (en) |
CN (1) | CN103299034A (en) |
AU (1) | AU2011292797A1 (en) |
CL (1) | CL2013000472A1 (en) |
WO (1) | WO2012023101A1 (en) |
ZA (1) | ZA201105990B (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3155221B1 (en) * | 2014-06-13 | 2019-01-02 | Sandvik Intellectual Property AB | Friction bolt |
PL3384131T3 (en) * | 2015-11-30 | 2021-05-31 | Sandvik Intellectual Property Ab | Friction bolt |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4407610A (en) * | 1980-03-28 | 1983-10-04 | Elders G W | Stabilizer for an earth structure |
WO2000052304A1 (en) * | 1999-03-01 | 2000-09-08 | Witzand Hendrik Hermanus Gerha | Friction bolt with flexible core |
WO2003058033A1 (en) * | 2002-01-11 | 2003-07-17 | Jeffery Robert Fergusson | A rock bolt |
US7270501B2 (en) * | 2003-05-12 | 2007-09-18 | Atlas Copco Rock Drills Ab | Expandable rock bolt and rock bolting system |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3451304A (en) * | 1967-10-12 | 1969-06-24 | Raymond H Taylor | Slotted wedge-type eyebolt |
SE427764B (en) * | 1979-03-09 | 1983-05-02 | Atlas Copco Ab | MOUNTAIN CULTURAL PROCEDURES REALLY RUCH MOUNTED MOUNTAIN |
US4260294A (en) * | 1979-11-19 | 1981-04-07 | Ingersoll-Rand Company | Friction rock stabilizer and method for inserting thereof in an earth structure bore |
US4312604A (en) * | 1980-07-17 | 1982-01-26 | Ingersoll-Rand Co. | Friction rock stabilizer set, and a method of fixing a friction rock stabilizer in an earth structure bore |
US5297900A (en) * | 1988-10-10 | 1994-03-29 | Witzand Hendrik H | Rock stabilizer |
US5649790A (en) * | 1995-06-22 | 1997-07-22 | Mergen; Douglas Matthew | Friction rock stabilizer and method for insertion |
US5827014A (en) * | 1997-02-04 | 1998-10-27 | Hugotek (Proprietary) Limited | Friction rock stabilizer |
EP1715138B1 (en) * | 2005-04-16 | 2008-05-21 | fischerwerke GmbH & Co. KG | Tie rod |
-
2011
- 2011-08-16 WO PCT/IB2011/053617 patent/WO2012023101A1/en active Application Filing
- 2011-08-16 US US13/817,321 patent/US20130294844A1/en not_active Abandoned
- 2011-08-16 ZA ZA2011/05990A patent/ZA201105990B/en unknown
- 2011-08-16 CN CN2011800398973A patent/CN103299034A/en active Pending
- 2011-08-16 AU AU2011292797A patent/AU2011292797A1/en not_active Abandoned
-
2013
- 2013-02-15 CL CL2013000472A patent/CL2013000472A1/en unknown
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4407610A (en) * | 1980-03-28 | 1983-10-04 | Elders G W | Stabilizer for an earth structure |
WO2000052304A1 (en) * | 1999-03-01 | 2000-09-08 | Witzand Hendrik Hermanus Gerha | Friction bolt with flexible core |
WO2003058033A1 (en) * | 2002-01-11 | 2003-07-17 | Jeffery Robert Fergusson | A rock bolt |
US7270501B2 (en) * | 2003-05-12 | 2007-09-18 | Atlas Copco Rock Drills Ab | Expandable rock bolt and rock bolting system |
Also Published As
Publication number | Publication date |
---|---|
US20130294844A1 (en) | 2013-11-07 |
ZA201105990B (en) | 2012-05-25 |
CN103299034A (en) | 2013-09-11 |
AU2011292797A1 (en) | 2013-03-21 |
CL2013000472A1 (en) | 2013-12-13 |
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