AU2010201914A1 - Fastening element for use in mining and tunnel construction - Google Patents

Fastening element for use in mining and tunnel construction Download PDF

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Publication number
AU2010201914A1
AU2010201914A1 AU2010201914A AU2010201914A AU2010201914A1 AU 2010201914 A1 AU2010201914 A1 AU 2010201914A1 AU 2010201914 A AU2010201914 A AU 2010201914A AU 2010201914 A AU2010201914 A AU 2010201914A AU 2010201914 A1 AU2010201914 A1 AU 2010201914A1
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AU
Australia
Prior art keywords
base body
fastening element
weakenings
element according
cross
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
AU2010201914A
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AU2010201914B2 (en
Inventor
Richard Podesser
Arne Schibli
Michael Selb
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.)
DSI Underground Australia Pty Ltd
Original Assignee
Hilti AG
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Filing date
Publication date
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Publication of AU2010201914A1 publication Critical patent/AU2010201914A1/en
Application granted granted Critical
Publication of AU2010201914B2 publication Critical patent/AU2010201914B2/en
Assigned to DYWIDAG-SYSTEMS INTERNATIONAL PTY LIMITED reassignment DYWIDAG-SYSTEMS INTERNATIONAL PTY LIMITED Request for Assignment Assignors: HILTI AKTIENGESELLSCHAFT
Ceased legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/0026Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts

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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)
  • Connection Of Plates (AREA)
  • Clamps And Clips (AREA)
  • Earth Drilling (AREA)
  • Slide Fasteners (AREA)
  • Insertion Pins And Rivets (AREA)
  • Catching Or Destruction (AREA)

Description

- 1 AUSTRALIA PATENTS ACT 1990 COMPLETE SPECIFICATION FOR A STANDARD PATENT ORIGINAL Name of Applicant: Hilti Aktiengesellschaft Actual Inventors: Michael Selb and Richard Podesser and Arne Schibli Address for Service is: SHELSTON IP 60 Margaret Street Telephone No: (02) 9777 1111 SYDNEY NSW 2000 Facsimile No. (02) 9241 4666 CCN: 3710000352 Attorney Code: SW Invention Title: FASTENING ELEMENT FOR USE IN MINING AND TUNNEL CONSTRUCTION The following statement is a full description of this invention, including the best method of performing it known to me/us: File: 65941AUP00 -2 FASTENING ELEMENT FOR USE IN MINING AND TUNNEL CONSTRUCTION 5 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fastening element for use in mining and tunnel construction. 2. Description of the Prior Art 10 Any discussion of the prior art throughout the specification should in no way be considered as an admission that such prior art is widely known or forms part of common general knowledge in the field. In mine and tunnel construction, the ceilings and side walls are secured with chemically or mechanically anchorable, bar-shaped fastening elements. Such fastening 15 elements are also called rock anchors. These fastening elements have a base body which is formed with a solid or hollow cross-section and has a round or polygonal outer circumference. In coal mine construction, for example, the so-called longwalls are secured to further walls. During mining of coal with mining power tools such as, for example, coal rollers or coal planes, the fastening elements, which secure the side walls, 20 are destroyed or cut. The mined coal, together with pieces of fastening elements produced during mining, are transferred to the surface by conveyor belts. The pieces of the fastening elements, which remain in the coal, contaminate the coal and, therefore, -3 must be separated. In addition, the pieces of fastening elements remaining in the coal, can interfere with transportation of the coal by conveyor apparatuses. International Publication W02008/051728 discloses a fastening element for use in mining and tunnel construction designed for securing side walls and having a base 5 body made, preferably, of steel and provided on its outer side with a plurality of spaced from each other, radially extending weakenings the cross-section of which forms a break-off location of the fastening element. During mining of coal, the produced separate pieces of the fastening element, which have a certain length corresponding to the distance between the weakenings, are separated from the coal with magnets and by 10 flotation. One drawback of the known fastening element, especially of a chemically anchored fastening element, consists in that the base body upon being stricken by a mining tool, is not separated at break-off locations. As a result, partially bent pieces having sharp edges that can damage the conveyor belt, are formed. Further, too long 15 pieces of the fastening element can interfere with the transportation of the mined coal. It is an object of the present invention to overcome or ameliorate at least one of the disadvantages of the prior art, or to provide a useful alternative. Advantageously, at least one preferred embodiment of the present invention provides a fastening element for use in mining and tunnel construction, in particular, for 20 a coal mining industry and which can be easily separated into individual pieces independent of the type of anchoring of the fastening element.
-4 SUMMARY OF THE INVENTION According to the invention there is provided a fastening element for use in mining and tunnel construction, comprising a base body; and a plurality of weakenings provided on an outer surface of the base body and a cross-section of which provides a 5 break-off location and which are formed as a spiral extending along a longitudinal extent of the base body. Unless the context clearly requires otherwise, throughout the description and the claims, the words "comprise", "comprising", and the like are to be construed in an inclusive sense as opposed to an exclusive or exhaustive sense; that is to say, in the 10 sense of "including, but not limited to". Advantageously, by forming the weakenings as spirals extending in the longitudinal direction of the base body, the fastening element can be easily separated. Because the weakenings of the cross-section of the base body continuously extend at least along a major part of the longitudinal extent of the base body, it is 15 advantageously insured, independent on the type of anchoring of the fastening element, that the mining tool always strikes the base body at a location in which the base body cross-section is weakened. Therefore, the inventive fastening element is easily broken up. The weakening of the cross-section is effective essentially when a load is applied transverse to the longitudinal extent of the base body, so that the fastening element is 20 preloaded in the direction of the longitudinal extent of the base body. Advantageously, the fastening element is made of metal, in particular, steel, so that upon break-up, for example, comminuting of the fastening element by the mining - 5 tool, the fastening element breaks into correspondingly small pieces. These pieces, broken-up by the mining tool, can be easily separated from the mined coal with a magnetic separator and by flotation. The broken-up pieces of the fastening element have, in accordance with the arrangement of the break-up locations, predetermined sizes 5 which are so selected that they would not damage the conveyor belt during transportation of the mined coal. Preferably, at least two weakenings have different directions of rotation so that these weakenings cross each other at least once along the longitudinal extent of the base body. Thus, upon the base body being struck by a mining tool, breaking of the fastening 10 element in predetermined sections, for example, pieces is advantageously insured. According to an alternative embodiment, at least two weakenings have different gradients which likewise insures that the two weakenings cross each other at least once along the longitudinal extent of the base body. Thus, upon the base body being struck by the mining tool, breaking of the fastening element in predetermined sections or pieces 15 is advantageously insured. The crossing each other weakenings form a grid structure on the outer surface of the base body, whereby the fastening element is preloaded by a high preload force despite of the weakening of the cross-section. Advantageously, the base body is formed with a tubular cross-section, whereby it 20 is easily broken up by the mining tool, while simultaneously having a smaller weight in comparison with a base body with a solid cross-section.
-6 Advantageously, at least one of the weakenings provided on an outer side of the base body, is formed as a recess that can be easily formed. Advantageously, the recess has a depth measured from the outer surface of the base body and corresponding to 0.01 to 0.3 times an outer diameter of the base body. 5 More advantageously, the recess depth correspond to 0.1 to 0.2 times the outer diameter of the base body. Under the outer diameter of the base body, in this connection, an outer core diameter of the base body, without any profile shapes and thread elevation, is understood. Such a recess insures an adequate weakening of the cross-section of the base body, which enables an easy break-up of the fastening element when it is struck by 10 the mining tool, and simultaneously insures application of an adequate preload in direction of the longitudinal extent of the base body for preloading the fastening element. Advantageously, the weakenings includes several weakenings extending in a same direction and circumferentially offset relative to each other. Thereby, an adequate 15 weakening of the cross-section of the fastening element in the longitudinal direction of the base body is achieved. Advantageously, the extending in the same direction, weakenings simultaneously are uniformly distributed about the entire circumference of the base body at the same angular distance from each other. Advantageously, the weakenings are formed by a partial thermal treatment of the 20 base body and which can be easily integrated in the manufacturing process of the fastening element. Dependent on the type of the material of the base body, the thermal treatment can influence the strength of the fastening element, at least in some regions.
-7 Advantageously, the partial thermal treatment is effected by laser welding, for example, using a C0 2 -Laser. According to an alternative embodiment of the present invention, the weakenings of the cross-section are formed by a partial deformation of the base body. Thereby, 5 during formation of the weakenings, the treated material is displaced sidewise, becoming compressed in some regions. Advantageously, the weakenings are formed by a rolling process directly on the base body of the fastening element. The weakenings are formed, for example, on the base body after the base body has been formed or during formation of the base body. 10 Advantageously, the weakenings are formed by squirting, and the produced depressions extend toward the middle point of the cross-section of the base body, whereby, for example, with a round base body, on the inner cross-section of the base body, in some regions, projecting inwardly projections are formed. These projections can serve as distance holder or as guide sections for a component arranged additionally 15 in the base body such as an inner tube for receiving an ejectable mass. The squirtings can be formed, for example, by rollers or with non-passing-through dies. The novel features of the present invention, which are considered as characteristic for the invention, are set forth in the appended claims. The invention itself, however, both as to its construction and its mode of operation, together with 20 additional advantages thereof, will be best understood from the following detailed description of preferred embodiments, when read with reference to the accompanying drawings.
-8 BRIEF DESCRIPTION OF THE DRAWINGS: Preferred embodiments of the invention will now be described, by way of example only, with reference to the accompanying drawings in which: Fig. I is a side cross-sectional view of a fastening element according to the 5 present invention in a set condition; Fig. 2 is a schematic view illustrating removal of pieces of the fastening elements from extracted coal; Fig. 3 is a side view of a second embodiment of the base body of the inventive fastening element; 10 Fig. 4 is a cross-sectional view of the base body shown in Fig. 3 along line IV-IV in Fig. 3 at an increased, in comparison with Fig. 3, scale; Fig. 5 is a side view of a second embodiment of the base body of the inventive fastening element; and Fig. 6 is a partial cross-sectional view of a fourth embodiment of a fastening 15 element according to the present invention. Basically, in the drawings, the same elements are provided with same reference numerals. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A base body 12 of a fastening element I1 according to the present invention 20 which is designed for use in mines and tunnel construction and which is shown in Fig. 1, -9 is formed of steel. The base body, 12 is provided on its outer side 13 with several weakenings 14 and 15 the cross-section of which forms a break-off location. The weakening 14 and 15 are formed as spirals and continuously extend along the entire longitudinal extent of the base body 12. The weakening 14 has a flatter gradient than the 5 weakening 15 so that the weakenings 14 and 15 cross each other many times along the longitudinal extent of the base body 12. Additionally, on the outer side 13 of the based body 12, there can be provided a shaped profile (not shown) for a better anchoring of a chemically anchorable fastening element 11. Such a fastening element I I is anchored in a preliminary formed borehole 7 with 10 a hardenable mass 8 for securing, for example, a side wall of coal stratum 6, and is pre loaded, for example, with a tension nut 9 (see Fig. 1). For mining the coal stratum 6, for example, a schematically shown coal roller is used as a mining power tool 5 which, when striking the base body 12 of the fastening element 11, breaks up breaks up the fastening element 11. The mined coal, together with broken up pieces 16, 17 of the 15 fastening element 11, are removed by a conveyor belt 21 (Fig. 2). Because the base body is formed of a magnetizable metal, with a magnetic separator 23, a high separation efficiency or separation ratio of the broken-up pieces 16, 17 from then mined coal 22 is insured. For approximately 100%-removal, finally, flotation is carried out in a vessel 24 and during which the pieces 17, which still remain after initial separation in the magnetic 20 separator 23, are removed. A fastening element 31, which is shown in Figs. 3 and 4, has a tubular base body 32. On its outer side 33, the base body 32 is provided with several weakenings 34, 35 which are provided on the outer surface 33. The weakenings 34, 35 each has a shape of a spiral and extends continuously along the entire longitudinal extent of the base body - 10 32. The weakenings 34, 35 have different rotational directions. The weakenings 34 and the weakening 35, are circumferentially offset relative to each other, with the angular region W between separate, extending in the same direction weakenings 34 and 35 is the same and amounts to 120* in the embodiment shown in the drawings. 5 The weakenings 34 and 35 are formed, respectively, as recesses provided on the outer surface 33 of the base body 32, and are formed by a partial thermal treatment of the base body 32 by laser treatment. The recesses have a depth T from the outer surface 33 of the base body 32, with the depth T corresponding to 0.1 of the outer diameter D of the base body 32. Advantageously, all of the recess-shaped weakenings 34 and 35 have 10 the same thickness T which enables an easy manufacturing and easy breaking-up of the base body 32 and, thus, of the fastening element 31. A fastening element 41, which is shown in Fig. 5, likewise has a tubular base body 42 on the outer side 43 of which weakenings 44, 45 are provided. The weakenings 44, 45 are formed, in cross-section, by a partial deformation of the base body 42 by a 15 rolling process, for example, a roll break-in process. Fig. 6 shows a fastening element 51, having a section of a tubular base body 52 on the outer surface 53 of which one weakening 54 is provided and which is formed by squirting. The produced depressions 56 extend in the direction of the middle point of the cross-section of the base body 52. The depressions 56 form a spacing holder for an 20 inner tube 61 located in the base body 52 and serving for receiving an ejectable mass 62 with which the fastening element 51 is provided. Though the present invention was shown and described with references to the preferred embodiments, such are merely illustrative of the present invention and are not - 11 to be construed as a limitation thereof and various modifications of the present invention will be apparent to those skilled in the art. It is therefore not intended that the present invention be limited to the disclosed embodiments or details thereof, and the present invention includes all variations and/or alternative embodiments within the spirit and 5 scope of the present invention as defined by the appended claims.

Claims (11)

1. A fastening element for use in mining and tunnel construction, comprising a base body; and a plurality of weakenings provided on an outer surface of the base body 5 and a cross-section of which provides a break-off location and which are formed as a spiral extending along a longitudinal extent of the base body.
2. A fastening element according to claim 1, wherein at least two weakenings have different directions of rotation.
3. A fastening element according to claim 1, wherein at least two weakenings have 10 different gradients.
4. A fastening element according to any one of claims 1 to 3, wherein the base body is tubular.
5. A fastening element according to any one of claims 1 to 4, wherein at least one of the plurality of weakenings is formed as a recess provided on the outer surface of 15 the base body.
6. A fastening element according to claim 5, wherein the recess has a depth measured from the outer surface of the base body and corresponding to 0.05 to 0.3 times of an outer diameter of the base body.
7. A fastening element according to any one of claims I to 6, wherein the plurality of 20 weakenings comprises weakenings extending in a same direction and circumferentially offset relative to each other. - 13
8. A fastening element according to any one of claims I to 7, wherein a cross-section of the weakenings is formed by a partial thermal treatment of the base body.
9. A fastening element according to any one of claims I to 7, wherein a cross-section of the weakenings is formed by a partial deformation of the base body. 5
10. A fastening element according to claim 9, wherein the weakening are formed by squirting, with produced depressions extending in direction of a middle point of a cross-section of the base body.
11. A fastening element substantially as herein described with reference to any one of the embodiments of the invention illustrated in the accompanying drawings and/or 10 examples.
AU2010201914A 2009-05-26 2010-05-12 Fastening element for use in mining and tunnel construction Ceased AU2010201914B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102009026478A DE102009026478A1 (en) 2009-05-26 2009-05-26 Fastener with a base body for use in mining and tunneling
DE102009026478.7 2009-05-26

Publications (2)

Publication Number Publication Date
AU2010201914A1 true AU2010201914A1 (en) 2010-12-16
AU2010201914B2 AU2010201914B2 (en) 2012-05-10

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AU2010201914A Ceased AU2010201914B2 (en) 2009-05-26 2010-05-12 Fastening element for use in mining and tunnel construction

Country Status (7)

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US (1) US20100303553A1 (en)
EP (1) EP2256292A3 (en)
AU (1) AU2010201914B2 (en)
CA (1) CA2703427A1 (en)
DE (1) DE102009026478A1 (en)
RU (1) RU2010121718A (en)
ZA (1) ZA201003722B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW548860B (en) 2001-06-20 2003-08-21 Semiconductor Energy Lab Light emitting device and method of manufacturing the same
WO2019109111A1 (en) * 2017-11-28 2019-06-06 Setevox (Pty) Ltd Non-metallic split set rockbolt

Family Cites Families (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2914983A (en) * 1953-12-09 1959-12-01 Olin Mathieson Explosively driven fastener having axially collapsible radially expandable locking sleeve
US2947279A (en) * 1957-11-22 1960-08-02 Mine Safety Appliances Co Mine roof bolt and bolting system
US3326004A (en) * 1962-07-05 1967-06-20 Chester I Williams Procedure for reinforcing a rock formation
US4181060A (en) * 1977-09-29 1980-01-01 Payne William J Helical anchor
US4132080A (en) * 1977-11-07 1979-01-02 Stratabolt Corporation Resin anchored rock or mine roof bolt anchor mechanism
AU568546B2 (en) * 1983-07-11 1988-01-07 Titan Mining & Engineering Pty. Ltd. Roof bolt
DE3726098A1 (en) * 1987-08-06 1989-02-16 Dyckerhoff & Widmann Ag ANCHORING DEVICE FOR THE TIE LINK OF AN ANCHOR, ESPECIALLY A ROCK ANCHOR
WO1992001141A1 (en) * 1990-07-03 1992-01-23 The Illawarra Technology Corporation Limited Drillable ground support bolt
US5791823A (en) * 1996-12-06 1998-08-11 Inco Limited Yielding head for mine support
DE19828371A1 (en) * 1998-06-26 1999-12-30 Sika Ag, Vormals Kaspar Winkler & Co Composite stabilizing bolt with a threaded head end and compression nut used for stabilization of rock or structures, use of bolt and manufacturing methods
DE10017761B4 (en) * 2000-04-10 2013-03-28 Hilti Aktiengesellschaft Use of a pipe anchor with profiling
EP1663543A4 (en) * 2003-08-29 2011-03-23 Manufacturing Pty Limited Onesteel Hollow bar manufacturing process
US7073982B2 (en) * 2004-09-24 2006-07-11 Jennmar Corporation Point anchor coated mine roof bolt
WO2008051728A2 (en) 2006-10-19 2008-05-02 Jennmar Corporation A breakable rock bolt
AU2008221612B2 (en) * 2007-09-24 2009-05-14 Sandvik Intellectual Property Ab Rock Bolt

Also Published As

Publication number Publication date
ZA201003722B (en) 2011-04-28
DE102009026478A1 (en) 2010-12-02
EP2256292A2 (en) 2010-12-01
RU2010121718A (en) 2011-12-10
CA2703427A1 (en) 2010-11-26
US20100303553A1 (en) 2010-12-02
EP2256292A3 (en) 2015-05-20
AU2010201914B2 (en) 2012-05-10

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Owner name: DYWIDAG-SYSTEMS INTERNATIONAL PTY LIMITED

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