AU2009202450B2 - Method of setting a self-drilling, chemically anchorable fastening element and a self-drilling chemically anchorable fastening element - Google Patents

Method of setting a self-drilling, chemically anchorable fastening element and a self-drilling chemically anchorable fastening element Download PDF

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Publication number
AU2009202450B2
AU2009202450B2 AU2009202450A AU2009202450A AU2009202450B2 AU 2009202450 B2 AU2009202450 B2 AU 2009202450B2 AU 2009202450 A AU2009202450 A AU 2009202450A AU 2009202450 A AU2009202450 A AU 2009202450A AU 2009202450 B2 AU2009202450 B2 AU 2009202450B2
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Australia
Prior art keywords
fastening element
drilling
shaft
adaptor
thread
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Ceased
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AU2009202450A
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AU2009202450A1 (en
Inventor
Michael Bayerl
James Burton
Kay Heemann
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Hilti AG
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Hilti AG
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Publication of AU2009202450B2 publication Critical patent/AU2009202450B2/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/02Setting anchoring-bolts with provisions for grouting
    • E21D20/025Grouting with organic components, e.g. resin
    • 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
    • E21D21/004Bolts held in the borehole by friction all along their length, without additional fixing means
    • 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
    • E21D21/0053Anchoring-bolts in the form of lost drilling rods
    • 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
    • E21D21/008Anchoring or tensioning means

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  • 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)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Earth Drilling (AREA)

Abstract

A method of setting a self-drilling chemically anchorable fastening element (11; 51) includes mounting of an adaptor (31) on the second end (18; 58) of the shaft (12; 52) of the fastening element (11; 51), connecting the drilling power tool (41) with the adaptor (3 1), the adaptor having an engagement element (32) for the tool chuck (42), drilling a borehole (7) in the constructional component (6) with the self-drilling fastening element (l1; 51), rotating the fastening element (11; 51) in a first rotational direction (RI), forcing out the hardenable mass located in the receiving space of the shaft of the fastening element from the fastening element with an ejection device, and pre-stressing the fastening element (11; 51) after at least partial hardening of the hardenable mass (15; 55) by rotating the adaptor (31) in a second rotational direction (R2) opposite the first rotational direction (RI), with at least a section of the adaptor (31) being displaced in a direction of the first end (17; 57) of the shaft (12; 52) of the fastening element. (Figure 1)

Description

- 1 AUSTRALIA PATENTS ACT 1990 COMPLETE SPECIFICATION FOR A STANDARD PATENT ORIGINAL Name of Applicant: Hilti Aktiengesellschaft Actual Inventors: Michael Bayerl and James Burton and Kay Heemann 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: METHOD OF SETTING A SELF-DRILLING, CHEMICALLY ANCHORABLE FASTENING ELEMENT AND A SELF-DRILLING CHEMICALLY ANCHORABLE FASTENING ELEMENT The following statement is a full description of this invention, including the best method of performing it known to me/us: File: 62557AUP00 -2 METHOD OF SETTING A SELF-DRILLING, CHEMICALLY ANCHORABLE FASTENING ELEMENT AND A SELF-DRILLING CHEMICALLY ANCHORABLE FASTENING ELEMENT BACKGROUND OF THE INVENTION 5 1. Field of the Invention The present invention relates to a method of setting a self-drilling, chemically anchorable fastening element. The present invention also relates to an improved fastening element adapted to be used with the setting process. 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. One method of setting a self-drilling, chemically anchorable fastening element uses a drilling power tool. The fastening element has a shaft with a receiving space for a hardenable 15 mass provided in the fastening element, a drilling head provided at a first end of the shaft, and a thread-shaped outer profile provided at least partially at a second end. The method includes providing an adaptor mountable on the second end of the shaft and having engagement means for a chuck of the drilling powel tool and provided on an outer side of the adaptor, and a thread-shaped inner profile complementary to the thread-shaped outer profile on the shaft. 20 Self-drilling, chemically anchorable fastening elements of the type discussed above are also called chemical shear anchors or rock anchors. Such fastening elements and drilling power tools for setting such fastening elements, as well as their use in mine and tunnel construction, are known. The fastening elements serve primarily for stabilization of walls in hollow spaces, such as tunnels, galleries and the like. During formation of the hollow spaces, 25 mechanical characteristics and particularly, the load-carrying capability of rock layers -3 diminish. Those rock layers are anchored and secured with the fastening elements to more remote, undamaged rock layers. German Publication DE 103 36 040 A l discloses a self-drilling, chemically anchorable fastening element for use in tunnel and mine construction. The disclosed fastening element 5 has a hollow cylindrical shaft that serves, on one hand, as a drilling rod and, on the other hand, forms a receiving space for a hardenable mass provided in the fastening element. At the first end of the shaft, a drilling head is provided. The shaft is provided, over its entire longitudinal extent, with a trapezoidal thread in form of a thread-shaped profile that extends from the first end of the shaft up to the second end opposite the first end. At the second end of the shaft, an 10 adaptor is provided. The adaptor has, on its outer side, engagement means for a chuck of a drilling power tool suitable for setting the fastening element. The adaptor is further provided with a thread-shaped profile complementary to the trapezoidal thread on the shaft of the fastening element. In one of the embodiment, the adaptor is provided with a predetermined breaking point and has a stop that prevents displacement of least of a section of the adaptor in 15 the direction of the first end of the shaft during a drilling process. For setting the fastening element according to DE 103 36 040 Al, the adaptor is screwed on the second end of the shaft and is connected with the to-be-used drilling power tool via the tool chuck. Then, the self-drilling fastening element is rotated, via the adaptor, with a small torque and a high rotational speed, forming a borehole in the constructional 20 component. After a desired borehole depth has been reached, the hardenable mass, which is contained in the receiving space of the shaft of the fastening element, is forced out of the fastening element with an ejection device. The mass is forced out through openings in the region of the first end of the shaft and/or drilling head into an intermediate space between the 25 shaft outer surface and the borehole wall. After the forced-out mass has at least partially hardened, the drilling tool again rotates the adaptor but with a high torque and a lower rotational speed until the adaptor brakes at a predetermined breaking point. For pre-stressing the fastening element, only the free rotating section of the adaptor is displaced in the direction of the first end of the shaft.
-4 The above-described fastening element and the related setting process are characterized by an easy handling. Therefore, the fastening element according to DE 103 36 040 Al proved itself in practice. In separate cases, dependant on the type of a constructional component, the adaptor 5 element may break during the drilling process. If this happens, the drilling tool must be disconnected from the adaptor, and a new adaptor is arranged at the shaft free end with which the drilling tool must necessarily be connected to complete the drilling process. If a used drilling tool cannot apply an adequate torque to the adaptor for breaking it at the predetermined breaking point, the already set and chemically anchored fastening element 10 is no longer directly pre-stressed. Further, for setting a fastening element, a drilling tool having a motor control which provides for at least two speeds of the motor is required. An object of the present invention in at least one preferred embodiment is a method for setting a fastening element described above the handling of which and reliability are further improved. 15 An object of the invention in at least one preferred embodiment is an improved fastening element adapted to be set using the setting method. SUMMARY OF THE INVENTION According to a first aspect of the present invention, there is provided a method of setting a self-drilling, chemically anchorable fastening element with use of a drilling power 20 tool, the fastening element having a shaft with a receiving space for a hardenable mass provided in the fastening element, a drilling head provided at a first end of the shaft, and a thread-shaped outer profile provided at least partially at a second end, the method comprising the steps: providing an adaptor mountable on the second end of the shaft and having engagement 25 means for a chuck of the drilling power tool and provided on an outer side of the adaptor, and a thread-shaped inner profile complementary to the thread-shaped outer profile on the shaft; mounting of the adaptor on the second end of the shaft of the fastening element; -5 connecting the drilling power tool with the adaptor; drilling a borehole in a constructional component with the self-drilling fastening element, rotating the fastening element in a first rotational direction; forcing out the hardenable mass located in the receiving space from the fastening 5 element with an ejection device, and pre-stressing the fastening element after at least partial hardening of the hardenable mass by rotating the adaptor in a second rotational direction opposite the first rotational direction, whereby at least a section of the adaptor is displaced in a direction of the first end of the shaft of the fastening element. 10 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 sense of "including, but not lim ited to". With the present invention, breaking of the adaptor under a predetermined load is no 15 longer necessary for pre-stressing the fastening element and, therefore, the adaptor cannot be broken before the end of a drilling process. Further, no loose parts of the adaptor, which can be produced during breaking of the material, now penetrate in a gap between the shaft of the fastening element and the borehole wall or to penetrate into the fastening element itself. The penetration of the adaptor parts in the gap between the borehole wall and the shaft of the 20 fastening element and the fastening element itself can adversely affect the anchoring of the fastening element. Advantageously, the setting process according to at least one embodiment of the present invention permits to apply a maximal torque to the fastening element during drilling of a borehole, which is advantageous, particularly, when drilling hard materials or hard 25 constructional components, as an increased torque increases the drilling speed. In addition, all conventional drilling tools, in particular those used in underground mines, can advantageously be used with the inventive setting process.
-6 The hardenable mass is forced out of the fastening element, for example, with hydraulic, pneumatic, or mechanical means. Advantageously, the ejection device is integrated in the setting tool itself. The degree of the pre-stress is easily adaptable to the set-ups of the drilling tool. 5 Therefore, there is no need to make available different types of adaptors with differently formed predetermined braking points. Advantageously, a stop for the adaptor is provided at the second end of the shaft of the fastening element. The stop prevents an undesirable screwing of the adaptor off the second end of the shaft. The stop can be formed, for example, by a separate element that is mounted 10 on the second end of shaft after the adaptor has been mounted. Advantageously, the stop is formed by a fastening element such as, for example, a pin insertable radially into the shaft of a driven-in fastening element through the adaptor. This pin can be broken at a predetermined torque. Alternatively, a glue point or a soldering point is provided for temporarily secure the adaptor on the shaft. 15 Advantageously, for drilling a borehole and for pre-stressing the fastening element, a drilling tool with a constant motor is used because with the inventive setting process there is no need for a drilling tool with a variable motor. However, the inventive setting method can also be used with a drilling tool with a variable motor. The inventive setting process permits to optimize in a simple manner the drilling power and the produced pre-stress by a simple 20 adjustment of the drilling tool motor. A constant motor is understood as being a motor having essentially only one rotational speed. With a hydraulic motor, a constant motor is a fixed displacement motor. A variable motor is understood to be a motor having a rotational speed which can be arbitrary adjusted. This is because the variable motor has a variable displacement. 25 Advantageously, the thread-shaped outer profile at the second end of the shaft extends in a direction corresponding to the pre-stressing or second rotational direction. Thereby, during a drilling process, an inadvertent screwing off of the adaptor is prevented. When the -7 fastening element is rotated in a direction opposite the predetermined rotational direction for drilling a borehole, the adaptor is screwed onto the shaft in a direction toward the second end of the shaft of the fastening element. According to a second aspect of the present invention there is provided a self-drilling, 5 chemically anchorable, fastening element when used in the method according to the first aspect comprising a shaft with a receiving space for a hardenable mass provided in the fastening element; a drilling head provided at a first end of the shaft; a thread-shaped outer profile provided at least partially at a second end of the shaft, and a further thread-shaped outer profile extending from the first end of the shaft in a direction corresponding to a first 10 rotational direction of the fastening element, the thread-shaped outer profile that extends from the second end of the shaft, extending in a direction opposite an extension direction of the further thread-shaped outer profile. Thereby, a simple setting of the fastening element is ensured. Advantageously, a pitch of the thread-shaped outer profile extending from the second 15 end of the shaft is flatter than a pitch of the further thread-shaped outer profile. Thereby, with several revolutions, for example, of the adaptor or a nut, a high pre-stressing force can be obtained. In cases when the amount of the pre-stressing force is secondary and a particularly rapid setting process is required, according to an alternative embodiment of the inventive 20 fastening element, a pitch of the thread-shaped outer profile extending from the second end of the shaft is steeper than a pitch of the further thread-shaped outer profile. The adaptor or the nut is screwed on the shaft until it abuts the constructional component. In this case, a pre stressing force is provided with fewer revolutions of the adaptor or the nut. The invention itself, both as to its construction and its mode of operation, together with 25 additional advantages thereof, will be best understood from the following detailed description of preferred embodiment, when read with reference to the accompanying drawings.
-8 BRIEF DESCRIPTION OF THE DRAWINGS: A preferred embodiment of the invention will now be described, by way of example only, with reference to the accompanying drawings in which: Fig. 1 is a longitudinal cross-sectional view of a fastening element during execution of 5 a drilling step of a method according to the present invention; Fig. 2 is a longitudinal cross-sectional view of a fastening element during execution of an ejection step of the method according to the present invention; Fig. 3 is a longitudinal cross-sectional view of a fastening element during execution of a pre-stressing step of the method according to the present invention; and 10 Fig. 4 is a side view of a fastening element according to the present invention. DETAILED DESCRIPTION OFTHE PREFERRED EMBODIMENT In a setting process according to the present invention, three separate steps of which are shown in Figs. I through 3, a self-drilling, chemically anchored, fastening element I 1 is used. The fastening element I 1 has a hollow cylindrical shaft 12 with an inner tube 13 having 15 a receiving space 14 for a hardenable mass 15 provided in the fastening element I1, a drilling head 16 provided on a first end 17 of the shaft 12, and an outer thread provided, at least in one region, on a second end 18 of the shaft 12 and formed as a thread-shaped outer profile 19. The thread-shaped outer profile 19 at the second end 18 of the shaft 12 has a course direction corresponding to the second pre-stressing rotational direction of the fastening element 11. 20 For an advantageous retaining of the fastening element I1, the hardenable mass 15 is stored in the inner tube 13 in a foil bag. A mixing element 21 is provided between a front end of the foil bag and the first end 17 of the shaft 12. Between the rear end of the foil bag and the second end 18 of the shaft 12, an ejection piston 22 is located in the inner tube 13. During a setting process, an adaptor 31, which is provided on the second end 18 of the 25 shaft 12, is used. The adaptor 31 has an outwardly arranged, multi-edge element formed as -9 engagement means 32 for a chuck 42 of a drilling power tool 41 suitable for use with such a fastening element, and an inner thread formed as a thread-shaped inner profile 33 complementary to the thread-shaped outer profile 19 on the shaft 12. After the adaptor 3 1 has been mounted on the second end 18 of the shaft 12, a stop 36, 5 here, a separate element, for the adapter 31 is provided. The drilling power tool 41 has a constant motor 43. With the drilling power tool 41, the fastening element I I is drilled in a constructional component 6 and subsequently, the fastening element is pre-stressed. The drilling power tool 41 also has an ejection device for ejecting the mass 15 stored in the fastening element 11. In the embodiment shown in the 10 drawings, the ejection device is actuated by a high-pressure water and has a feeding nose 46 that in a connected condition of the fastening element I I with the drilling power tool 41, sealingly penetrates in the inner tube 13 of the fastening element I1. The inventive setting method includes the following steps: Firstly, the adaptor 31 is mounted at the second end 18 of the shaft 12 of the fastening 15 element I1, by being screwed thereon. Then, the drilling power tool 41 is connected with the adaptor 31 which is received in the chuck 42 of the drilling power tool 41 for transmitting a torque that is produced by a motor 43 of the drilling power tool 41 to the fastening element 11. Finally, the fastening element I I is rotated by the drilling power tool 41, via the 20 adaptor 31, in a first rotational direction Rl, whereby a borehole 7 in the constructional component 6 is formed (see Fig. 1). After a desired borehole depth T has been reached, the transmission of the torque from the drilling power tool 41 to the fastening element I I is interrupted. Through the feeding nose 46 of the ejection device, water under a high pressure is applied to the ejection piston 22 that 25 is displaced in the direction of the first end 17 of the shaft 12. Thereby, the hardenable mass 15, which is located in the receiving space 14, is ejected from the fastening element 11 (see - 10 Fig. 2). The mass 15 exits through openings provided in the region of the first end 17 of the shaft 12 and/or in the drilling head 16 in the intermediate space 8 between the outer side of the shaft 12 and the wall of the borehole 7. After the hardenable mass 15 has at least partially hardened, for tensioning of the 5 fastening element 11, the adaptor 31 is again rotated by the drilling power tool 41, this time in a second rotational direction R2, by reversal of the rotational direction of the motor 43, with the rotational direction R2 being opposite to the rotational direction R I, and with the adaptor 31 being movable in direction of the first end 17 of the shaft 12. As soon as the adaptor 31 abuts the surface 9 of the constructional component 6, the further rotation of the adaptor 3 1 in 10 the second rotational direction R2 provides for pre-stressing of the fastening element I I to a desired amount (see Fig. 3). A self-drilling, chemically anchorable fastening element 51 according to the present invention, which is shown in Fig. 4, has a shaft 52 with a receiving space 54 for a hardenable mass 55 storable in the fastening element 51, a drilling head 56 provided at a first end 57 of 15 the shaft 52. Starting from the second end 58, the shaft 52 is provided with a first outer thread in form of a thread-shaped outer profile 59 extending over a portion of the shaft 52. Starting from the first end 57 of the shaft 52 and up to the first outer thread, there is provided on the shaft 52 a second outer thread also in form of a thread-shaped outer profile 60. The second outer thread extends in a direction opposite the direction the first outer thread extends. The 20 pitch of the thread-shaped outer profile 59 that starts from the second end 58 of the shaft 52 is more flat than the pitch of the further thread-shaped outer profile 60. Though the present invention was shown and described with references to the preferred embodiment, such is merely illustrative of the present invention and is not to be construed as a limitation thereof and various modifications of the present invention will be apparent to those 25 skilled in the art. It is therefore not intended that the present invention be limited to the disclosed embodiment or details thereof, and the present invention includes all variations and/or alternative embodiments within the spirit and scope of the present invention as defined by the appended claims.

Claims (4)

  1. 2. A setting method according to claim 1, wherein a stop for the adaptor is provided at the second end of the shaft of the fastening element.
  2. 3. A setting method according to claim 1 or claim 2, wherein the drilling power tool is provided with a constant motor for drilling and pre-stressing. 25 4. A setting method according to any one of claims I to 3, wherein the thread-shaped outer profile at the second end of the shaft extends in a direction corresponding to the second rotational direction. - 12 5. A self-drilling, chemically anchorable, fastening element when used in the method according to any one of the claims I to 4, the fastening element comprising a shaft with a receiving space for a hardenable mass provided in the fastening element; a drilling head provided at a first end of the shaft; a thread-shaped outer profile provided at least 5 partially at a second end of the shaft; and a further thread-shaped outer profile extending from the first end of the shaft in a direction corresponding to a first rotational direction of the fastening element, the thread-shaped outer profile that extends from the second end of the shaft, extending in a direction opposite an extension direction of the further thread-shaped outer profile. 10 6. A fastening element according to claim 5, wherein a pitch of the thread-shaped outer profile extending from the second end of the shaft is flatter than a pitch of the further thread-shaped outer profile.
  3. 7. A method of setting a self-drilling, chemically anchorable fastening element, the method being substantially as herein described with reference to any one of the 15 embodiments of the invention illustrated in the accompanying drawings and/or examples.
  4. 8. A self-drilling, chemically anchorable, fastening element substantially as herein described with reference to any one of the embodiments of the invention illustrated in the accompanying drawings and/or examples.
AU2009202450A 2008-07-17 2009-06-19 Method of setting a self-drilling, chemically anchorable fastening element and a self-drilling chemically anchorable fastening element Ceased AU2009202450B2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102008040510A DE102008040510A1 (en) 2008-07-17 2008-07-17 Setting method of a self-drilling, chemically anchored fastener
DE102008040510.8 2008-07-17

Publications (2)

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AU2009202450A1 AU2009202450A1 (en) 2010-02-04
AU2009202450B2 true AU2009202450B2 (en) 2011-09-01

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AU2009202450A Ceased AU2009202450B2 (en) 2008-07-17 2009-06-19 Method of setting a self-drilling, chemically anchorable fastening element and a self-drilling chemically anchorable fastening element

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US (1) US20100014923A1 (en)
EP (1) EP2146050A2 (en)
AU (1) AU2009202450B2 (en)
CA (1) CA2671375A1 (en)
DE (1) DE102008040510A1 (en)
ZA (1) ZA200904977B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8964945B2 (en) * 2007-09-28 2015-02-24 Centurylink Intellectual Property Llc System and method for providing location based E-911 of network access devices registered with a network gateway
JP2017203332A (en) * 2016-05-13 2017-11-16 株式会社トライテック Boring tool and boring method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4303354A (en) * 1979-03-28 1981-12-01 Peabody Coal Company Mine roof bolting
US4386877A (en) * 1979-03-28 1983-06-07 Peabody Coal Company Mine roof bolting
CA2244617A1 (en) * 1997-08-08 1999-02-08 The Broken Hill Proprietary Company Limited A rock bolt assembly
US20050025578A1 (en) * 2003-08-01 2005-02-03 Wolfgang Ludwig Rock anchor
US20070086862A1 (en) * 2005-10-19 2007-04-19 Oliver Koehler Extrusion device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4303354A (en) * 1979-03-28 1981-12-01 Peabody Coal Company Mine roof bolting
US4386877A (en) * 1979-03-28 1983-06-07 Peabody Coal Company Mine roof bolting
CA2244617A1 (en) * 1997-08-08 1999-02-08 The Broken Hill Proprietary Company Limited A rock bolt assembly
US20050025578A1 (en) * 2003-08-01 2005-02-03 Wolfgang Ludwig Rock anchor
US20070086862A1 (en) * 2005-10-19 2007-04-19 Oliver Koehler Extrusion device

Also Published As

Publication number Publication date
DE102008040510A1 (en) 2010-01-21
EP2146050A2 (en) 2010-01-20
US20100014923A1 (en) 2010-01-21
ZA200904977B (en) 2010-03-31
CA2671375A1 (en) 2010-01-17
AU2009202450A1 (en) 2010-02-04

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