EP0628114A4 - Cable bolt. - Google Patents

Cable bolt.

Info

Publication number
EP0628114A4
EP0628114A4 EP93903108A EP93903108A EP0628114A4 EP 0628114 A4 EP0628114 A4 EP 0628114A4 EP 93903108 A EP93903108 A EP 93903108A EP 93903108 A EP93903108 A EP 93903108A EP 0628114 A4 EP0628114 A4 EP 0628114A4
Authority
EP
European Patent Office
Prior art keywords
cable bolt
central wire
core members
core member
cable
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.)
Withdrawn
Application number
EP93903108A
Other languages
German (de)
French (fr)
Other versions
EP0628114A1 (en
Inventor
Maxwell Thomas Renwick
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.)
BHP STEEL AWI Pty Ltd
Original Assignee
BHP STEEL AWI Pty Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BHP STEEL AWI Pty Ltd filed Critical BHP STEEL AWI Pty Ltd
Publication of EP0628114A1 publication Critical patent/EP0628114A1/en
Publication of EP0628114A4 publication Critical patent/EP0628114A4/en
Withdrawn legal-status Critical Current

Links

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
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B5/00Making ropes or cables from special materials or of particular form
    • D07B5/005Making ropes or cables from special materials or of particular form characterised by their outer shape or surface properties
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • 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
    • E21D21/006Anchoring-bolts made of cables or wires
    • DTEXTILES; PAPER
    • D07ROPES; CABLES OTHER THAN ELECTRIC
    • D07BROPES OR CABLES IN GENERAL
    • D07B2201/00Ropes or cables
    • D07B2201/20Rope or cable components
    • D07B2201/2071Spacers
    • D07B2201/2074Spacers in radial direction
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/808Ground anchors anchored by using exclusively a bonding material

Definitions

  • the present invention relates to a cable bolt for use in the ground stabilisation.
  • Cable bolts are used in a number of different applications in the mining and civil industries, such as for underground stoping, pillar support, development support and in open pit and civil applications where slope stabilisation is required.
  • cable bolts are used by drilling holes through potentially unstable ground into more solid strata into which the cable bolts are located securely by grouting.
  • cable bolts are located to extend through the ore body to be mined and are at least partially exposed as the ore body around the cable bolts is removed by blasting. In other situations, cable bolts are located to extend through potentially unstable material which is not part of the ore body to be mined and, by stabilising the material, the cable bolts prevent such material mixing with the ore body to be mined and thereby increasing the volume to be processed and accordingly the costs of winning the valuable minerals.
  • a basic form of conventional hitherto widely- used cable bolt (hereinafter referred to as the "basic form of cable bolt") comprises a central wire and a plurality of outer wires (typically 6 or more) wound around the central wire in parallel spirals.
  • the wires are usually formed from high tensile strength steel, and usually the cable bolt is stress relieved after it is formed.
  • the foregoing basic form of cable bolt has been found to have relatively low load transfer with the result that over time the mechanical interlock between cable bolt and grout is substantially reduced.
  • this has not proven to be altogether successful in terms of performance and also is a relatively expensive technique.
  • a further known approach to improve the load transfer capability is to modify the configuration of the basic form of cable bolt.
  • the modified form known as a "birdcage" comprises a plurality of enlarged diameter regions along the length of the cable bolt formed by selectively unwinding the cable bolt at the regions so that the wires can separate and bulge outwardly.
  • An object of the present invention is to provide a cable bolt which alleviates the disadvantages described in the preceding paragraphs.
  • a cable bolt comprising, a central wire, a plurality of core members positioned at spaced intervals along the length of the central wire, and a plurality of outer wires wound around the central wire and the spaced apart core members so that the width of the cable bolt is greater at the locations of the core members than at the sections between the core members.
  • core member is understood herein to include any member that increases the effective width of the central wire and, as a consequence, the effective width of the cable bolt at the location of the core member.
  • the central wire and the outer wire be formed from steel.
  • the core member comprises a relatively wide middle section and relatively narrow ends and a central passage extending from end to end for receiving the central wire therethrough. It is preferred particularly that the core member tapers from the middle section to each end.
  • the core member be formed from a plurality of longitudinal sections which fit together around the central wire. It is preferred that the core member be formed from substantially incompressible material.
  • the core member increase the diameter of the central wire by at least 20%.
  • a method of forming a cable bolt comprising, winding a plurality of outer wires around a central wire having a plurality of core members fitted to the central wire at spaced intervals along the length thereof. It is preferred that the method further comprises coiling the cable bolt onto a spool.
  • a method of forming a cable bolt from a basic form of cable bolt comprising a central wire and a plurality of outer wires around the central wire, the method comprising radially displacing the outer wires from the central wire to form a space between the central wire and the outer wires, and fitting a core member to the central wire in the space. It is preferred that the method further comprises repeating the radial displacement and core member placement steps to fit a plurality of the core members along the length of the central wire.
  • the method further comprises coiling the cable bolt onto a spool.
  • the present invention is described further with reference to the accompanying drawing which is a side elevation of a part of a preferred embodiment of a cable bolt of the present invention.
  • the preferred embodiment of the cable bolt 3 of the present invention shown in the drawing comprises a central steel wire 5, a plurality of core members 7 (only one of which is shown in the drawing) at spaced intervals along the length of the central wire 5, and a plurality of outer steel wires 9 wound around the central wire 5 and the spaced apart core members 7.
  • Each core member 7 is formed from substantially incompressible material such as steel and comprises a relatively wide middle section 11 and relatively narrow ends 13 with a central passage 15 extending between the ends 13.
  • Each core member 7 tapers from the middle section 11 to the ends 13 and is formed in 2 halves which (although not evident in the drawing) can conveniently be located together around the central wire 5.
  • the core members 7 cause the cable bolt 3 to have a variable thickness along the length thereof with a maximum thickness which is at least 20% greater than the minimum thickness T 1 of the cable bolt 3.
  • the effect of the core members 7 and the windings of the outer wires 9 around the core members 7 is that the cable bolt 3 has a similar load transfer capability to that of swaged cable bolts.
  • the cable bolt 3 is manufactured with conventional technology used to form the basic form of cable bolt and thereafter coiled onto spools which can conveniently be stored and transported on-site.
  • the preferred embodiment comprises:
  • the cable bolt 3 is manufactured from the basic form of the cable bolt and thereafter coiled onto spools which can conveniently be stored and transported on-site.
  • the preferred embodiment of the method comprises, repeatedly:
  • the cable bolt 3 has the following characteristics.
  • the stiffness of the cable bolt 3 can be varied by decoupling the cable bolt 3 from the grout along the length of the cable bolt between adjacent core members 7 or by varying the transverse thickness of the core members.
  • the core members 7 have a particular configuration
  • the present invention is not so limited and extends to any suitable configuration which has the effect of increasing the effective diameter of the central wire 5 and thereby the effective diameter of the cable bolt.
  • one alternative configuration of core members 7 comprises lengths of wire wrapped around the central wire 5 at spaced intervals along the length of the central wire 5.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A cable bolt (3) comprises a central wire (5), a plurality of core members (7) positioned at spaced intervals along the length of the central wire (5), and a plurality of outer wires (9) wound around the central wire (5) and the spaced apart core members (7) so that the width of the cable bolt (3) is greater at the locations of the core members (7) than at the sections between the core members (7).

Description

CABLE BOLT
The present invention relates to a cable bolt for use in the ground stabilisation.
Cable bolts are used in a number of different applications in the mining and civil industries, such as for underground stoping, pillar support, development support and in open pit and civil applications where slope stabilisation is required. In general, cable bolts are used by drilling holes through potentially unstable ground into more solid strata into which the cable bolts are located securely by grouting.
In some situations, cable bolts are located to extend through the ore body to be mined and are at least partially exposed as the ore body around the cable bolts is removed by blasting. In other situations, cable bolts are located to extend through potentially unstable material which is not part of the ore body to be mined and, by stabilising the material, the cable bolts prevent such material mixing with the ore body to be mined and thereby increasing the volume to be processed and accordingly the costs of winning the valuable minerals.
A basic form of conventional hitherto widely- used cable bolt (hereinafter referred to as the "basic form of cable bolt") comprises a central wire and a plurality of outer wires (typically 6 or more) wound around the central wire in parallel spirals. The wires are usually formed from high tensile strength steel, and usually the cable bolt is stress relieved after it is formed.
The foregoing basic form of cable bolt has been found to have relatively low load transfer with the result that over time the mechanical interlock between cable bolt and grout is substantially reduced. In order to improve the load transfer capability it is known to use a barrel and wedge assembly with the basic form of cable bolt. However, this has not proven to be altogether successful in terms of performance and also is a relatively expensive technique. It is also known to swage steel blocks at spaced intervals along the length of the basic form of cable bolt. Whilst this technique has proven to be successful in terms of improving load transfer, the costs are unacceptably high. A further known approach to improve the load transfer capability is to modify the configuration of the basic form of cable bolt. The modified form, known as a "birdcage", comprises a plurality of enlarged diameter regions along the length of the cable bolt formed by selectively unwinding the cable bolt at the regions so that the wires can separate and bulge outwardly.
Whilst this technique is successful in terms of performance, the costs are relatively high. There are a number of factors which contribute to the relatively high costs, and one factor is the necessity to manufacture the cable bolt off-site in relatively short lengths which are difficult and costly to store and transport on-site.
In addition to the foregoing, many equipment manufacturers are now offering machines which are operable on-site to bore a hole for a cable bolt, cut a required length of cable bolt off a spool to suit the hole, locate the cable bolt in the hole, and grout the hole. This technology is being widely accepted by the mining industry as a means of improving efficiency. However, the basic form of cable bolt, and not the swaged and birdcage systems, is the only cable bolt which can be efficiently coiled into a spool and thus meets the criteria for the technology. However, against this, as is indicated above, the basic form of cable bolt is not altogether satisfactory since it has a relatively low load transfer capability.
An object of the present invention is to provide a cable bolt which alleviates the disadvantages described in the preceding paragraphs. According to the present invention there is provided a cable bolt comprising, a central wire, a plurality of core members positioned at spaced intervals along the length of the central wire, and a plurality of outer wires wound around the central wire and the spaced apart core members so that the width of the cable bolt is greater at the locations of the core members than at the sections between the core members.
The term "core member" is understood herein to include any member that increases the effective width of the central wire and, as a consequence, the effective width of the cable bolt at the location of the core member.
It is preferred that the central wire and the outer wire be formed from steel.
It is preferred that there be 6 or more outer wires.
It is preferred that the core member comprises a relatively wide middle section and relatively narrow ends and a central passage extending from end to end for receiving the central wire therethrough. It is preferred particularly that the core member tapers from the middle section to each end.
It is preferred that the core member be formed from a plurality of longitudinal sections which fit together around the central wire. It is preferred that the core member be formed from substantially incompressible material.
It is preferred that the core member increase the diameter of the central wire by at least 20%.
According to the present invention there is also provided a method of forming a cable bolt comprising, winding a plurality of outer wires around a central wire having a plurality of core members fitted to the central wire at spaced intervals along the length thereof. It is preferred that the method further comprises coiling the cable bolt onto a spool.
According to the present invention there is provided a method of forming a cable bolt from a basic form of cable bolt comprising a central wire and a plurality of outer wires around the central wire, the method comprising radially displacing the outer wires from the central wire to form a space between the central wire and the outer wires, and fitting a core member to the central wire in the space. It is preferred that the method further comprises repeating the radial displacement and core member placement steps to fit a plurality of the core members along the length of the central wire.
It is preferred that the method further comprises coiling the cable bolt onto a spool.
The present invention is described further with reference to the accompanying drawing which is a side elevation of a part of a preferred embodiment of a cable bolt of the present invention. The preferred embodiment of the cable bolt 3 of the present invention shown in the drawing comprises a central steel wire 5, a plurality of core members 7 (only one of which is shown in the drawing) at spaced intervals along the length of the central wire 5, and a plurality of outer steel wires 9 wound around the central wire 5 and the spaced apart core members 7.
Each core member 7 is formed from substantially incompressible material such as steel and comprises a relatively wide middle section 11 and relatively narrow ends 13 with a central passage 15 extending between the ends 13. Each core member 7 tapers from the middle section 11 to the ends 13 and is formed in 2 halves which (although not evident in the drawing) can conveniently be located together around the central wire 5.
The core members 7 cause the cable bolt 3 to have a variable thickness along the length thereof with a maximum thickness which is at least 20% greater than the minimum thickness T1 of the cable bolt 3. The effect of the core members 7 and the windings of the outer wires 9 around the core members 7 is that the cable bolt 3 has a similar load transfer capability to that of swaged cable bolts.
However, unlike swaged cable bolts, in accordance with a first preferred embodiment of a method of the present invention, the cable bolt 3 is manufactured with conventional technology used to form the basic form of cable bolt and thereafter coiled onto spools which can conveniently be stored and transported on-site. Specifically, the preferred embodiment comprises:
a) fitting core members at spaced intervals along the length of a central wire prior to wrapping outer wires onto the assembly of the central wire and core members, and then;
b) overwrapping outer wires onto the assembly of the central wire and core members.
In accordance with a second preferred embodiment of the method of the present invention, the cable bolt 3 is manufactured from the basic form of the cable bolt and thereafter coiled onto spools which can conveniently be stored and transported on-site. Specifically, the preferred embodiment of the method comprises, repeatedly:
a) radially displacing the outer wires away from the central wire of the basic form of cable bolt to form a space between the outer wires and the central wire; and
b) fitting one of the core members to the central wire in the space.
The cable bolt 3 has the following characteristics.
a) A load transfer capability equal to or superior to that of swaged or birdcage cable bolts.
b) The stiffness of the cable bolt 3 can be varied by decoupling the cable bolt 3 from the grout along the length of the cable bolt between adjacent core members 7 or by varying the transverse thickness of the core members.
c) A capability of being coiled onto spools in lengths of hundreds of metres whereby, as a consequence, the cable bolt is not restricted to manufacture in relatively short lengths.
d) A compatibility with existing mechanical installation equipment.
Many modifications may be made to the preferred embodiment of the cable bolt described above without departing from the spirit and scope of the present invention. By way of example, it is noted that, whilst in the preferred embodiment the core members 7 have a particular configuration, the present invention is not so limited and extends to any suitable configuration which has the effect of increasing the effective diameter of the central wire 5 and thereby the effective diameter of the cable bolt.
In this regard, one alternative configuration of core members 7 comprises lengths of wire wrapped around the central wire 5 at spaced intervals along the length of the central wire 5.

Claims

CLAIMS :
1. A cable bolt comprising, a central wire, a plurality of core members positioned at spaced intervals along the length of the central wire, and a plurality of outer wires wound around the central wire and the spaced apart core members so that the width of the cable bolt is greater at the locations of the core members than at the sections between the core members.
2. The cable bolt defined in claim 1, wherein the central wire and the outer wire are formed from steel.
3. The cable bolt defined in claim 1 or claim 2, comprising 6 or more outer wires.
4. The cable bolt defined in any one of the preceding claims, wherein the core member comprises a relatively wide middle section and relatively narrow ends and a central passage extending from end to end for receiving the central wire therethrough.
5. The cable bolt defined in claim 4, wherein the core member tapers from the middle section to each end.
6. The cable bolt defined in claim 4 or claim 5, wherein the core member is formed from a plurality of longitudinal sections which fit together around the central wire.
7. The cable bolt defined in any one of the preceding claims, wherein the core member is formed from substantially incompressible material. 8. The cable bolt defined in any one of the preceding claims, wherein the core member increases the diameter of the central wire by at least 20%.
9. A method of forming a cable bolt comprising, winding a plurality of outer wires around a central wire having a plurality of core members fitted to the central wire at spaced intervals along the length thereof.
10. A method of forming a cable bolt from a basic form of cable bolt comprising a central wire and a plurality of outer wires around the central wire, the method comprising radially displacing the outer wires from the central wire to form a space between the central wire and the outer wires, and fitting a core member to the central wire in the space.
11. The method defined in claim 10, comprising repeating the radial displacement and core member placement steps to fit a plurality of the core members along the length of the central wire.
12. The method defined in any one of claims 9 to 11, further comprising coiling the cable bolt onto a spool.
EP93903108A 1992-01-31 1993-02-02 Cable bolt. Withdrawn EP0628114A4 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AUPL063292 1992-01-31
AU632/92 1992-01-31
PCT/AU1993/000044 WO1993015279A1 (en) 1992-01-31 1993-02-02 Cable bolt

Publications (2)

Publication Number Publication Date
EP0628114A1 EP0628114A1 (en) 1994-12-14
EP0628114A4 true EP0628114A4 (en) 1995-07-19

Family

ID=3775960

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93903108A Withdrawn EP0628114A4 (en) 1992-01-31 1993-02-02 Cable bolt.

Country Status (3)

Country Link
EP (1) EP0628114A4 (en)
CA (1) CA2129220A1 (en)
WO (1) WO1993015279A1 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2281366B (en) * 1993-08-16 1996-07-31 Bridon Plc Ribbed flexible member for casting into an anchorage medium
EP0659976A3 (en) * 1993-12-23 1995-09-27 Rsc Mining Proprietary Limited A rock anchor assembly.
US5586839A (en) * 1994-09-06 1996-12-24 Gillespie; Harvey D. Yieldable cable bolt
DE4432128C2 (en) * 1994-09-09 2001-09-06 Dyckerhoff & Widmann Ag Method for producing an anchor element for an earth or rock anchor, rock bolts or the like from a strand of twisted steel wires
CA2318609A1 (en) 2000-09-05 2002-03-05 Michael Malkoski Unknown
AU2003904006A0 (en) * 2003-08-01 2003-08-14 Garford Pty Ltd Improved cable bolt
AU2004260817B2 (en) * 2003-08-01 2008-03-13 Garford Pty Ltd Improved cable bolt
AU2013202092B2 (en) * 2012-04-02 2016-06-09 Fci Holdings Delaware, Inc. Manufacture of cable bolts
CN104533487A (en) * 2014-12-08 2015-04-22 山东海天能源有限公司 Yield rod for anchor rope
EP3517688B1 (en) * 2018-01-29 2020-07-08 BAUER Spezialtiefbau GmbH Ground anchor element

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2144784A (en) * 1983-08-10 1985-03-13 Dividag Systems Limited Installing rock anchor
EP0163479A2 (en) * 1984-05-22 1985-12-04 Helix Cables International Pty. Ltd. Ground control

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4160615A (en) * 1978-03-23 1979-07-10 The International Nickel Company, Inc. Cable rock anchor
CH656417A5 (en) * 1981-04-24 1986-06-30 Bureau Bbr Ltd ANCHOR BODY WITH PROTECTIVE TUBE FOR A CABLE, IN PARTICULAR TENSION CABLE.

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2144784A (en) * 1983-08-10 1985-03-13 Dividag Systems Limited Installing rock anchor
EP0163479A2 (en) * 1984-05-22 1985-12-04 Helix Cables International Pty. Ltd. Ground control

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of WO9315279A1 *

Also Published As

Publication number Publication date
WO1993015279A1 (en) 1993-08-05
CA2129220A1 (en) 1993-08-05
EP0628114A1 (en) 1994-12-14

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