EP2052130A1 - A tensioning device - Google Patents

A tensioning device

Info

Publication number
EP2052130A1
EP2052130A1 EP07784781A EP07784781A EP2052130A1 EP 2052130 A1 EP2052130 A1 EP 2052130A1 EP 07784781 A EP07784781 A EP 07784781A EP 07784781 A EP07784781 A EP 07784781A EP 2052130 A1 EP2052130 A1 EP 2052130A1
Authority
EP
European Patent Office
Prior art keywords
barrel
tensioning device
tendon
actuator
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Withdrawn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
EP07784781A
Other languages
German (de)
French (fr)
Other versions
EP2052130A4 (en
Inventor
Brian Woolnough
Neville Jukes
Vincent Martin
Brian Carter
Ross Conn
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.)
Hilti AG
Original Assignee
Wmc Nominees 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
Priority claimed from AU2006904411A external-priority patent/AU2006904411A0/en
Application filed by Wmc Nominees Pty Ltd filed Critical Wmc Nominees Pty Ltd
Publication of EP2052130A1 publication Critical patent/EP2052130A1/en
Publication of EP2052130A4 publication Critical patent/EP2052130A4/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Withdrawn legal-status Critical Current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
    • E21D21/008Anchoring or tensioning 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
    • E21D21/006Anchoring-bolts made of cables or wires

Definitions

  • the present invention relates broadly to a tensioning device for a strata support cable or tendon.
  • Bolting In underground mining and strata control, bolting is generally recognised as the primary support system. Bolting involves grouting of a rock bolt within a bolt hole formed in the strata of an underground mine. The bolt is tensioned so that the strata surrounding the bolthole is held in compression.
  • This technique has been extended to cables or tendons where a barrel and wedge fitting is attached to the cable and is tensioned using hydraulically actuated equipment.
  • These prior art arrangements suffer from at least the following drawbacks: i) the tensioning of cables and tendons is time consuming because they comprise multiple stages and thus are expensive operations; ii) the cables and tendons require relatively large pulling rigs to achieve high tension loads; and iii) existing designs are large and very heavy to handle creating additional occupational health and safety hazards.
  • a tensioning device for a strata support cable or tendon comprising: a barrel fitting being elongate and adapted to attach to the cable or tendon; a barrel actuator being movably connected to the barrel fitting for longitudinal movement relative to the barrel fitting; and locking means operatively coupled to the ban-el actuator for releasable engagement with the barrel fitting, or vice versa, to temporarily prevent at least longitudinal movement of said actuator relative to the barrel fitting whereby movement of the barrel actuator effects a corresponding movement of the barrel fitting and the cable or tendon for its placement in a cavity and thereafter release of the locking means from the barrel fitting, or the barrel actuator, permits longitudinal movement of the barrel actuator relative to the ban-el fitting for tensioning of the cable or tendon within the cavity.
  • the barrel fitting is externally threaded and the barrel actuator includes a nut threadably attached to the barrel fitting.
  • the barrel fitting is of a 2-piece construction including a barrel head connected to a threaded barrel section.
  • the locking means is in the form of a mechanical arrangement or chemical means.
  • the mechanical locking arrangement includes a pin or rod slidably located in a corresponding hole in the barrel actuator and being configured for engagement with a mating recess in the barrel fitting. More preferably the pin or rod is in the form of a shear pin designed to break or fracture at a predetermined load to then permit movement of the barrel actuator relative to the barrel fitting.
  • the mechanical locking arrangement includes a variation in the configuration of the external thread of the barrel fitting.
  • the tensioning device also comprises a strata plate having a central aperture through which the cable or tendon passes.
  • the strata plate is in the form of a volcano plate or dome plate.
  • the tensioning device further comprises a bearing assembly coupled to the barrel fitting to prevent relative rotational movement, the bearing assembly being arranged to locate intermediate the barrel actuator and the strata plate for abutment with the barrel actuator on tensioning of the cable or tendon.
  • the bearing assembly includes a domed washer being configured to abut the strata plate and permit angular installation of the cable or tendon relative to said plate.
  • the bearing assembly also includes a friction washer, friction bearing, or thrust bearing located between the movable actuator and the domed washer.
  • the domed washer includes a roughened or soft exterior surface being designed to engage a corresponding surface in the strata plate to prevent rotational movement whilst permitting tilting of the domed washer relative to the strata plate to accommodate angular installation of the cable or tendon.
  • the threaded barrel fitting includes an axially oriented groove along its external surface, the groove being configured to engage a key in the domed washer to prevent rotational movement whilst allowing relative longitudinal movement. More preferably the groove is one of a pair of grooves located on opposing sides of the barrel fitting.
  • the tensioning device also comprises a wedge assembly having an aperture for receipt of the cable or tendon, the wedge assembly having a tapered outside surface configured for engagement with a corresponding inside surface of the barrel fitting for clamping about the cable or tendon. More preferably the wedge assembly is shaped in the form of a conical frustum and is of a split design.
  • the cavity in which the cable or tendon is placed is a pre-drilled cavity.
  • the strata support cable or tendon is to be understood to include wire rope or strand.
  • Figure 1 is a side view of a tensioning device of a first embodiment of the present invention.
  • Figure 2 is a side view of a tensioning device of a second embodiment of the present invention.
  • first tensioning device 1 for a strata support cable or tendon 80.
  • the tensioning device 1 comprises a barrel fitting 60 and a barrel actuator 50.
  • the barrel fitting 60 is elongate and adapted to slide over the cable or tendon.
  • the barrel fitting 60 is in this example externally threaded.
  • the barrel actuator 50 is movably connected to the barrel fitting 60 for longitudinal movement relative to the barrel fitting 60.
  • the tensioning device 1 also includes locking means 40 coupled to the barrel actuator 50 for releasable engagement with the barrel fitting 60 to temporarily prevent movement of the actuator 50 relative to the barrel fitting 60.
  • the tensioning device 1 is designed such that movement or preferably rotation of the barrel actuator 50 effects a corresponding movement of the cable or tendon for its placement in a pre-drilled cavity in the strata to be supported. This rotation also facilitates mixing of pre- installed resin or grout (not shown). Thereafter, release of the locking means 40 from the barrel fitting 60 permits longitudinal movement of the barrel actuator 50 relative to the barrel fitting 60 for tensioning of the cable or tendon within the cavity.
  • the locking means is a mechanical locking arrangement including a pin or rod 40 located in a corresponding hole in the barrel actuator 50.
  • the pin or rod 40 is configured for engagement with a mating hole in the barrel fitting 60.
  • the pin or rod 40 is in the form of a shear pin designed to break or fracture at a predetermined load to then permit longitudinal movement of the barrel actuator 50 relative to the barrel fitting 60.
  • the locking means includes an adhesive, such as that sold under the LOCTITE brand, applied between the actuator 50 and the barrel fitting 60.
  • the adhesive is designed to release at a certain torque load when the cable ⁇ 'r tendon is retarded from rotational movement by the pre-installed grout.
  • the barrel actuator includes a nut 50 threaded to the barrel fitting 60.
  • the nut 50 is threaded on its internal bore so that it engages the threaded barrel fitting 60 whereby rotation of the nut 50 effects longitudinal movement of the nut 50 relative to the barrel fitting 60.
  • the nut 50 can be moved to a selected position for placement of the shear pin 40 in the aligned holes.
  • the nut 50 is moved together with the barrel fitting 60 when the shear pin 40 engages the mating hole of the barrel fitting 60.
  • the tensioning device 1 also comprises a strata or "volcano" plate 10 having a central aperture through which the cable or tendon passes.
  • the plate 10 has an internal rim which generally defines the central aperture and diverges away from the strata, such as a roof, rib or floor.
  • the internal rim may have a slot which is oriented transverse to the rim.
  • the tensioning device 1 further comprises a bearing assembly which includes a domed washer 20 being configured to abut the strata plate 10 and permit angular installation of the cable or tendon relative to the plate 10.
  • the bearing assembly also includes a generally flat friction washer or thrust bearing 30 and the dome washer 20 together being located between the barrel actuator 50 and the strata plate 20.
  • the friction washer 30 functions as a barrier to prevent any sparks and ignition of combustible gases which may be generated by the friction between the barrel actuator 50 and the dome washer 20.
  • the domed washer 20 may include a protrusion which would engage a corresponding slot in the strata plate 10 to prevent rotational movement whilst permitting tilting of the domed washer 20 relative to the plate 10 to accommodate angular installation of the cable or tendon.
  • the threaded barrel fitting 60 is in cross-section asymmetric along an external portion of its length.
  • the asymmetric portion is configured to engage the similarly configured domed washer 20 to prevent rotational movement whilst allowing relative longitudinal movement.
  • the asymmetric portion in the present embodiment is at least in part defined by a flattened longitudinal section of the threaded barrel fitting 60.
  • the flattened section is shaped complementary to a corresponding section of the domed washer 20.
  • the tensioning device 1 also comprises a wedge assembly 70 having an aperture for receipt of the cable or tendon.
  • the wedge assembly ⁇ 70 has a tapered outside surface configured for engagement with a corresponding inside surface of an enlarged portion of the barrel fitting 60 to allow for clamping about the cable or tendon.
  • the wedge assembly 70 is shaped in the form of a conical frustum and is of a split design.
  • the wedge assembly 70 of this example has three substantially identical components separated by longitudinal splits. This enables the interior of the aperture of the wedge assembly 70 to clamp firmly onto the cable or tendon. As the wedge assembly 70 is wedged longitudinally into the enlarged portion of the barrel fitting 60 it closes about the cable or tendon.
  • a second tensioning device 2 for a strata support cable or tendon 800 there is a second tensioning device 2 for a strata support cable or tendon 800. Due to the similarities between the first and the second embodiments, only the differences between the tensioning devices are described. For ease of referencing, features which are shown in the second embodiment and are similar to those of the first embodiment are designated using similar numbering with an additional zero at the end.
  • a strata or "volcano" plate 100 of the second tensioning device 2 no longer has a slot, which is present in the strata plate 10 of the first tensioning device 1. Instead, an internal rim of the strata plate 100 has a roughened or soft surface.
  • a threaded barrel section of the second tensioning device 2 no longer has a flattened longitudinal section, which is present in the threaded barrel section of the first tensioning device 1. Instead, the threaded barrel section now has two key ways which are shaped complementary to corresponding surfaces of a dome washer 200 of the second tensioning device 2.
  • the dome washer 200 no longer has a flattened surface, which is present in the dome washer 20 of the first tensioning device 1.
  • the threaded barrel section 600no longer has a mating hole 40, which is present in the first tensioning device 1.
  • the dome washer 200 no longer has a protrusion, which is present in the dome washer 20 of the first tensioning device 1. Instead, the dome washer 200 now has a roughened or soft surface that engages a corresponding surface of the internal rim of the strata plate 100. The roughened or soft surfaces provide a frictional force to prevent relative rotational movement between the strata plate 100 and the dome washer 200.
  • the second tensioning device 2 may have a friction bearing 300, instead of a friction washer or thrust bearing 30, which is present in the first tensioning device 1.
  • the friction bearing 300 consists of two sections separated by radially oriented roller bearings which provide a low friction rotating or sliding movement between the two sections.
  • the second tensioning device 2 has a barrel head 650 which has all the features of the enlarged portion in the first tensioning device 1.
  • the barrel head 650 is detachably connected to the threaded barrel section 600 to form a complete barrel fitting.
  • a locking means or mechanical locking arrangement 400 such as a roll or shear pin is fitted to the barrel head 650 and engages a corresponding hole in a barrel actuator 500 of the second tensioning device.
  • the hole in the barrel actuator or actuator nut 500 of the second tensioning device 2 is located differently to the hole in the barrel actuator 50 of the first tensioning device.
  • a bearing assembly of the second tensioning device 2 comprises the dome washer 200 and the friction bearing 300.
  • the actuator nut 500 is screwed onto the threaded barrel section 600 to a point where, on connecting the barrel head 650 with the threaded barrel section 600, the hole in the actuator 500 and the locking means 400 align and will engage.
  • the barrel head 650 is connected with threaded barrel section 600 to form the complete barrel fitting, whilst the locking means 400 engages with the holes.
  • the threaded section 600 may be chilled and then allowed to expand into a tight fit with the barrel head 650.
  • the hole in the nut 50 is aligned with the mating hole in the barrel fitting and the shear pin 40 is then pressed into engagement with the aligned hole and mating hole.
  • the strata support cable or tendon is at one end passed through the strata plate 10 and the bearing assembly into the barrel fitting 60 where it is clamped for attachment by the wedge assembly 70.
  • a drive tool of a drill rig or other drive means such as a dolly, socket or spanner (not shown) is fitted to the actuator nut 50 for placement of the cable or tendon in a strata cavity.
  • the cavity has using known techniques been pre-drilled and prepared with resin or grout.
  • the cable or tendon is progressively driven into the cavity by rotation of the actuator nut 50 and barrel fitting 60 to which it is locked via the shear pin 40.
  • the drill rig continues to exert a rotational force to the actuator nut 50.
  • the hardened resin retards rotation of the cable or tendon and the shear pin 40 is designed to fracture or shear at a predetermined torsional force exerted by the drive means.
  • the actuator nut 50 rotates along the thread of the barrel fitting 60 and the nut 50 abuts the bearing assembly.
  • the drive means is then used to further rotate the actuator nut 50 relative to the barrel fitting 60 for tensioning of the cable or tendon within the strata cavity.
  • the flattened section or key ways of the barrel fitting 60 engage with the corresponding surface of the domed washer 20 to prevent relative rotational movement between these components.
  • the protrusion or roughened surface of the domed washer 20 in turn engages with the slot or roughened surface of the internal rim of the strata plate 10 to prevent relative movement between these components.
  • This embodiment of the invention can provide cable or tendon loads of up to 20 tonne.
  • the tension loads may vary depending on the specific configuration of the tensioning device where for example a barrel fitting having a relatively fine pitched thread is capable of achieving high loads.
  • the loads may also vary depending on the drive means used where for example a torque multiplier will provide increased tension loads.
  • the tensioning device has at least the following advantages over the admitted prior art: i) the placement and tensioning of the strata cable or tendon can be effected in a single operation; ii) the device is relatively light and thus easier to handle than existing designs; and iii) the device lends itself to a simpler installation without for example post- grouting.
  • the locking means which engages the barrel fitting and actuator need not be limited to the mechanical or chemical types described but may take the form of a retractable latch or lock.
  • the barrel actuator, roof plate and wedge assembly may take another form and shape.
  • the actuator nut 50 may vary from that described and may for example be a castle- headed nut and retaining pin mechanism which eliminates the need for forming the hole in the nut.
  • the present embodiment is, therefore, to be considered in all respects as illustrative and not restrictive.

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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)
  • Piles And Underground Anchors (AREA)
  • Transmission Devices (AREA)

Abstract

The present invention relates broadly to a tensioning device (1) for a strata support cable tendon (80). The tensioning device (1) comprises a barrel fitting (60) and a barrel actuator (50). The tensioning device (1) also includes locking means (40) coupled to the barrel actuator (50) for releasable engagement with the barrel fitting (60) to temporarily prevent movement of the actuator (50) relative to the barrel fitting (60). Release of the locking means (40) from the barrel fitting (60) permits longitudinal movement of the barrel actuator (50) relative to the barrel fitting (60) for tensioning of the cable or tendon (80) within the cavity.

Description

A tensioning device
FIELD OF THE INVENTION
The present invention relates broadly to a tensioning device for a strata support cable or tendon.
BACKGROUND OF THE INVENTION
In underground mining and strata control, bolting is generally recognised as the primary support system. Bolting involves grouting of a rock bolt within a bolt hole formed in the strata of an underground mine. The bolt is tensioned so that the strata surrounding the bolthole is held in compression. This technique has been extended to cables or tendons where a barrel and wedge fitting is attached to the cable and is tensioned using hydraulically actuated equipment. These prior art arrangements suffer from at least the following drawbacks: i) the tensioning of cables and tendons is time consuming because they comprise multiple stages and thus are expensive operations; ii) the cables and tendons require relatively large pulling rigs to achieve high tension loads; and iii) existing designs are large and very heavy to handle creating additional occupational health and safety hazards.
SUMMARY OF THE INVENTION
According to the present invention there is provided a tensioning device for a strata support cable or tendon, said device comprising: a barrel fitting being elongate and adapted to attach to the cable or tendon; a barrel actuator being movably connected to the barrel fitting for longitudinal movement relative to the barrel fitting; and locking means operatively coupled to the ban-el actuator for releasable engagement with the barrel fitting, or vice versa, to temporarily prevent at least longitudinal movement of said actuator relative to the barrel fitting whereby movement of the barrel actuator effects a corresponding movement of the barrel fitting and the cable or tendon for its placement in a cavity and thereafter release of the locking means from the barrel fitting, or the barrel actuator, permits longitudinal movement of the barrel actuator relative to the ban-el fitting for tensioning of the cable or tendon within the cavity.
Preferably the barrel fitting is externally threaded and the barrel actuator includes a nut threadably attached to the barrel fitting. In another configuration the barrel fitting is of a 2-piece construction including a barrel head connected to a threaded barrel section.
Preferably the locking means is in the form of a mechanical arrangement or chemical means.
Preferably the mechanical locking arrangement includes a pin or rod slidably located in a corresponding hole in the barrel actuator and being configured for engagement with a mating recess in the barrel fitting. More preferably the pin or rod is in the form of a shear pin designed to break or fracture at a predetermined load to then permit movement of the barrel actuator relative to the barrel fitting. Alternatively the mechanical locking arrangement includes a variation in the configuration of the external thread of the barrel fitting.
Preferably the tensioning device also comprises a strata plate having a central aperture through which the cable or tendon passes. In one example the strata plate is in the form of a volcano plate or dome plate.
Preferably the tensioning device further comprises a bearing assembly coupled to the barrel fitting to prevent relative rotational movement, the bearing assembly being arranged to locate intermediate the barrel actuator and the strata plate for abutment with the barrel actuator on tensioning of the cable or tendon. More preferably the bearing assembly includes a domed washer being configured to abut the strata plate and permit angular installation of the cable or tendon relative to said plate. Even more preferably the bearing assembly also includes a friction washer, friction bearing, or thrust bearing located between the movable actuator and the domed washer. Still more preferably the domed washer includes a roughened or soft exterior surface being designed to engage a corresponding surface in the strata plate to prevent rotational movement whilst permitting tilting of the domed washer relative to the strata plate to accommodate angular installation of the cable or tendon. Preferably the threaded barrel fitting includes an axially oriented groove along its external surface, the groove being configured to engage a key in the domed washer to prevent rotational movement whilst allowing relative longitudinal movement. More preferably the groove is one of a pair of grooves located on opposing sides of the barrel fitting.
Preferably the tensioning device also comprises a wedge assembly having an aperture for receipt of the cable or tendon, the wedge assembly having a tapered outside surface configured for engagement with a corresponding inside surface of the barrel fitting for clamping about the cable or tendon. More preferably the wedge assembly is shaped in the form of a conical frustum and is of a split design.
Generally the cavity in which the cable or tendon is placed is a pre-drilled cavity.
The strata support cable or tendon is to be understood to include wire rope or strand.
BRIEF DESCRIPTION OF THE DRAWINGS
In order to achieve a better understanding of the nature of the present invention a preferred embodiment of a tensioning device for a strata support cable or tendon will now be described, by way of example only, with reference to the accompanying drawings in which:
Figure 1 is a side view of a tensioning device of a first embodiment of the present invention; and
Figure 2 is a side view of a tensioning device of a second embodiment of the present invention;
DETAILED DESCRIPTION OF THE INVENTION
In a first embodiment of the invention, as shown in figure 1, there is a first tensioning device 1 for a strata support cable or tendon 80. The tensioning device 1 comprises a barrel fitting 60 and a barrel actuator 50. The barrel fitting 60 is elongate and adapted to slide over the cable or tendon. The barrel fitting 60 is in this example externally threaded. The barrel actuator 50 is movably connected to the barrel fitting 60 for longitudinal movement relative to the barrel fitting 60. The tensioning device 1 also includes locking means 40 coupled to the barrel actuator 50 for releasable engagement with the barrel fitting 60 to temporarily prevent movement of the actuator 50 relative to the barrel fitting 60. The tensioning device 1 is designed such that movement or preferably rotation of the barrel actuator 50 effects a corresponding movement of the cable or tendon for its placement in a pre-drilled cavity in the strata to be supported. This rotation also facilitates mixing of pre- installed resin or grout (not shown). Thereafter, release of the locking means 40 from the barrel fitting 60 permits longitudinal movement of the barrel actuator 50 relative to the barrel fitting 60 for tensioning of the cable or tendon within the cavity.
The locking means is a mechanical locking arrangement including a pin or rod 40 located in a corresponding hole in the barrel actuator 50. The pin or rod 40 is configured for engagement with a mating hole in the barrel fitting 60. In a preferred embodiment, the pin or rod 40 is in the form of a shear pin designed to break or fracture at a predetermined load to then permit longitudinal movement of the barrel actuator 50 relative to the barrel fitting 60.
In an alternate form, the locking means includes an adhesive, such as that sold under the LOCTITE brand, applied between the actuator 50 and the barrel fitting 60. The adhesive is designed to release at a certain torque load when the cable ό'r tendon is retarded from rotational movement by the pre-installed grout.
The barrel actuator includes a nut 50 threaded to the barrel fitting 60. The nut 50 is threaded on its internal bore so that it engages the threaded barrel fitting 60 whereby rotation of the nut 50 effects longitudinal movement of the nut 50 relative to the barrel fitting 60. The nut 50 can be moved to a selected position for placement of the shear pin 40 in the aligned holes. The nut 50 is moved together with the barrel fitting 60 when the shear pin 40 engages the mating hole of the barrel fitting 60.
The tensioning device 1 also comprises a strata or "volcano" plate 10 having a central aperture through which the cable or tendon passes. The plate 10 has an internal rim which generally defines the central aperture and diverges away from the strata, such as a roof, rib or floor. The internal rim may have a slot which is oriented transverse to the rim.
The tensioning device 1 further comprises a bearing assembly which includes a domed washer 20 being configured to abut the strata plate 10 and permit angular installation of the cable or tendon relative to the plate 10. The bearing assembly also includes a generally flat friction washer or thrust bearing 30 and the dome washer 20 together being located between the barrel actuator 50 and the strata plate 20. The friction washer 30 functions as a barrier to prevent any sparks and ignition of combustible gases which may be generated by the friction between the barrel actuator 50 and the dome washer 20. The domed washer 20 may include a protrusion which would engage a corresponding slot in the strata plate 10 to prevent rotational movement whilst permitting tilting of the domed washer 20 relative to the plate 10 to accommodate angular installation of the cable or tendon.
The threaded barrel fitting 60 is in cross-section asymmetric along an external portion of its length. The asymmetric portion is configured to engage the similarly configured domed washer 20 to prevent rotational movement whilst allowing relative longitudinal movement. The asymmetric portion in the present embodiment is at least in part defined by a flattened longitudinal section of the threaded barrel fitting 60. The flattened section is shaped complementary to a corresponding section of the domed washer 20.
The tensioning device 1 also comprises a wedge assembly 70 having an aperture for receipt of the cable or tendon. The wedge assemblyι70 has a tapered outside surface configured for engagement with a corresponding inside surface of an enlarged portion of the barrel fitting 60 to allow for clamping about the cable or tendon. In this embodiment, the wedge assembly 70 is shaped in the form of a conical frustum and is of a split design. The wedge assembly 70 of this example has three substantially identical components separated by longitudinal splits. This enables the interior of the aperture of the wedge assembly 70 to clamp firmly onto the cable or tendon. As the wedge assembly 70 is wedged longitudinally into the enlarged portion of the barrel fitting 60 it closes about the cable or tendon.
In a second embodiment of the invention, as shown in figure 2, there is a second tensioning device 2 for a strata support cable or tendon 800. Due to the similarities between the first and the second embodiments, only the differences between the tensioning devices are described. For ease of referencing, features which are shown in the second embodiment and are similar to those of the first embodiment are designated using similar numbering with an additional zero at the end. A strata or "volcano" plate 100 of the second tensioning device 2 no longer has a slot, which is present in the strata plate 10 of the first tensioning device 1. Instead, an internal rim of the strata plate 100 has a roughened or soft surface.
A threaded barrel section of the second tensioning device 2 no longer has a flattened longitudinal section, which is present in the threaded barrel section of the first tensioning device 1. Instead, the threaded barrel section now has two key ways which are shaped complementary to corresponding surfaces of a dome washer 200 of the second tensioning device 2. The dome washer 200 no longer has a flattened surface, which is present in the dome washer 20 of the first tensioning device 1. In addition, the threaded barrel section 600no longer has a mating hole 40, which is present in the first tensioning device 1.
In addition, the dome washer 200 no longer has a protrusion, which is present in the dome washer 20 of the first tensioning device 1. Instead, the dome washer 200 now has a roughened or soft surface that engages a corresponding surface of the internal rim of the strata plate 100. The roughened or soft surfaces provide a frictional force to prevent relative rotational movement between the strata plate 100 and the dome washer 200.
The second tensioning device 2 may have a friction bearing 300, instead of a friction washer or thrust bearing 30, which is present in the first tensioning device 1. the friction bearing 300 consists of two sections separated by radially oriented roller bearings which provide a low friction rotating or sliding movement between the two sections.
The second tensioning device 2 has a barrel head 650 which has all the features of the enlarged portion in the first tensioning device 1. In addition, the barrel head 650 is detachably connected to the threaded barrel section 600 to form a complete barrel fitting. A locking means or mechanical locking arrangement 400 such as a roll or shear pin is fitted to the barrel head 650 and engages a corresponding hole in a barrel actuator 500 of the second tensioning device. In line with the location of the locking means or shear pin 400, the hole in the barrel actuator or actuator nut 500 of the second tensioning device 2 is located differently to the hole in the barrel actuator 50 of the first tensioning device. A bearing assembly of the second tensioning device 2 comprises the dome washer 200 and the friction bearing 300. During assembly of the second tensioning device 2, the actuator nut 500 is screwed onto the threaded barrel section 600 to a point where, on connecting the barrel head 650 with the threaded barrel section 600, the hole in the actuator 500 and the locking means 400 align and will engage. Once the actuator 500 is in the prescribed position, the barrel head 650 is connected with threaded barrel section 600 to form the complete barrel fitting, whilst the locking means 400 engages with the holes. The threaded section 600 may be chilled and then allowed to expand into a tight fit with the barrel head 650. In the first tensioning device 1, the hole in the nut 50 is aligned with the mating hole in the barrel fitting and the shear pin 40 is then pressed into engagement with the aligned hole and mating hole.
Operation of the tensioning devices of the alternate embodiments of the present invention are now described. To avoid duplication, reference has been made to the components of the first tensioning device only. The strata support cable or tendon is at one end passed through the strata plate 10 and the bearing assembly into the barrel fitting 60 where it is clamped for attachment by the wedge assembly 70.
A drive tool of a drill rig or other drive means such as a dolly, socket or spanner (not shown) is fitted to the actuator nut 50 for placement of the cable or tendon in a strata cavity. The cavity has using known techniques been pre-drilled and prepared with resin or grout. The cable or tendon is progressively driven into the cavity by rotation of the actuator nut 50 and barrel fitting 60 to which it is locked via the shear pin 40. Following placement of the cable or tendon and upon setting of the resin or grout, the drill rig continues to exert a rotational force to the actuator nut 50. The hardened resin retards rotation of the cable or tendon and the shear pin 40 is designed to fracture or shear at a predetermined torsional force exerted by the drive means. The actuator nut 50 rotates along the thread of the barrel fitting 60 and the nut 50 abuts the bearing assembly. The drive means is then used to further rotate the actuator nut 50 relative to the barrel fitting 60 for tensioning of the cable or tendon within the strata cavity.
The flattened section or key ways of the barrel fitting 60 engage with the corresponding surface of the domed washer 20 to prevent relative rotational movement between these components. The protrusion or roughened surface of the domed washer 20 in turn engages with the slot or roughened surface of the internal rim of the strata plate 10 to prevent relative movement between these components. This means that during tensioning of the cable or tendon it does not twist or develop a birdcaging effect at its lower portions relative to the upper section which is fixed by the resin or grout within the cavity. This embodiment of the invention can provide cable or tendon loads of up to 20 tonne. The tension loads may vary depending on the specific configuration of the tensioning device where for example a barrel fitting having a relatively fine pitched thread is capable of achieving high loads. The loads may also vary depending on the drive means used where for example a torque multiplier will provide increased tension loads.
Now that several preferred embodiments of the present invention have been described in some detail, it will be apparent to those skilled in the art that the tensioning device has at least the following advantages over the admitted prior art: i) the placement and tensioning of the strata cable or tendon can be effected in a single operation; ii) the device is relatively light and thus easier to handle than existing designs; and iii) the device lends itself to a simpler installation without for example post- grouting.
It will be appreciated by persons skilled in the art that numerous variations and/or modifications may be made to the invention as shown in the specific embodiments without departing from the spirit or scope of the invention as broadly described. For example, the locking means which engages the barrel fitting and actuator need not be limited to the mechanical or chemical types described but may take the form of a retractable latch or lock. The barrel actuator, roof plate and wedge assembly may take another form and shape. The actuator nut 50 may vary from that described and may for example be a castle- headed nut and retaining pin mechanism which eliminates the need for forming the hole in the nut. The present embodiment is, therefore, to be considered in all respects as illustrative and not restrictive.

Claims

1. A tensioning device for a strata support cable or tendon, said device comprising: a barrel fitting being elongate and adapted to attach to the cable or tendon; a barrel actuator being movably connected to the barrel fitting for longitudinal movement relative to the barrel fitting; and locking means operatively coupled to the baxτel actuator for releasable engagement with the barrel fitting, or vice versa, to temporarily prevent at least longitudinal movement of said actuator relative to the barrel fitting whereby movement of the barrel actuator effects a corresponding movement of the barrel fitting and the cable or tendon for its placement in a cavity and thereafter release of the locking means from the barrel fitting, or the barrel actuator, permits longitudinal movement of the barrel actuator relative to the barrel fitting for tensioning of the cable or tendon within the cavity.
2. A tensioning device as defined in claim 1 wherein the barrel fitting is externally threaded and the barrel actuator includes a nut threadably attached to the barrel fitting.
3. A tensioning device as defined in either of claims 1 or 2 wherein the barrel fitting is of a 2-piece construction including a barrel head connected to a threaded barrel section.
4. A tensioning device as defined in any one of the preceding claims wherein the locking means is in the form of a mechanical arrangement or chemical means.
5. A tensioning device as defined in claim 4 wherein the mechanical locking arrangement includes a pin or rod slidably located in a corresponding hole in the barrel actuator and being configured for engagement with a mating recess in the barrel fitting.
6. A tensioning device as defined in claim 5 wherein the pin or rod is in the form of a shear pin designed to break or fracture at a predetermined load to then permit movement of the barrel actuator relative to the barrel fitting.
7. A tensioning device as defined in claim 2 wherein the mechanical locking arrangement includes a variation in the configuration of the external thread of the ban-el fitting.
8. A tensioning device as defined in any one of the preceding claims wherein the tensioning device comprises a strata plate having a central aperture through which the cable or tendon passes.
9. A tensioning device as defined in any one of the preceding claims wherein the tensioning device comprises a bearing assembly coupled to the barrel fitting to prevent relative rotational movement, the bearing assembly being arranged to locate intermediate the barrel actuator and the strata plate for abutment with the barrel actuator on tensioning of the cable or tendon.
10. A tensioning device as defined in claim 9 wherein the bearing assembly includes a domed washer being configured to abut the strata plate and permit angular installation of the cable or tendon relative to said plate.
11. A tensioning device as defined in either of claims 8 or 9 wherein the bearing assembly includes a friction washer, friction bearing, or thrust bearing located between the movable actuator and the domed washer.
12. A tensioning device as defined in claim 10 wherein the domed washer includes a roughened or soft exterior surface being designed to engage a corresponding surface in the strata plate to prevent rotational movement whilst permitting tilting of the domed washer relative to the strata plate to accommodate angular installation of the cable or tendon.
13. A tensioning device as defined in any one of the preceding claims wherein the barrel fitting includes an axially oriented groove along its external surface, the groove being configured to engage a key in the domed washer to prevent rotational movement whilst allowing relative longitudinal movement.
14. A tensioning device as defined in claim 13 wherein the groove is one of a pair of grooves located on opposing sides of the barrel fitting.
15. A tensioning device as defined in any one of the preceding claims also comprising a wedge assembly having an aperture for receipt of the cable or tendon, the wedge assembly having a tapered outside surface configured for engagement with a corresponding inside surface of the barrel fitting for clamping about the cable or tendon.
16. A tensioning device as defined in claim 15 wherein the wedge assembly is shaped in the form of a conical frustum and is of a split design.
17. A tensioning device as defined in any one of the preceding claims wherein the cavity in which the cable or tendon is placed is a pre-drilled cavity.
18. A tensioning device as defined in any one of the preceding claims wherein the strata support cable or tendon includes wire rope.
EP07784781.2A 2006-08-14 2007-08-14 A tensioning device Withdrawn EP2052130A4 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU2006904411A AU2006904411A0 (en) 2006-08-14 A tensioning device
PCT/AU2007/001141 WO2008019432A1 (en) 2006-08-14 2007-08-14 A tensioning device

Publications (2)

Publication Number Publication Date
EP2052130A1 true EP2052130A1 (en) 2009-04-29
EP2052130A4 EP2052130A4 (en) 2015-03-18

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US (1) US20100189515A1 (en)
EP (1) EP2052130A4 (en)
CN (1) CN101506467B (en)
AU (1) AU2007284067B2 (en)
CA (1) CA2660562A1 (en)
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100838978B1 (en) * 2004-07-14 2008-06-17 차이니즈 아카데미 오브 애그리컬쳐럴 엔지니어링 Equipment and method for dry ferment

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011026178A1 (en) * 2009-09-01 2011-03-10 Fci Holdings Delaware, Inc. Tensioning device
DE102010024352A1 (en) * 2010-06-18 2011-12-22 Firep Rebar Technology Gmbh Improved tie rod made of fiber-reinforced plastic
GB2531205B (en) * 2011-01-26 2016-10-05 Latchways Plc Safety line anchor
AU2014201857B2 (en) * 2011-09-05 2016-05-05 DSI Underground Australia Pty Limited A tensionable cable bolt assembly
WO2013033760A1 (en) * 2011-09-05 2013-03-14 Dywidag-Systems International Pty Limited A tensionable cable bolt assembly
DE102012206613A1 (en) 2012-04-23 2013-10-24 Hilti Aktiengesellschaft Strand
BR112017027667B1 (en) * 2015-07-21 2022-03-29 Ncm Innovations (Pty) Ltd Radially expandable tie rod
US10677057B2 (en) 2015-07-21 2020-06-09 Ncm Innovations (Pty) Ltd Pneumatic drill installed rock anchor
CN109838258A (en) * 2017-11-28 2019-06-04 平安煤炭开采工程技术研究院有限责任公司 Anchorage
ZA201907183B (en) * 2018-11-02 2023-09-27 Epiroc Holdings South Africa Pty Ltd Cable anchor with anti-spin coupler

Family Cites Families (52)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3361460A (en) * 1966-05-02 1968-01-02 Gerhard Jansen Clamp nut
US4132080A (en) * 1977-11-07 1979-01-02 Stratabolt Corporation Resin anchored rock or mine roof bolt anchor mechanism
DE2903694A1 (en) * 1979-01-31 1980-08-14 Gebirgssicherung Gmbh MOUNTAIN ANCHOR
US4557631A (en) * 1983-08-29 1985-12-10 Donan Jr David C Off-center rock bolt anchor and method
US4601614A (en) * 1984-02-22 1986-07-22 Lane William L Rockbolt
US4595315A (en) * 1984-05-30 1986-06-17 Consolidated Metal Products, Inc. Anchor bolt assembly
US4607984A (en) * 1984-09-25 1986-08-26 Republic Corporation Apparatus and method for mine application
US4611954A (en) * 1984-09-25 1986-09-16 Republic Corporation Apparatus and method for mine installations
CA1244270A (en) * 1985-08-01 1988-11-08 Donald Gagnon Friction washer for securing a wire mesh screening onto the protruding end of rock bolts
US4678374A (en) * 1985-12-13 1987-07-07 Jennmar Corporation Roof bolt with expansion shell and threaded nut
US4679966A (en) * 1985-12-13 1987-07-14 Jennmar Corporation Roof bolt apparatus with expansion shell and coupling
US4984938A (en) * 1988-08-25 1991-01-15 H&S Machine & Supply Company, Inc. Coated washer for an anchor bolt system
WO1993003256A1 (en) * 1991-07-26 1993-02-18 J.J.P. Geotechnical Engineering Pty. Ltd. A cable bolt
US5378087A (en) * 1991-09-25 1995-01-03 Locotos; Frank M. Mine roof support apparatus and method
GB2262970B (en) * 1991-12-19 1995-02-15 Bridon Plc Flexible roof bolt
AU663619B2 (en) * 1992-09-16 1995-10-12 Australian Coal Industry Research Laboratories Limited Rock bolt
CA2142894A1 (en) * 1993-06-28 1995-01-05 Jeffrey Robert Ferguson Improvements in rock bolts
US5544980A (en) * 1994-04-11 1996-08-13 Seegmiller; Ben L. Anchor structure
US5511909A (en) * 1994-06-07 1996-04-30 Jennmar Corporation Cable bolt and method of use in supporting a rock formation
AUPM617094A0 (en) * 1994-06-09 1994-07-07 Industrial Rollformers Pty Limited Washer and support member for supporting a load
US5525013A (en) * 1994-10-31 1996-06-11 Seegmiller; Ben L. Cable bolt structure and related components
AU4558296A (en) * 1995-02-17 1996-08-29 A. Noble & Son Limited Cable bolt termination
US5785463A (en) * 1996-01-11 1998-07-28 Jennmar Corporation Combination cable bolt system
US5755065A (en) * 1996-04-25 1998-05-26 Sorkin; Felix L. Method and apparatus for forming an anchorage of a post-tension system
ZA978519B (en) * 1996-09-27 1998-03-26 Amalgamated Reinforcing Propri A method of pre-stressing a tendon.
US5919006A (en) * 1997-02-14 1999-07-06 Jennmar Corporation Tensionable cable bolt with mixing assembly
US6270290B1 (en) * 1997-02-14 2001-08-07 Jennmar Corporation Tensionable cable bolt
AU736561B2 (en) * 1997-10-24 2001-08-02 Dywidag-Systems International Pty. Limited Cable tensioning device
CA2254302A1 (en) * 1998-11-23 2000-05-23 Donald G. Gagnon An improved friction washer
US6470636B1 (en) * 2000-08-07 2002-10-29 Dallas R. Rose Detensioning apparatus for releasing a chuck on a prestressed strand
US6742966B2 (en) * 2001-01-12 2004-06-01 James D. Cook Expansion shell assembly
EP2305895B1 (en) * 2001-03-23 2016-03-16 Samwoo Geotech.Co Internal anchorage for a tension member
ZA200203688B (en) * 2001-09-13 2003-11-10 Minova Int Ltd Roof bolts for use in mines, a method for their production and method for their installation.
CN2502009Y (en) * 2001-11-21 2002-07-24 邢台矿业(集团)有限责任公司东庞矿多经公司 Rapid mounting flexible anchoring-bolt
US20030219316A1 (en) * 2002-02-19 2003-11-27 Rataj Mieczyslaw Stanislaw Rock bolt
US6626610B1 (en) * 2002-04-02 2003-09-30 Ben L. Seegmiller Cable bolt apparatus and method of installation for mines
AUPS310702A0 (en) * 2002-06-21 2002-07-11 Industrial Rollformers Pty Limited Rock bolting system
US6935811B2 (en) * 2002-11-13 2005-08-30 Terrasimco Inc. Frictional mining bolt
AU2002953368A0 (en) * 2002-12-16 2003-01-09 Garford Pty Ltd A yielding rock bolt
CA2452271C (en) * 2003-12-03 2007-03-13 Stewart Mining Products Inc. An improved apparatus for ground support
US7179020B2 (en) * 2003-12-08 2007-02-20 Robertson Jr Roy Lee Mine roof bolt anchoring system and method
US6986623B2 (en) * 2003-12-08 2006-01-17 Robertson Jr Roy Lee Method and apparatus for anchoring a mine roof bolt
US20050158127A1 (en) * 2004-01-21 2005-07-21 Fergusson Jeffrey R. Yielding strata bolt
WO2005106201A1 (en) * 2004-05-03 2005-11-10 Peter Andrew Gray Locking member, a nut break-out device and a nut break-out system containing same
CA2470212A1 (en) * 2004-06-30 2005-12-30 Wilfred G. Morris Dual mechanical and resin anchor bolt
US7338234B2 (en) * 2004-12-20 2008-03-04 Dywidag-Systems International Pty Limited Rock bolt
US7819388B2 (en) * 2006-01-17 2010-10-26 Mccallion James P Tendon gripping device
CA2543755C (en) * 2006-04-18 2012-12-11 Mansour Mining Inc. Detachable anchor bolt mixing head for use in mine roof support systems and method of using same
AU2006202175B2 (en) * 2006-05-23 2012-02-02 Applied Research Of Australia Pty Limited Plastic Rock-Bolt or Dowel
US8087850B2 (en) * 2006-07-20 2012-01-03 Fci Holdings Delaware, Inc. Rock bolt
US8052352B2 (en) * 2007-04-02 2011-11-08 Fci Holdings Delaware, Inc. Mine support having a linearly moveable and/or pivoting end plate
US7959379B2 (en) * 2009-03-02 2011-06-14 Robertson Jr Roy Lee Bolt anchor

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2008019432A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100838978B1 (en) * 2004-07-14 2008-06-17 차이니즈 아카데미 오브 애그리컬쳐럴 엔지니어링 Equipment and method for dry ferment

Also Published As

Publication number Publication date
CN101506467A (en) 2009-08-12
US20100189515A1 (en) 2010-07-29
EP2052130A4 (en) 2015-03-18
WO2008019432A1 (en) 2008-02-21
CA2660562A1 (en) 2008-02-21
CN101506467B (en) 2011-09-07
AU2007284067B2 (en) 2011-08-18
AU2007284067A1 (en) 2008-02-21

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