AU2008100948B4 - A tensioning device - Google Patents

A tensioning device Download PDF

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Publication number
AU2008100948B4
AU2008100948B4 AU2008100948A AU2008100948A AU2008100948B4 AU 2008100948 B4 AU2008100948 B4 AU 2008100948B4 AU 2008100948 A AU2008100948 A AU 2008100948A AU 2008100948 A AU2008100948 A AU 2008100948A AU 2008100948 B4 AU2008100948 B4 AU 2008100948B4
Authority
AU
Australia
Prior art keywords
barrel
tensioning device
tendon
cable
actuator
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.)
Expired
Application number
AU2008100948A
Other versions
AU2008100948A4 (en
Inventor
Brian Carter
Ross Conn
Neville Jukes
Vincent Martin
Brian Woolnough
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
Hilti AG
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 PCT/AU2007/001141 external-priority patent/WO2008019432A1/en
Application filed by Hilti AG filed Critical Hilti AG
Priority to AU2008100948A priority Critical patent/AU2008100948B4/en
Publication of AU2008100948A4 publication Critical patent/AU2008100948A4/en
Application granted granted Critical
Publication of AU2008100948B4 publication Critical patent/AU2008100948B4/en
Assigned to HILTI CORPORATION reassignment HILTI CORPORATION Request for Assignment Assignors: WMC NOMINEES PTY LIMITED
Assigned to HILTI AKTIENGESELLSCHAFT reassignment HILTI AKTIENGESELLSCHAFT Request to Amend Deed and Register Assignors: HILTI CORPORATION
Anticipated expiration legal-status Critical
Expired legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D21/00Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
    • E21D21/008Anchoring or tensioning means
    • 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

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  • 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)
  • Piles And Underground Anchors (AREA)

Description

i± 52: B, 3Siak Oa-2 5 1' ;029:2585835
AUSTRALIA
Patents Act 1990 (0th) Complete Specification for an Innovation Patent WMVC Nominees Pty Limited Invention Title: A tensioning device The invention is described in the following statement: Blake Dawson Level 36. Grosvenor Placeo 225 George Street Sydney NSW 2000 Australia T 51 2 9258 6000 F 612 9258 6999 Reference DGO JYW 02 1437 9697 2051 105351j COMS ID No: ARCS-207478 Received by 113 Australia: Time 14:02 Date 2008-09-25 S4 4 2 00 A tensioning device LCi FIELD OF THE INVENTION a, The present invention relates broadly to a tensioning device for a strata support cable or tendon.
SBACKGROUND OF THE INVENTION In underground mining and strata control, bolting is generally recognised as the primary support 00 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 Scompression. 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 00 10 art arrangements suffer from at least the following drawbacks: 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 held at one end in a cavity, the device comprising: a strata plate having an aperture for passage of the cable or tendon; a barrel fitting being elongate and adapted to attach to the cable or tendon ;and engaging means for interlocking the barrel fitting and the strata plate to prevent rotational movement of the barrel fitting and the cable or tendon relative to the strata plate; and a barrel actuator being movably connected to the barrel fitting to allow longitudinal movement of the barrel actuator relative to the barrel fitting for tensioning of the cable or the tendon in the cavity.
Preferably the interlocked barrel fitting and the strata plate prevent twisting of the cable or tendon under torsional strain to maintain tension in the cable or tendon.
Preferably the engaging means includes a bearing assembly coupled to the barrel fitting and the strata plate to prevent the rotational movement. More preferably the bearing assembly is arranged to locate intermediate the barrel actuator and the strata plate for abutment with the barrel actuator on tensioning of the cable or tendon. Even more preferably the bearing assembly includes a 205110353_1 COMS ID No: ARCS-207478 Received by IP Australia: Time 14:02 Date 2008-09-25 25-09-08;1 :3:12 ;Blake i4 5/ 1 4 3 00 domed washer being configured to abut the strata plate and permit angular installation of the cable or tendon relative to said plate. Still more preferably the bearing assembly also includes a friction CK1 washer, friction bearing, or thrust bearing located between the movable actuator and the domed Swasher. Still even more preferably the domed washer includes a roughened surface being 5 designed to engage a corresponding surface in the strata plate to prevent the rotational movement I n whilst permitting tilting of the domed washer relative to the strata plate to accommodate the angular installation of the cable or tendon. Alternatively the domed washer includes a relatively hard surface designed to engage a corresponding relatively soft surface in the strata plate, or vice versa 00 ,I Preferably the engaging means includes an axially oriented groove along an external surface of the barrel fitting, the groove being configured to engage a key in the domed washer to prevent the rotational movement whilst allowing relative longitudinal movement. More preferably the groove is 00 one of a pair of grooves located on opposing sides of the barrel fitting.
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.
In one example the strata plate is in the form of a volcano plate or dome plate.
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; 205110535I COMS ID No: ARCS-207478 Received by IP Australia: Time 14:02 Date 2008-09-25 308; ;B 3e 12 ;Blake It 14 4 00 O DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS 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 00 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 00 in a pre-drilled cavity in the strata to be supported. This rotation also facilitates mixing of pre- Sinstalled 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 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 or 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 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 being configured to abut the strata plate 10 and permit angular installation of the cable or tendon 205110535_1 COMS ID No: ARCS-207478 Received by IP Australia: Time 14:02 Date 2008-09-25 25-09--08; i :52 B j k U E a-- 7/ 14 00 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 Cand the strata plate 10. The friction washer 30 functions as a barrier to prevent any sparks and Signition 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 n 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.
00 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 00 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 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. 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 205110535 1 COMS ID No: ARCS-207478 Received by IP Australia: Time 14:02 Date 2008-09-25 8 ;Blake 'j 2 a/ 14 6 00 device 1. In addition, the threaded barrel section 600 no longer has a mating hole 40, which is present in the first tensioning device 1.
SIn addition, the dome washer 200 no longer has a protrusion, which is present in the dome washer VI 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 C(K roughened or soft surfaces provide a frictional force to prevent relative rotational movement between the strata plate 100 and the dome washer 200.
00 SThe 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 00 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 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 205110535_ COMS ID No: ARCS-207478 Received by IP Australia: Time 14:02 Date 2008-09-25 -0 -08; 1 3 52 3 a k a Lj 58 35 4 7 00 using known techniques been pre-drilled and prepared with resin or grout. The cable or tendon is Sprogressively 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 d) 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 00 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 00 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 (CK 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 device is relatively light and thus easier to handle than existing designs; and ii) the device lends itself to a simpler installation.
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 barrel actuator, roof plate and wedge assembly may take another form and shape. The present embodiment is, therefore, to be considered in all respects as illustrative and not restrictive.
205110535.1 COMS ID No: ARCS-207478 Received by IP Australia: Time 14:02 Date 2008-09-25

Claims (3)

  1. 2. A tensioning device as claimed in claim 1 wherein the barrel fitting is externally threaded and the barrel actuator includes a nut threadably attached to the barrel fitting.
  2. 3. A tensioning device as claimed in either of claims 1 or 2 wherein the engaging means includes a bearing assembly coupled to the barrel fitting and the strata plate to prevent their 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.
  3. 4. A tensioning device as claimed in claim 3 wherein the bearing assembly includes a domed washer including an exterior surface being designed to engage a corresponding surface in the strata plate to prevent their rotational movement whilst permitting tilting of the domed washer relative to the strata plate to accommodate the angular installation of the cable or tendon. A tensioning device as claimed in claim 4 wherein the engaging means includes an axially oriented groove along an external surface of the barrel fitting, the groove being configured to engage a key in the domed washer to prevent the rotational movement whilst allowing relative longitudinal movement. 2051105351 COMS ID No: ARCS-207478 Received by IP Australia: Time 14:02 Date 2008-09-25
AU2008100948A 2006-08-14 2008-09-25 A tensioning device Expired AU2008100948B4 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU2008100948A AU2008100948B4 (en) 2006-08-14 2008-09-25 A tensioning device

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
AU2006904411 2006-08-14
PCT/AU2007/001141 WO2008019432A1 (en) 2006-08-14 2007-08-14 A tensioning device
AU2008100948A AU2008100948B4 (en) 2006-08-14 2008-09-25 A tensioning device

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
AU2007284067A Division AU2007284067B2 (en) 2006-08-14 2007-08-14 A tensioning device

Publications (2)

Publication Number Publication Date
AU2008100948A4 AU2008100948A4 (en) 2008-10-30
AU2008100948B4 true AU2008100948B4 (en) 2008-11-27

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AU2008100948A Expired AU2008100948B4 (en) 2006-08-14 2008-09-25 A tensioning device

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Publication number Publication date
AU2008100948A4 (en) 2008-10-30

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Owner name: HILTI CORPORATION

Free format text: FORMER OWNER WAS: WMC NOMINEES PTY LIMITED

MK22 Patent ceased section 143a(d), or expired - non payment of renewal fee or expiry
NA Applications received for extensions of time, section 223

Free format text: AN APPLICATION TO EXTEND THE TIME FROM 14 AUG 2009 TO 14 MAR 2010 IN WHICH TO PAY A RENEWAL FEE HASBEEN FILED .

NB Applications allowed - extensions of time section 223(2)

Free format text: THE TIME IN WHICH TO PAY A RENEWAL FEE HAS BEEN EXTENDED TO 14 MAR 2010.

MK22 Patent ceased section 143a(d), or expired - non payment of renewal fee or expiry