EP0442935B1 - Improved rock anchor and method of manufacture - Google Patents
Improved rock anchor and method of manufacture Download PDFInfo
- Publication number
- EP0442935B1 EP0442935B1 EP89912755A EP89912755A EP0442935B1 EP 0442935 B1 EP0442935 B1 EP 0442935B1 EP 89912755 A EP89912755 A EP 89912755A EP 89912755 A EP89912755 A EP 89912755A EP 0442935 B1 EP0442935 B1 EP 0442935B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- tendon
- clamp means
- clamp
- bulbous portion
- pair
- 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 - Lifetime
Links
- 239000011435 rock Substances 0.000 title claims abstract description 21
- 238000004519 manufacturing process Methods 0.000 title claims description 7
- 238000000034 method Methods 0.000 title description 5
- 210000002435 tendon Anatomy 0.000 claims abstract description 70
- 238000006073 displacement reaction Methods 0.000 claims description 20
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 239000004568 cement Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B5/00—Making ropes or cables from special materials or of particular form
- D07B5/005—Making ropes or cables from special materials or of particular form characterised by their outer shape or surface properties
-
- D—TEXTILES; PAPER
- D07—ROPES; CABLES OTHER THAN ELECTRIC
- D07B—ROPES OR CABLES IN GENERAL
- D07B7/00—Details of, or auxiliary devices incorporated in, rope- or cable-making machines; Auxiliary apparatus associated with such machines
- D07B7/16—Auxiliary apparatus
- D07B7/18—Auxiliary apparatus for spreading or untwisting ropes or cables into constituent parts for treatment or splicing purposes
- D07B7/187—Auxiliary apparatus for spreading or untwisting ropes or cables into constituent parts for treatment or splicing purposes for forming bulbs in ropes or cables
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/006—Anchoring-bolts made of cables or wires
Definitions
- the present invention relates to an apparatus for manufacturing rock anchors.
- Rock anchors are generally steel tendons inserted down bore holes in a scree. In use a portion of the tendon is grouted and a plate attached to the tendon. The tendon is then stressed so that the plate bears upon the scree thereby to stabilise the scree. Tendons typically comprise a plurality of steel strands wound together to form the tendon. To secure adequately such tendons in cement, prior art methods as disclosed in CA-A-1059351 and AU-B-42734185 have used machines respectively to unravel and wind oppositely for short lengths the strands in tendons. The purpose of unravelling the strands is to increase the surface area of the tendon in contact with the cement to embed more securely the tendon in the cement. This is a relatively time consuming procedure.
- an apparatus for manufacturing a rock anchor comprising a tendon having a plurality of strands and at least one bulbous portion in which all the strands are spaced from one another substantially around the periphery of the bulbous portion, the apparatus comprising a pair of spaced clamp means, each arranged to clamp releasably the tendon therebetween at positions spaced apart along the length thereof and being mounted in the apparatus for there to be relative longitudinal displaceability between the clamp means, and clamp displacement means for displacing one clamp means towards the other in order to form a bulbous portion in the tendon between the two clamp means, characterized in that the apparatus also includes tendon displacement means for displacing the tendon in the longitudinal direction thereof relative to the clamp means after a bulbous portion has been formed in the tendon, comprising clamp means arranged releasably to grip the tendon therebetween.
- FIG. 1 and 2 Shown in Figures 1 and 2 is a rock anchor 10 comprising a steel tendon 12.
- the tendon 12 is composed of a plurality of outer strands 14 helically wound around a centre strand 15 to form the tendon 12. As shown, there are six outer strands 14 wound around the centre strand.
- the tendon 12 has a plurality of bulbous portions 16 spaced apart from one another along the length of the tendon.
- the portions of the strands 14 and 15, in the bulbous portions 16, are spaced apart from each other around the circumference of the bulbous portions 16, as shown.
- the section line 2-2 has been taken through the fattest part of the bulbous portion 16. As seen in Figure 2, the centre strand 15 is displaced away from the centre of the tendon 12.
- Each bulbous portion 16 has a bulb diameter defined as the diameter of the smallest tube through which the rock anchor 10 will pass.
- the bulb periphery is indicated by the broken lines, marked 17 in Figure 2.
- the outer strands 14 and the centre strand 15 are all located adjacent and within the bulb periphery 17. This enables cement to contact a greater surface area of the strands 14 in use.
- the rock anchor 10 is thereby firmly embedded in the cement.
- the centre strand 15 is displaced away from its normal central position, in the bulbous portions 16. When the rock anchor 10 is stressed, the load will be taken more evenly by the strands 14 and 15 than if the centre strand 15 was in its central position. If the centre strand 15 was in its central position, more load would be taken by the centre strand 15 than the outer strands 14. This would then lower the safety factor of the rock anchor 10 which could then fail at a much lower load.
- FIG. 3 Shown in Figures 3, 4, 6 and 7 is apparatus 52 of a first embodiment of the present invention for manufacturing a rock anchor 10.
- apparatus 52 of a first embodiment of the present invention for manufacturing a rock anchor 10.
- the slidable clamp means 22 is held in a carriage 54 slidable along the frame 24.
- the hydraulic ram 28, associated with the fixed clamp means 22' is supplied with hydraulic pressure through a pipe 56.
- the ram 28, associated with the slidable clamp means 22, is supplied with hydraulic pressure through a separate pipe 58.
- a clamp displacement means such as an hydraulic ram 44 is fixed to the right hand end of the frame 24 and has a plunger 45 which bears on the slidable clamp means 22.
- the ram 44 of the displacement means has a separate pipe 60 to supply hydraulic pressure.
- the pipes 56, 58 and 60 are connected to an hydraulic timer (not shown) which co-ordinates the action of both rams 28 and the ram 44.
- the tendon 12 passes through the centre of the ram 44.
- a straight pipe 61 is disposed to the left of the fixed clamp 22 and is arranged to receive the rock anchor 10.
- the pipe 61 has a diameter at least that of the bulb diameter.
- each plate 30 and 32 has a recess 62.
- the plates 30 and 32 have a centralising pin 64 located below the recesses 62 and extending between the plates 30 and 32.
- the pin 64 serves to support the tendon 12 and to guide the plates 30 and 32 toward one another so that the tendon 12 is clamped within the recesses 62.
- the plate 30 contains a recess (not shown) which receives the pin 64 when the plates 30 and 32 are moved together by the ram 28.
- a tendon 12 is first fed through the ram 44, between the plates 30 and 32, of the clamp means 22 and 22', and into the pipe 61.
- the hydraulic timer operates and activates the ram 28 of the fixed clamping means 22'.
- the ram 28 of the slidable clamp means 22, is then activated to clamp the tendon 12 between the plates 30 and 32.
- the ram 44 is then reactivated. This causes the plunger 45 to bear upon the plates 30 and 32, of the slidable clamp means 22, and displace the slidable clamp means 22 towards the fixed clamp means 22'. Such relative displacement causes the bulbous portions 16 to be formed in the tendon 12 between the clamp means 22 and 22'.
- the ram 28 of the slidable clamp means 22 and the ram 44 are then deactivated to release the tendon 12.
- the ram 44 then withdraws the plunger 45 away from the fixed clamp means 22'. This moves the carriage 54 with the slidable clamp means 22, to the right, away from the fixed clamp means 22'.
- the ram 28, of the slidable clamp means 22 is then activated to clamp the tendon 12 by means of the plates 30 and 32.
- the ram 28 of the fixed clamp means 22' is then deactivated to release the tendon 12.
- the ram 44 is then activated, the plunger 45 extends and moves the carriage 54 and slidable clamp means 22 towards the fixed clamp means 22'.
- the slidable clamp means 22 and the ram 44 function as a tendon displacement means to move the tendon 12.
- This also moves the rock anchor 10 to the left and into the straight pipe 61.
- the pipe 61 generally straightens out any bends that may have occurred when the bulbous portion 16 was formed.
- the ram 44 is then deactivated to prevent any further movement of the tendon 12.
- the ram 28 of the fixed clamping means 22' is then activated and the process is repeated as many times as is required.
- FIG. 5 and 8 Shown in Figures 5 and 8 is an apparatus 66 of a second embodiment for manufacturing a rock anchor 10.
- This apparatus 66 is a modification of the apparatus 52 of Figures 3, 4, 6 and 7.
- Like numerals denote like parts.
- the apparatus 66 additionally comprises a separate tendon displacement means 68 to the right of the slidable clamp means 22 in Figure 5.
- the tendon displacement means 68 comprises a slidable clamp means 70 carried by a carriage 72 slidable along the frame 24.
- the clamp means 70 comprises an hydraulic ram 74 supplied with hydraulic pressure by a pipe 76.
- the ram 74 has a plate 78 attached thereto to bear on and thereby clamp the tendon 12 against an opposed plate 80.
- Each plate 78 and 80 has a recess 82, in a similar manner to the machine 52 of Figures 3, 4, 6 and 7.
- the plates 78 and 80 have a centralising pin 84 located below the half recesses 82, in a similar manner to the machine 52 of Figures 3, 4, 6 and 7.
- the tendon displacement means 68 further comprises a clamp displacement means in the form of an hydraulic ram 86 supplied with hydraulic pressure through a pipe 88.
- the ram 86 has a plunger 90 which bears on the carriage 72 and is arranged to displace the sliding clamp means 70 to the left, as shown in Figure 5.
- the tendon displacement means 68 is an element supplementary to those comprised by the tendon displacement means of the apparatus 52.
- the pipes 58 and 60 are connected to a common manifold 92 supplied with hydraulic pressure by a pipe 94.
- a pipe 94 supplied with hydraulic pressure by a pipe 94.
- a tendon 12 is first fed through between the plates 78 and 80, through the ram 44, between the plates 30 and 32, of the clamp means 22 and 22' and into the pipe 61.
- An hydraulic timer operates and simultaneously activates both of the rams 28 so that the clamps 22 and 22' securely hold the tendon 12.
- the ram 74 is deactivated to allow the tendon 12 to slide between the plates 78 and 80. Further, at this stage, the clamp means 22 and 22' are a first predetermined distance apart. The ram 44 is then activated to move the carriage 54 to the left, towards the fixed clamp means 22'. This relative displacement disrupts the tendon 12 and forms a bulbous portion 16. When the distance between the clamp means 22 and 22' reaches a second predetermined distance both rams 28 and the ram 44 are deactivated.
- Ram 74 is then activated so that the tendon 12 is securely held in the slidable clamp means 70 by the plates 78 and 80.
- the ram 86 is then activated and the plunger 90 moves the carriage 72 to the left, towards the fixed clamp means 22'. This also moves the rock anchor 10 to the left and into the straight pipe 61.
- the tendon displacement means may alternately comprise an electronic motor driving wheel.
- An idler wheel would bear upon the driven wheel and the tendon would pass between the idler and the driven wheels.
- a timer would activate an electric motor to rotate the driven wheel and thereby move the tendon.
- the ram 44 may have an adjustment means in the form of a threaded column to vary the position of the ram 44 along the frame.
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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)
- Dowels (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
- The present invention relates to an apparatus for manufacturing rock anchors.
- Rock anchors are generally steel tendons inserted down bore holes in a scree. In use a portion of the tendon is grouted and a plate attached to the tendon. The tendon is then stressed so that the plate bears upon the scree thereby to stabilise the scree. Tendons typically comprise a plurality of steel strands wound together to form the tendon. To secure adequately such tendons in cement, prior art methods as disclosed in CA-A-1059351 and AU-B-42734185 have used machines respectively to unravel and wind oppositely for short lengths the strands in tendons. The purpose of unravelling the strands is to increase the surface area of the tendon in contact with the cement to embed more securely the tendon in the cement. This is a relatively time consuming procedure.
- In contrast, in accordance with the present invention, there is provided an apparatus for manufacturing a rock anchor, comprising a tendon having a plurality of strands and at least one bulbous portion in which all the strands are spaced from one another substantially around the periphery of the bulbous portion, the apparatus comprising a pair of spaced clamp means, each arranged to clamp releasably the tendon therebetween at positions spaced apart along the length thereof and being mounted in the apparatus for there to be relative longitudinal displaceability between the clamp means, and clamp displacement means for displacing one clamp means towards the other in order to form a bulbous portion in the tendon between the two clamp means, characterized in that the apparatus also includes tendon displacement means for displacing the tendon in the longitudinal direction thereof relative to the clamp means after a bulbous portion has been formed in the tendon, comprising clamp means arranged releasably to grip the tendon therebetween.
- The present invention will now be described, by way of example, with reference to the accompanying drawings, in which:
- Figure 1 is a view of a rock anchor;
- Figure 2 is a perspective view of a section taken along the line 2-2 of Figure 1;
- Figure 3 is a plan view of apparatus embodying the present invention for manufacturing a rock anchor ;
- Figure 4 is a further plan view of the apparatus of Figure 4;
- Figure 5 is a plan view of a second apparatus embodying the present invention;
- Figure 6 is a transverse sectional view along lines 7-7 of Figures 3 to 5;
- Figure 7 is a transverse sectional view along lines 8-8 of Figures 3 to 5; and
- Figure 8 is a transverse sectional view along line 9-9 of Figure 5.
- Shown in Figures 1 and 2 is a
rock anchor 10 comprising asteel tendon 12. Thetendon 12 is composed of a plurality ofouter strands 14 helically wound around acentre strand 15 to form thetendon 12. As shown, there are sixouter strands 14 wound around the centre strand. Thetendon 12 has a plurality ofbulbous portions 16 spaced apart from one another along the length of the tendon. The portions of the 14 and 15, in thestrands bulbous portions 16, are spaced apart from each other around the circumference of thebulbous portions 16, as shown. The section line 2-2 has been taken through the fattest part of thebulbous portion 16. As seen in Figure 2, thecentre strand 15 is displaced away from the centre of thetendon 12. Eachbulbous portion 16 has a bulb diameter defined as the diameter of the smallest tube through which therock anchor 10 will pass. The bulb periphery is indicated by the broken lines, marked 17 in Figure 2. Theouter strands 14 and thecentre strand 15 are all located adjacent and within the bulb periphery 17. This enables cement to contact a greater surface area of thestrands 14 in use. Therock anchor 10 is thereby firmly embedded in the cement. Furthermore, thecentre strand 15 is displaced away from its normal central position, in thebulbous portions 16. When therock anchor 10 is stressed, the load will be taken more evenly by the 14 and 15 than if thestrands centre strand 15 was in its central position. If thecentre strand 15 was in its central position, more load would be taken by thecentre strand 15 than theouter strands 14. This would then lower the safety factor of therock anchor 10 which could then fail at a much lower load. - Shown in Figures 3, 4, 6 and 7 is
apparatus 52 of a first embodiment of the present invention for manufacturing arock anchor 10. There is provided one fixed 22' and one slidable clamp means 22, each having opposed 30, 32 to bear on theplates tendon 12 therebetween and each provided with ahydraulic ram 28 mounted in aframe 24. The slidable clamp means 22 is held in acarriage 54 slidable along theframe 24. Thehydraulic ram 28, associated with the fixed clamp means 22', is supplied with hydraulic pressure through apipe 56. Theram 28, associated with the slidable clamp means 22, is supplied with hydraulic pressure through aseparate pipe 58. A clamp displacement means such as anhydraulic ram 44 is fixed to the right hand end of theframe 24 and has aplunger 45 which bears on the slidable clamp means 22. Similarly, theram 44 of the displacement means, has aseparate pipe 60 to supply hydraulic pressure. The 56, 58 and 60 are connected to an hydraulic timer (not shown) which co-ordinates the action of bothpipes rams 28 and theram 44. As shown, thetendon 12 passes through the centre of theram 44. Astraight pipe 61 is disposed to the left of the fixedclamp 22 and is arranged to receive therock anchor 10. Thepipe 61 has a diameter at least that of the bulb diameter. - As seen in Figures 6 and 7, each
30 and 32 has aplate recess 62. The 30 and 32 have a centralisingplates pin 64 located below therecesses 62 and extending between the 30 and 32. Theplates pin 64 serves to support thetendon 12 and to guide the 30 and 32 toward one another so that theplates tendon 12 is clamped within therecesses 62. Thus, theplate 30 contains a recess (not shown) which receives thepin 64 when the 30 and 32 are moved together by theplates ram 28. In use, atendon 12 is first fed through theram 44, between the 30 and 32, of the clamp means 22 and 22', and into theplates pipe 61. The hydraulic timer operates and activates theram 28 of the fixed clamping means 22'. This results in the clamping means 22' securely holding thetendon 12 by means of the 30 and 32. At this point, theplates ram 28 of the slidable clamp means 22, is deactivated to allow thetendon 12 to slide between its 30 and 32. Theplates ram 44 is then activated and causes theplunger 45 to move to the left, toward the fixed clamp means 22'. This moves thecarriage 54, with the slidable clamp means 22, to the left, toward the fixed clamp means 22'. When the distance between the clamp means 22 and 22' reaches the first predetermined length, in which there is an uninterrupted length oftendon 12 necessary to form abulbous portion 16 therebetween, theram 44 is deactivated. - The
ram 28 of the slidable clamp means 22, is then activated to clamp thetendon 12 between the 30 and 32.plates - The
ram 44 is then reactivated. This causes theplunger 45 to bear upon the 30 and 32, of the slidable clamp means 22, and displace the slidable clamp means 22 towards the fixed clamp means 22'. Such relative displacement causes theplates bulbous portions 16 to be formed in thetendon 12 between the clamp means 22 and 22'. - When the distance between the clamp means 22 and 22' reaches a second predetermined distance, in which the desired
bulbous portion 16 reaches its correct proportions, theram 28 of the slidable clamp means 22 and theram 44 are then deactivated to release thetendon 12. Theram 44 then withdraws theplunger 45 away from the fixed clamp means 22'. This moves thecarriage 54 with the slidable clamp means 22, to the right, away from the fixed clamp means 22'. - The
ram 28, of the slidable clamp means 22 is then activated to clamp thetendon 12 by means of the 30 and 32. Theplates ram 28 of the fixed clamp means 22' is then deactivated to release thetendon 12. - The
ram 44 is then activated, theplunger 45 extends and moves thecarriage 54 and slidable clamp means 22 towards the fixed clamp means 22'. Thus, in this condition, the slidable clamp means 22 and theram 44 function as a tendon displacement means to move thetendon 12. This also moves therock anchor 10 to the left and into thestraight pipe 61. Thepipe 61 generally straightens out any bends that may have occurred when thebulbous portion 16 was formed. When therock anchor 10 has been moved a distance equal to the spacing between adjacentbulbous portions 16, theram 44 is then deactivated to prevent any further movement of thetendon 12. - The
ram 28 of the fixed clamping means 22' is then activated and the process is repeated as many times as is required. - Shown in Figures 5 and 8 is an
apparatus 66 of a second embodiment for manufacturing arock anchor 10. Thisapparatus 66 is a modification of theapparatus 52 of Figures 3, 4, 6 and 7. Like numerals denote like parts. Theapparatus 66 additionally comprises a separate tendon displacement means 68 to the right of the slidable clamp means 22 in Figure 5. The tendon displacement means 68 comprises a slidable clamp means 70 carried by acarriage 72 slidable along theframe 24. The clamp means 70 comprises anhydraulic ram 74 supplied with hydraulic pressure by apipe 76. Theram 74 has aplate 78 attached thereto to bear on and thereby clamp thetendon 12 against anopposed plate 80. Each 78 and 80 has aplate recess 82, in a similar manner to themachine 52 of Figures 3, 4, 6 and 7. The 78 and 80 have a centralisingplates pin 84 located below the half recesses 82, in a similar manner to themachine 52 of Figures 3, 4, 6 and 7. The tendon displacement means 68 further comprises a clamp displacement means in the form of anhydraulic ram 86 supplied with hydraulic pressure through apipe 88. Theram 86 has aplunger 90 which bears on thecarriage 72 and is arranged to displace the sliding clamp means 70 to the left, as shown in Figure 5. - As is apparent, the tendon displacement means 68 is an element supplementary to those comprised by the tendon displacement means of the
apparatus 52. - The
58 and 60 are connected to apipes common manifold 92 supplied with hydraulic pressure by apipe 94. Thus, the fixed clamp means 22' and the slidable clamp means 22 are activated simultaneously. - In use, a
tendon 12 is first fed through between the 78 and 80, through theplates ram 44, between the 30 and 32, of the clamp means 22 and 22' and into theplates pipe 61. An hydraulic timer operates and simultaneously activates both of therams 28 so that theclamps 22 and 22' securely hold thetendon 12. - At this point, the
ram 74 is deactivated to allow thetendon 12 to slide between the 78 and 80. Further, at this stage, the clamp means 22 and 22' are a first predetermined distance apart. Theplates ram 44 is then activated to move thecarriage 54 to the left, towards the fixed clamp means 22'. This relative displacement disrupts thetendon 12 and forms abulbous portion 16. When the distance between the clamp means 22 and 22' reaches a second predetermined distance bothrams 28 and theram 44 are deactivated. -
Ram 74 is then activated so that thetendon 12 is securely held in the slidable clamp means 70 by the 78 and 80. Theplates ram 86 is then activated and theplunger 90 moves thecarriage 72 to the left, towards the fixed clamp means 22'. This also moves therock anchor 10 to the left and into thestraight pipe 61. - When the
rock anchor 10 has been moved a distance equal to the spacings between adjacentbulbous portions 16, the 74 and 86 are deactivated. Both rams 28 are then simultaneously activated and the process is repeated as many times as desired.rams - It is envisaged that the tendon displacement means may alternately comprise an electronic motor driving wheel. An idler wheel would bear upon the driven wheel and the tendon would pass between the idler and the driven wheels. A timer would activate an electric motor to rotate the driven wheel and thereby move the tendon. There may also be a number of each of the
52 and 66 operating simultaneously together in parallel. Further, themachines ram 44 may have an adjustment means in the form of a threaded column to vary the position of theram 44 along the frame.
Claims (11)
- An apparatus (52, 66) for manufacturing a rock anchor (10), comprising a tendon (12) having a plurality of strands (14, 15) and at least one bulbous portion (16) in which all the strands are spaced from one another substantially around the periphery of the bulbous portion, the apparatus (52, 66) comprising a pair of spaced clamp means (22, 22'), each arranged to clamp releasably the tendon therein at positions spaced apart along the length thereof and being mounted in the apparatus for there to be relative longitudinal displaceability between the clamp means (22, 22'), and clamp displacement means (44) for displacing one clamp means towards the other in order to form a bulbous portion (16) in the tendon (12) between the two clamp means, characterised in that the apparatus also includes tendon displacement means (44, 68) for displacing the tendon (12) in the longitudinal direction thereof relative to the clamp means after a bulbous portion (16) has been formed in the tendon, comprising clamp means (22; 70) arranged releasably to grip the tendon (12) therebetween.
- An apparatus (52, 66) according to claim 1, characterised in that the clamp means (22) of the tendon displacement means (44) is one clamp means (22) of the said pair of clamp means (22, 22').
- An apparatus (66) according to claim 1. characterised in that the clamp means of the tendon displacement means (68) is a clamp means (70) additional to said pair of spaced clamp means (22, 22') and arranged to grip the tendon (12) therein when both of said pair of spaced clamp means (22, 22') is not acting on the tendon.
- An apparatus (52, 66) according to claim 1, 2 or 3, characterised in that only one clamp means (22) of the said pair of clamp means (22, 22') is displaceable in said longitudinal direction.
- An apparatus (52, 66) according to any one preceding claim, characterised in that the clamp means (22, 70) of the tendon displacement means (44) is displaceable by hydraulic ram means (44, 86).
- An apparatus (52, 66) according to claim 2, 3 4 or 5, characterised in that the displaceable clamp means (22) is carried in a carriage (54) slidable along a frame (24) of the apparatus.
- An apparatus (52, 66) according to any one preceding claim, characterised in that each clamp means has a pair of opposed plates (30, 32; 78, 80) and hydraulic ram means (28; 74) bearing on one said plate (30; 78) to bring it into opposition against the other said plate (32; 80).
- An apparatus (52, 66) according to any one of claims 1 to 7, characterised in that each clamp means (22, 22'; 70) has a plate (30, 32; 78, 80) with a recess (62; 82) arranged to receive the tendon (12) therebetween.
- An apparatus (52, 66) according to claim 8, characterised in that a centralising pin (64; 84) is associated with the plates (30, 32; 78, 80) of the clamp means (22, 22'; 70) to support the tendon (12) and to guide recess (62; 82) of the plates (30, 32; 78, 80) towards one another.
- An apparatus (52, 66) according to any one of claims 1 to 9, characterised in that the clamp displacement means is operable to space said pair of clamp means (22, 22') by a first predetermined distance prior to forming the bulbous portion (16) and by a second predetermined distance after forming the bulbous portion (16).
- An apparatus (52, 66) according to any one of claims 1 to 10, characterised in that a substantially straight pipe (61) is provided to receive and substantially to straighten the rock anchor (10) as it emerges from the clamp means (22, 22') after formation of the bulbous portion (16).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AUPJ141688 | 1988-11-14 | ||
| AU1416/88 | 1988-11-14 | ||
| PCT/AU1989/000486 WO1990005811A1 (en) | 1988-11-14 | 1989-11-14 | Improved rock anchor and method of manufacture |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP0442935A1 EP0442935A1 (en) | 1991-08-28 |
| EP0442935A4 EP0442935A4 (en) | 1992-06-03 |
| EP0442935B1 true EP0442935B1 (en) | 1995-09-06 |
Family
ID=3773499
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP89912755A Expired - Lifetime EP0442935B1 (en) | 1988-11-14 | 1989-11-14 | Improved rock anchor and method of manufacture |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP0442935B1 (en) |
| AT (1) | ATE127550T1 (en) |
| CA (1) | CA2002806C (en) |
| DE (1) | DE68924171T2 (en) |
| WO (1) | WO1990005811A1 (en) |
| ZA (1) | ZA898640B (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1993003256A1 (en) * | 1991-07-26 | 1993-02-18 | J.J.P. Geotechnical Engineering Pty. Ltd. | A cable bolt |
| DE4203740C2 (en) * | 1992-02-09 | 1996-07-11 | Dyckerhoff & Widmann Ag | Method for producing an anchor element from a strand made of twisted steel wires |
| FR2726585A1 (en) * | 1994-11-09 | 1996-05-10 | Fortin Jean | Shrouding for a cable |
| AU2005200714B2 (en) | 2005-02-17 | 2011-10-27 | Fci Holdings Delaware, Inc. | Cable bulbing apparatus and method for forming bulbs in a cable bolt |
| KR101043127B1 (en) * | 2008-02-22 | 2011-06-20 | (주) 케이씨지 | Ground reinforcement method and ground reinforcement device using PC strand |
| WO2011047416A1 (en) * | 2009-10-23 | 2011-04-28 | Garford Pty Ltd | Cable bolt |
| CN111842722B (en) * | 2020-08-30 | 2024-08-27 | 尤加东 | Steel strand pier head |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1024696A (en) * | 1962-10-26 | 1966-03-30 | Cementation Co Ltd | Improvements relating to subterranean anchorages |
| GB975642A (en) * | 1962-11-12 | 1964-11-18 | Cementation Co Ltd | Improvements relating to subterranean anchorages |
| US3727298A (en) * | 1971-06-10 | 1973-04-17 | North American Rockwell | Friction welding method |
| FR2378123A1 (en) * | 1977-01-24 | 1978-08-18 | Bouvet Ets H | Mfr. of metal handle from rods - by twisting, compressing and untwisting the rods |
| FR2385485A1 (en) * | 1977-03-30 | 1978-10-27 | Petroles Cie Francaise | PIPE JOINING MACHINE FOR LAYING IN WATER OF ALL DEPTHS |
| CA1059351A (en) * | 1977-11-01 | 1979-07-31 | Paul J. Villgren | Cable bolt |
| CH632948A5 (en) * | 1978-11-10 | 1982-11-15 | Schlatter Ag | DEVICE FOR WELDING TWO PROFILE RODS TOGETHER. |
| AU7976382A (en) * | 1981-01-27 | 1982-08-05 | Barry Garfield Frederick | Pipe joining apparatus |
| US4492015A (en) * | 1982-06-24 | 1985-01-08 | Dearman Timothy Charles | Apparatus for use in welding |
| US4722468A (en) * | 1982-07-20 | 1988-02-02 | Mcclure Gary W | Boiler pipe tool for heliarc welding with tongue and groove interlock |
| GB8321550D0 (en) * | 1983-08-10 | 1983-09-14 | Dividag Systems Ltd | Anchor |
| FR2571996B1 (en) * | 1984-10-22 | 1986-12-26 | Alsthom Atlantique | EXTERNAL DEVICE FOR JOINING TWO TUBULAR ELEMENTS FOR THEIR WELDING ASSEMBLY |
| US4750662A (en) * | 1987-02-10 | 1988-06-14 | Larry And Associates | Pipe welding alignment tool |
-
1989
- 1989-11-10 CA CA002002806A patent/CA2002806C/en not_active Expired - Lifetime
- 1989-11-13 ZA ZA898640A patent/ZA898640B/en unknown
- 1989-11-14 AT AT89912755T patent/ATE127550T1/en not_active IP Right Cessation
- 1989-11-14 DE DE68924171T patent/DE68924171T2/en not_active Expired - Fee Related
- 1989-11-14 EP EP89912755A patent/EP0442935B1/en not_active Expired - Lifetime
- 1989-11-14 WO PCT/AU1989/000486 patent/WO1990005811A1/en not_active Ceased
Also Published As
| Publication number | Publication date |
|---|---|
| DE68924171D1 (en) | 1995-10-12 |
| EP0442935A4 (en) | 1992-06-03 |
| ATE127550T1 (en) | 1995-09-15 |
| EP0442935A1 (en) | 1991-08-28 |
| WO1990005811A1 (en) | 1990-05-31 |
| CA2002806F (en) | 1990-05-14 |
| CA2002806A1 (en) | 1990-05-14 |
| DE68924171T2 (en) | 1996-02-22 |
| CA2002806C (en) | 1995-08-08 |
| ZA898640B (en) | 1990-09-26 |
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