OA17855A - Rock anchoring system and method. - Google Patents

Abstract

This invention discloses an underground rock anchoring system comprising a rock bolt having a bolt shaft operatively locatable in an elongate rectilinear hole drilled into a hanging wall such that an end portion of the bolt shaft protrudes from the hole, the bolt shaft having a side wall defining a hollow internal chamber extending along at least part of the length of the bolt shaft, a bearing plate adapted to be fitted over the protruding end portion of the bolt shaft for bearing against a rock surface of the hanging wall; and fastening means for pulling the bearing plate taut against the rock surface of the hanging wall. The invention also extends to a rock anchoring method in which such system is used.

Description

An ore body, which is of a payable grade sufficient to support an underground mining operation, can be accessed via shafts or inclines. To further facilitate access to the ore body horizontal excavations called levels are excavated horizontally off the shafts or inclines, whereas stopes are 15 excavated generally perpendicular to the levels.

Mining operational safety requires that when a workman is underground, i.e. standing in the stopes or on various levels with a footwall under his feet and with the hanging wall hanging above him, proper measures need to be in place to maintain the stability of the excavated areas 20 and to prevent ground from collapsing onto the workman. In the past, a variety of methods and devices hâve been derived in an attempt to address this need, one of which is an anchor boit or so-called ‘rock boit’ forming part of a rock anchoring system. A rock anchoring system transfers load from the unstable exterior of the hanging wall to the confined, and more stable, interior of the rock mass surrounding the hanging wall. Rock bolts are thus not only used extensively for 25 slope or level stabilization, but also provide tie back and tie down positions.

It is known that a rock anchoring system can be secured in the interior of the rock mass with a mechanical means and/or epoxy means of establishing a set. As such, holes are drilled into the hanging wall so as to accommodate boit shafts of the rock bolts. When an epoxy resin is used, 30 the resin grout develops a bond superior to that developed by, for example, a cernent grout.

Fast setting of the resin grout is then necessary to allow transfer of load to the rock formation within minutes after installing the boit shaft into the drilled hole with epoxy resin grout therein.

Ubiquitous rock anchoring Systems typically include a rock boit having a boit shaft, of which a screw threaded portion projects from a rock surface of the hanging wall when a major portion of the shaft is set within the drilled hole; a bearing plate/washer which is fitted over the boit shaft; and a nut which is screw threaded onto the screw threaded portion of the bolt/shaft. The nut bears against the bearing plate which, in turn, bears against the rock surface of the hanging wall.

In some instances the holes drilled into the hanging wall are up to three meters long. Accordingly, boit shafts of three meters and longer are required to fit into, and protrude from, these holes. The boit shafts are further manufactured from solid métal or métal alloys and, thus, hâve a considérable weight which hampers the ability of a workman to move or carry the rock bolts around in the levels or stopes.

A further problem with existing rock anchoring Systems is that they tend to loosen from their set positions in the hanging wall, especially when rock blasting operations occur nearby.

As such, it would be advantageous to introduce a rock anchoring system having features permitting it to be easily handled by workmen and the like in an underground environment. It would also be advantageous to introduce a rock anchoring system having features which improve the traction of a boit shaft of such a system in the rock mass surrounding the hanging wall or the traction of the boit shaft in the epoxy means.

SUMMARY OF THE INVENTION

In accordance with this invention there is provided an underground rock anchoring system comprising a rock boit having a boit shaft operatively locatable in an elongate rectilinear hole drilled into a hanging wall such that an end portion of the boit shaft protrudes from the hole, the boit shaft having a side wall defining a hollow internai chamber extending along at least part of the length of the boit shaft, a bearing plate adapted to be fitted over the protruding end portion of the boit shaft for bearing against a rock surface of the hanging wall; and fastening means for pulling the bearing plate taut against the rock surface of the hanging wall.

In an embodiment of the invention, the side wall comprises at least one surface irregularity provided on an external surface thereof to improve traction between the side wall and resin grout operatively positioned in the hole.

The at least one surface irregularity may be of unitary construction and integrally formed with the side wall such as, for example, an elongate groove formed in and extending helically around the side wall as its extends along the length of the side wall. The surface irregularity may alternatively be formed by swaging or twisting of the side wall.

Alternatively or additionally, the at least one surface irregularity may be shaped by protubérance forming means applied onto a smooth external surface of the side wall. The protubérance forming means may be a separate elongate strip of plate métal helically applied onto the external surface. Alternatively, the protubérance forming means comprises a plurality of knobs applied onto the external surface in an equidistantly spaced apart arrangement.

It will be appreciated that the side wall typically comprises métal tubing.

The boit shaft may further comprise a proximal end and a distal end, the proximal end defining a chamfered edge terminating in a pointed tip for piercing a resin grout pack operatively located in the hole in the hanging wall.

The distal end may also comprise connection means opérable to be connected to coupling means of a substantially hollow boit shaft extension piece so as to operatively connect a proximal end of the extension piece to the distal end of the boit shaft thereby to extend the length of the boit shaft.

The rock anchoring system further includes fastening means in the form of a tautening member opérable to, in use, matingly engage and be friction fitted to either a footwall facing end of the extension piece or to the connection means.

The tautening member may comprise a cap screw having a threaded male portion for screwing into a complementary threaded female portion of either a footwall facing end of the extension piece or into to the connection means. Alternatively, the tautening member comprises a nut having a threaded female portion for screwing into a complementary threaded male portion of either a footwall facing end of the extension piece or into the connection means.

The fastening means may further comprise a torque indicating member which visually disintegrates when a suitable amount of torque is applied to the boit shaft as a resuit of fastening of the fastening means against the bearing plate. In such a case, the torque indicating member is typically in the form of a washer, which, in use, is slipped over the threaded male portion of the cap screw before being pressed between a footwall facing surface of the bearing plate and a head portion of the cap screw.

Alternatively, the torque indicating member is in the form of a shearing pin, located within the boit shaft or boit shaft extension piece, which breaks when a suitable amount of torque is applied to the boit shaft or boit shaft extension piece as a resuit of fastening of the fastening means against the bearing plate.

Moreover, the invention provides for the boit shaft and boit shaft extension piece to hâve end caps for closing off entry to the hollow internai chamber.

The invention also extends to a method of transferring load from the unstable exterior of a hanging wall in an underground environment to the confined, and more stable, interior of the rock mass surrounding the hanging wall comprising:

locating a resin grout containing pack in an elongate hole drilled in the hanging wall;

utilizing a rotatable apparatus to position a substantially hollow boit shaft of a rock anchoring system as described herein, which boit shaft comprises a pointed end, in the hole;

forcing the pointed end to puncture the resin grout containing pack;

rotating the boit shaft to mix the resin grout until it sets between an interior wall of the drilled hole and surface irregularities formed on the exterior surface of the boit shaft;

connecting to the boit shaft, a substantially hollow boit shaft extension piece;

positioning a bearing plate over the extension piece; and fastening a fastening means comprising a torque indicating member to the extension piece and against the bearing plate, the torque indicating member being configured to either visually disintegrate or break when a suitable amount of torque is applied to the boit shaft as a resuit of fastening of the fastening means.

BRIEF DESCRIPTION OF THE DRAWINGS

Embodiments of the invention are now described, by way of example, with reference to the accompanying non-limiting diagrammatic drawings. In the drawings:

Figure 1 shows a three-dimensional exploded view of an underground rock anchoring system in accordance with one embodiment of the présent invention;

Figure 2 shows a sectional side view of a rock boit of the system of Figure 1 set in a drilled hole in a hanging wall;

Figure 3 shows a three-dimensional exploded view of an underground rock anchoring system in accordance with a further embodiment of the présent invention;

Figure 4 shows a sectional side view of a rock boit of the system of Figure 3 set in a drilled hole in a hanging wall; and

Figure 5 shows a sectional side view illustrating a rock anchoring method in accordance with a further embodiment of the présent invention.

DETAILED DESCRIPTION OF THE DRAWINGS

This description is presented in the cause of providing what is believed to be the most useful and readily understood description of the principles and conceptual aspects of the invention. In this regard, no attempt is made to show structural details of the invention in more detail than is necessary for a fundamental understanding of the invention, the description taken with the drawings making apparent to those skilled in the art how at least some of the several forms of the invention may be embodied in practice.

Referring to Figures 1 and 2, reference numéral 10 generally indicates a rock anchoring system in accordance with the présent invention. Rock anchoring system 10 includes a rock boit 11 being a long anchor boit which is used for stabilizing rock excavations in an underground environment such as, for example, a mining environment.

Referring to Figure 2, rock boit 11 is positionable in an elongate rectilinear drilled hole 2 provided in a hanging wall 4 of a rock excavation. After suitable positioning of rock boit 11, an epoxy resin grout (not shown) is utilised to assist in setting rock boit 11 in hole 2. Thus, rock boit 11 and, consequently, rock anchoring system 10 are secured in a location proximate the confmed, and much stronger, interior 6 of the rock mass surrounding an outer rock surface 8 of the hanging wall 4.

As depicted in Figure 1, rock anchoring system 10 consists of an elongate boit shaft 12 which is substantially hollow and operatively locatable in hole 2. System 10 also includes a substantially planar bearing plate 14 having a square outline and being adapted to be fitted over boit shaft 12 by passing boit shaft 12 through aperture 17. In use, the bearing plate 14 bears against the outer rock surface 8 as shown in Figure 2. System 10 further includes fastening means 16 for pulling the bearing plate 14 taut against the rock surface 8 of the hanging wall 4.

As shown, boit shaft 12 is typically, but not necessarily in tubular form, of any suitable length, and preferably manufactured from a métal such as mild steel or from a métal alloy. A side wall 18 of boit shaft 12 has an extemal diameter of about 32mm and defines an external surface 20 which is provided with a surface irregularity 22.1. The surface irregularity 22.1 is specifically provided to improve traction between the shafit’s side wall 18 and the resin grout in hole 2.

Figure 1 shows surface irregularity 22.1 in the form of a separate elongate strip of plate métal, flexible enough to allow same to be helically applied or wound onto the external surface 20 of wall 18. Areas of extemal surface 20, referred to as troughs 26, remain visible as the strip of plate métal 22.1 is wound and secured lengthwise around shaft 12. On the other hand, areas where the strip of plate métal 22.1 is wound around the wall 18 so as to cover parts of the external surface 20 can be seen as ridges compared to the troughs 26. As such, the strip of plate métal 22.1 functions as a protubérance forming means or ridge forming means when it is applied onto external surface 20. It is envisaged that the strip of plate métal 22.1 may be welded or friction welded onto side wall 18.

Although not shown in the drawings, it will be appreciated that any number of surface irregularities may be provided on external surface 20. It will further be appreciated that in another embodiment of the invention the surface irregularity, or irregularities, may be integrally formed with the side wall 18. For example, it is envisaged that a surface irregularity may be formed by means of a longitudinally extending helical groove provided by, for example, swaging or twisting of the shaft’s side wall 18 so as to defme ridges interspaced between grooved areas. Typically, a number of grooves will be provided for the side wall, ail equidistantly spaced apart along the length of the shaft.

Referring to Figures 3 and 4, which depict a rock anchoring system 100 in accordance with a further embodiment of the présent invention, surface irregularities 22.2 in the form of etched channels are provided on the external surface 220. Not only is the external surface 220 provided with etched channels 22.2, but also with protubérance forming means or surface irregularities in the form of a plurality of equidistantly spaced apart knobs or nipples 22.3, which are typically welded onto the surface 220. These surface irregularities 22.1, 22.2 and 22.3 hâve proven to bring about a more secure hold of the boit shaft 12, 112 in the hole 2.

As shown in Figures 1 and 2 and in Figures 3 and 4 respectively, each boit shaft 12, 112 has a proximal end 13, 113 and a distal end 15,115.

In Figures 3 and 4, the proximal end 113 is shown to include a pointed tip 160 for piercing a resin grout pack 162 operatively located in the hole 2 in the hanging wall. The tip 160 forms a terminating point of a tapered or chamfered edge 164.

Further, as shown in Figures 1 and 2 and in Figures 3 and 4 respectively, the distal end 15, 115 of each boit shaft 12, 112 includes connection means 28, 128 opérable to be connected to coupling means 32,132 of a substantially hollow boit shaft extension piece 30, 130. As shown, the coupling means 32,132 is located at a proximal end 19, 119 of the extension piece 30,130. The coupling means 32,132 is in the form of respective screw threaded male and female member adapted to matingly screw into the connection means 28,128 in the form of respective screw threaded complementary shaped male and female portions so as to operatively connect the proximal end 19, 119 of the extension piece 30,130 to the distal end 15, 115 of the boit shaft 12, 112 thereby to extend the effective length of the boit shaft 12,112.

It is also envisaged that in other embodiments of the invention, such as where the drilled hole length is less than lm the boit shaft 12,112 without the extension piece 30,130 may be used in system 10, 100. In most other cases the drilled hole length would détermine whether one or more extensions 30,130 are required to be coupled to boit shaft 12, 112 and fïtted to the hole 2. The boit shaft 12,112 and extensions 30, 130 are usually of similar length, but their lengths may differ. It is envisaged that boit shaft 12,112 and extension 30, 130 length may range between about 0.4m to about 1.8m. The connectability of boit shaft 12, 112 to one or more extensions 30,130 is particularly useful in circumstances where the hanging wall 8 is spaced relatively close to a footwall, such as, for example 1.5m apart and where relatively deep holes 2 are drilled into the interior 6 of the hanging wall. In such circumstances, ubiquitous rock bolts cannot be used as they only permit limited manoeuvrability.

Further, Figures 1 and 3 respectively display fastening means 16,116 having a tautening member 40,140 opérable to, in use, matingly engage and be friction fïtted to a footwall facing end 21, 121 ofthe extension piece 30,130.

In the embodiment shown in Figure 1, the tautening member 40 is a cap screw having a threaded male portion 44 for screwing into a complementary threaded portion 48 of a female member 46, which female member is intemally secured and located in the hollow internai chamber 35 defined by the side wall 18 proximate the footwall facing end 21.

In the embodiment shown in Figure 3, the tautening member 140 is a nut having a threaded female portion 141 for screwing into a complementary threaded male portion or stud of a footwall facing end 121 of the extension piece 130. On the other hand, if the drilled hole length dictâtes that no extension piece 130 is required, the tautening member 140 is used to directly matingly engage and be friction fïtted to the connection means 128.

The fastening means 16,116 further includes a torque indicating member 50, 150.

In Figure 1, the torque indicating member 50 is in the form of a washer which visually disintegrates when a suitable amount of torque is applied to the boit shaft 12 as a resuit of fastening of the fastening means 16 against the bearing plate 14. In use, washer 50 is slipped over the threaded male portion 44 before being pressed between a footwall facing surface 52 of the bearing plate 14 and a head portion of the cap screw 40.

In Figure 3, the torque indicating member 150 is in the form of a shearing pin, located at least partially within the boit shaft extension piece 130 or within the boit shaft 112 if no extension piece 130 is required (not shown). The shearing pin 150 also extends transversely through the nut 140. The shearing pin 150 is specifically selected based on its ultimate strength features, i.e. based on the maximum stress that it can withstand before it breaks. Thus, when a suitable amount of torque is applied to the boit shaft 112 as a resuit of fastening of the fastening means 116 against the bearing plate 114, breaking of the pin 150 indicates that the anchoring system 100 is properly secured to the interior 6 of the rock mass surrounding an outer rock surface 8 of the hanging wall 4. Thus, in use, the threaded male portion or stud of the footwall facing end 121 is partially screwed into the hollow internai chamber 135 of extension piece 130, which piece 130 has an internai screw threaded portion (not shown), near the footwall facing end 121, of shorter length than the screw thread provided on the stud. It will be appreciated that as a resuit of rotation of the nut 140, with the shearing pin 150 connecting the nut 140 to the stud, the stud is rotated into the hollow internai chamber 135 of extension piece 130 until the end of the internai screw threaded portion of extension piece 130 is reached when the pin 150 breaks and the stud secures the washer against the bearing plate 114 and looks itself in that position.

End caps (not shown), configured to close off opposing ends of the elongate boit shaft 12,112 may also be provided to ensure that no undesired material enters the hollow internai chamber 35, 135 of boit shaft 12, 112 or extension piece 30, 130.

As shown in Figure 5 of the drawings, the invention also extends to a method 200 of transferring load from the unstable exterior of a hanging wall 4 in an underground environment to the confined, and more stable, interior 6 of the rock mass surrounding the hanging wall 4.

The method 200 includes locating a resin grout containing pack 162 in an elongate hole 2 drilled in the hanging wall 4. Thereafter, a drilling machine (not shown) is utilized to position a substantially hollow boit shaft 112, of a rock anchoring system 100 as described herein, which boit shaft comprises a pointed end 160, in the hole 2. The next step includes forcing the pointed end 160 to puncture the resin grout containing pack 162. This is followed by rotation of the boit shaft 112, typically by means of a drilling machine, to mix the resin grout freed from the pack 162 until it sets between an interior wall of the drilled hole and surface irregularities 22.2 and

22.3 formed on the exterior surface of the boit shaft 112. Further, a substantially hollow boit shaft extension piece 130 is connected to the boit shaft before a bearing plate 114 is positioned 5 over the extension piece 130. Finally, the method 200 includes fastening a fastening means 116 comprising a torque indicating member 150 to the extension piece 130 and against the bearing plate 114, the torque indicating member 150 being configured to break when a suitable amount of torque is applied to the boit shaft 112 as a resuit of fastening ofthe fastening means 116.

The applicant believes that method 200 or use of underground rock anchoring system 10, 100 instead of conventional Systems which are not substantially hollow will reduce the concentration of ammonia gas présent in levels and stopes, which gas results from excessive use of epoxy resin grout in the drilled holes 2. The method 200, which combines resin grout pack positioning, puncturing and setting of the resin grout with installation of the rock anchoring system 10, 100, 15 also allows workmen and the like to operate at a faster rate as known hereto before when rock anchoring is required in an underground environment.

The applicant also believes that the invention provides a simple, manoeuvrable underground rock anchoring system with improved traction capabilities.

Claims (10)

1. An underground rock anchoring system (10,100) comprising a rock boit (11,111) having a boit shaft (12,112) operatively locatable in an elongate rectilinear hole (2) drilled into a hanging wall such that an end portion of the boit shaft (12,112) protrudes from the hole (2), the boit shaft (12,112) having a side wall (18,118) defîning a hollow internai chamber (35,135) extending along at least part of the length of the boit shaft (12,112), a bearing plate (14,114) adapted to be fitted over the protruding end portion of the boit shaft (12,112) for bearing against a rock surface (8) of the hanging wall; and fastening means (16,116) for pulling the bearing plate taut (14,114) against the rock surface (8) of the hanging wall, the boit shaft (12,112) including a proximal end (13,113) and a distal end (15,115), the proximal end (13,113) defîning a chamfered edge terminating in a pointed tip (160) for piercing a resin grout pack (162) operatively located in the hole (2) in the hanging wall, the underground rock anchoring system (10,100) being characterised in that the distal end (15,115) of the boit shaft (12,112) comprises connection means (28,128) opérable to be connected to coupling means (32,132) of a substantially hollow boit shaft extension piece (30,130) so as to operatively connect a proximal end (19,119) of the extension piece (30,130) to the distal end (15,115) of the boit shaft (12,112) thereby to extend the length of the boit shaft.

2. The rock anchoring system of claim 1, wherein the side wall (18,118) of the boit shaft (12,112) comprises at least one surface irregularity (22.1,22.2,22.3) provided on an external surface thereof to improve traction between the side wall (18,118) and resin grout.

3. The rock anchoring system of claim 2, wherein the at least one surface irregularity (22.1,22.2,22.3) is of unitary construction and integrally formed with the side wall (18,118).

4. The rock anchoring system of claim 2, wherein the at least one surface irregularity (22.1,,22.3) is shaped by protubérance forming means applied onto an external surface of the side wall (18,118).

5. The rock anchoring system of claim 4, wherein the protubérance forming means is a separate elongate strip of plate métal (22.1) helically applied onto the external surface.

6. The rock anchoring system of claim 4, wherein the protubérance forming means comprises a plurality of knobs (22.3) applied onto the external surface in an equidistantly spaced apart arrangement.

7. The rock anchoring system of claim 1, wherein the fastening means (16,116) is in the form of a tautening member (40,140) opérable to, in use, matingly engage and be friction fitted to either a footwall facing end of the extension piece (30,130) or to the connection means (28,128) ofthe boit shaft (12,112).

8. The rock anchoring system of claim 7, wherein the tautening member (40) comprises a cap screw having a threaded male portion (44) for screwing into a complementary threaded female portion of either a footwall facing end of the extension piece (30,130) or into to the connection means (28,128).

9. The rock anchoring system of claim 7, wherein the tautening member comprises a nut (140) having a threaded female portion for screwing into a complementary threaded male portion of either a footwall facing end of the extension piece (30,130) or into the connection means (28,128).

10. The rock anchoring system of claim 1, wherein the fastening means (16,116) comprises a torque indicating member (50,150) which visually disintegrates when a suitable amount of torque is applied to the boit shaft (12,112) as a resuit of fastening of the fastening means (16,116) against the bearing plate (14,114).

11. The rock anchoring system of claim 10, wherein the torque indicating member is in the form of a washer (50), which, in use, is slipped over the threaded male portion of the cap screw (40) before being pressed between a footwall facing surface of the bearing plate (16) and a head portion of the cap screw (40).

12. The rock anchoring system of claim 10, wherein the torque indicating member is in the form of a shearing pin (150) which breaks when a suitable amount of torque is applied to the boit shaft (112) as a resuit of fastening of the fastening means (116) against the bearing plate (114).

13. The rock anchoring system of claim 1, wherein the boit shaft (12,112) and boit shaft extension piece (30,130) hâve end caps for closing off entry to the hollow internai chamber

14.

(35,135).

A method of transferring load from the unstable exterior of a hanging wall in an underground environment to the confined, and more stable, interior of the rock mass surrounding the hanging wall comprising:

providing an underground rock anchoring system (10,100) comprising a rock boit (11.111) having a boit shaft (12,112) operatively locatable in an elongate rectilinear hole (2) drilled into a hanging wall such that an end portion of the boit shaft (12,112) protrudes from the hole (2), the boit shaft having a side wall (18,118) defining a hollow internai chamber (35,135) extending along at least part of the length of the boit shaft (12,112), a bearing plate (14,114) adapted to be fitted over the protruding end portion of the boit shaft (12,112) for bearing against a rock surface (8) of the hanging wall; and fastening means (16,116) for pulling the bearing plate (14,114) taut against the rock surface (8) of the hanging wall, the boit shaft (12,112) including a proximal end (13,113) and a distal end (15,115), the proximal end (13,113) defining a chamfered edge terminating in a pointed tip for piercing a resin grout pack operatively located in the hole (2) in the hanging wall, the underground rock anchoring system (10,100) being characterised in that the distal end (15,115) of the boit shaft (12,112) comprises connection means (28,128) opérable to be connected to coupling means (32,132) of a substantially hollow boit shaft extension piece (30,130) so as to operatively connect a proximal end (19,119) of the extension piece (30,130) to the distal end (15,115) of the boit shaft (12,112) thereby to extend the length of the boit shaft;

locating a resin grout containing pack (162) in an elongate rectilinear hole (2) drilled in the hanging wall (8);

utilizing a rotatable apparatus to position the substantially hollow boit shaft (12.112) ofthe rock anchoring system (10,110), in the hole (2);

forcing the pointed tip (160) to puncture the resin grout containing pack (162);

rotating the boit shaft (12,112) to mix the resin grout until it sets between an interior wall of the drilled hole (2) and surface irregularities (22.1,22.2,22.3) formed on the exterior surface of the boit shaft (12,112);

connecting to the boit shaft (12,112), a substantially hollow boit shaft extension 5 piece (30,130);

positioning a bearing plate (14,114) over the extension piece (30,130); and fastening a fastening means (16,116) comprising a torque indicating member

10 (50,150) to the extension piece (30,130) and against the bearing plate (14,114), the torque indicating member (50,150) being configured to either visually disintegrate or break when a suitable amount of torque is applied to the boit shaft (12,112) as a resuit of fastening of the fastening means (16,116).