Patent Application
20240287903
This application claims priority from EP 21189971.1 filed on 5 Aug. 2021, the contents of which are incorporated herein by this reference.
The present disclosure relates to bolts for reinforcement of formations, such as rock strata, and specifically to technology for promoting easier installation and pre-tensioning of such bolts.
Formations, such as rock formations or rock strata, are often reinforced using rock bolts. For example, rock bolts are commonly used for reinforcement of tunnel roofs and for stabilization of rock walls, slopes and dikes. Various types of rock bolts or anchors are used depending for example on the type of formation to be reinforced.
A common type of rock bolt is the hydraulically expandable rock bolt provided with an expandable body to be driven into a formation and thereafter expanded by introduction of a pressurized pressure medium such that the expandable body presses against the wall of the borehole and thereby engages the formation. A hydraulically expandable rock bolt is known from CZ 25706 U1.
Another type of rock bolt is the friction bolt. Such a rock bolt may be driven into a formation by a driving device such as a jumbo. A derivative of the friction bolt is the mechanically expandable bolt, comprises an elongate expandable outer body, sometimes referred to as a split-tube, and a central rod extending inside the outer body from a trailing portion provided with a nut to a leading portion operatively connected to an expansion mechanism for expanding the outer body upon rotation of the central rod.
At installation of the mechanically expandable rock bolt in the formation, the driving device is operated to repeatedly impact the outer body of the bolt, thereby forcing the outer body into the formation. When the bolt is sufficiently driven into the formation the bolt is expanded by operation of the expansion mechanism thereby causing expansion of the outer body.
AU2010223134B2 discloses a mechanically expandable friction bolt.
EP3635220 A1 and WO201513743 disclose prior art mechanically expandable rock bolts.
Sometimes, the bolt is not properly anchored to the formation despite maximum expansion of the expansion mechanism.
An object of the invention is thus to mitigate the above-mentioned problem by enabling a greater expansion range of the rock bolt.
According to a first aspect of the invention, these and other objects are achieved by the rock bolt defined in the appended independent claim 1 with alternative embodiments defined in the dependent claims.
The rock bolt comprises a central rod, a tubular outer body provided around the central rod along at least a portion of the length of the central rod, and an expansion mechanism for radially expanding the tubular outer body tube.
The expansion mechanism comprises a first wedge means attached to the central rod, and a second wedge means attached to the outer body between the first wedge means and a trailing portion of the outer body.
The first wedge means and the second wedge means are configured such that the first wedge means is able to force the second wedge means radially outwards about the longitudinal axis of the rock bolt upon movement of the first wedge means in a first direction towards a trailing portion of the rock bolt rod to thereby radially expand the outer body.
The first wedge means comprises a drive wedge attached to the central rod and an intermediate wedge provided around at least a portion of the drive wedge, between the drive wedge and the second wedge means, wherein the drive wedge and the intermediate wedge are configured such that the drive wedge is able to radially expand the intermediate wedge upon movement of the drive wedge in the first direction towards a trailing portion of the rock bolt, wherein first wedge means is thus able to force the second wedge means radially outwards with the radially expanded intermediate wedge.
The drive wedge may be provided with first wedge surfaces and with second wedge surfaces for interfacing the first wedge surfaces of the drive wedge.
The first wedge surfaces may according to alternative a) be planar and the second wedge surfaces may be planar. Alternatively, according to alternative b), the first wedge surfaces may have a first cross-sectional shape S being constant along the length of each respective first wedge surface, wherein the second wedge surfaces have a constant second cross-sectional shape S being constant along the length of each respective second wedge surface, and wherein the first cross-sectional shape fits with the second cross-sectional shape.
The interfacing wedge surfaces of the drive wedge and of the intermediate wedge enable an elongate contact surface between the drive wedge and the intermediate wedge as the drive wedge is moved further into the intermediate wedge to force the intermediate wedge to expand. As the shanks of the intermediate wedge bend and/or deform the regions of contact of the primary and intermediate wedges move. If a conical drive wedge surface would have been used, point pressures would arise as the drive wedge moves into the intermediate wedge.
If the rock bolt is according to alternative b, the first and second wedge surfaces may all have constant cross-sectional shape perpendicularly to the longitudinal axis of the rock bolt, i.e. the cross-sectional shape as seen in a cross-section defined by a plane perpendicular to the longitudinal axis of the rock bolt.
The intermediate wedge may be provided with one or more outer wedge surfaces comprising a tapering lead-in portion and a rear portion extending along the longitudinal axis of the rock bolt.
The tapering front portion enables proper alignment of the intermediate wedge to the second wedge means upon movement of the first wedge means in the driving direction of the drive wedge.
The rear portion may be shaped such that when the intermediate wedge is fully expanded the rear portion is aligned with the lead-in portion.
The alignment enables a substantially linear expansion of the outer body as the first wedge means moves in the first direction.
The intermediate wedge may be provided with one or more outer wedge surfaces tapered along a majority of the length of the intermediate wedge.
The drive wedge may comprise at least one shoulder for applying driving force to the intermediate wedge to force the intermediate wedge in the first direction.
Upon forcing the drive wedge into the intermediate wedge, the intermediate wedge is supported from one side by the second wedge means attached to the outer tube and forced from its other side by wedge surfaces of the drive wedge. Upon expansion of the intermediate wedge it eventually abuts the shoulder of the drive wedge such that additional driving force may be transmitted at the interface between the shoulder and the intermediate wedge without causing further expansion of the intermediate wedge. This enables improved control of the amount of expansion of the intermediate wedge and enables increased force to be applied to the intermediate wedge.
The shoulder may be configured to enable the intermediate wedge to move relatively the drive wedge from an unexpanded position to an expanded position, and configured to provide a stop surface preventing further relative movement of the intermediate wedge onto the drive wedge past the expanded position.
The shoulder thus engages the intermediate wedge first when the intermediate wedge has reached its expanded position, thereby enabling the driving force of the drive wedge to primarily expand the intermediate wedge until the intermediate wedge is fully expanded to specifications. If no such shoulder is provided on the drive wedge, further expansion of the intermediate wedge would be possible, thereby enabling further expansion of the second wedge means.
The intermediate wedge may be made in one piece.
A one-piece design of the intermediate wedge enables easier assembly of the rock bolt.
The intermediate wedge may comprise a plurality of wedge parts distributed about the longitudinal axis of the rock bolt.
A multi-piece design of the intermediate wedge enables greater manufacturing tolerances and enables use of the wedge parts for different sizes of rock bolts with different sizes of central rods.
The intermediate wedge may comprise resilient retaining means configured to longitudinally align the wedge parts with respect to the longitudinal axis of the rock bolt and configured to allow the wedge parts to radially expand.
The retaining means keeps the intermediate wedge parts grouped together and thus enables easier assembly of the rock bolt.
The retaining means may comprise one or more resilient circumferential bands extending about the longitudinal axis of the rock bolt and engaging respective corresponding recesses of the wedge parts, said resilient bands for example being O-rings.
The resilient bands provide a simple and robust means of keeping the intermediate wedge parts grouped together and is detachable and replaceable if damaged during assembly or handling of the rock bolt.
The intermediate wedge may be provided with a shoulder at its rear portion for limiting the axial movement of the intermediate wedge along the longitudinal axis of the rock bolt by engagement of the second wedge means.
The intermediate wedge and the drive wedge are configured such that at least a portion of the intermediate wedge upon being expanded by the drive wedge abuts the outer body to thereby radially expand the outer body upon further expansion of the intermediate wedge.
A rock bolt 1 according to an exemplary embodiment will hereinafter be described with reference to the appended drawings.
As shown in
The first wedge means 6 and the second wedge means 7 are configured such that the first wedge means 6 is able to force the second wedge means 7 radially outwards about the longitudinal axis 15 of the rock bolt 1 upon movement of the first wedge means 6 in a first direction D towards the trailing portion 18 of the rock bolt 1 to thereby radially expand the outer body 4. The expansion is achieved by the mutually cooperating inclined wedge surfaces of the first and the second wedge means 6, 7 forcing the second wedge means radially outwards as the first wedge means and second wedge means are moved closed to each other about the longitudinal axis of the rock bolt 1.
According to the present disclosure, the first wedge means 6 comprises a drive wedge 8 attached to the central rod 2 and an intermediate wedge 9 provided around at least a portion of the drive wedge 8, between the drive wedge 8 and the second wedge means 7. The drive wedge 8 and the intermediate wedge 9 are configured such that the drive wedge 8 is able to radially expand the intermediate wedge 9 upon movement of the drive wedge 8 in the first direction D towards the trailing portion 18 of the rock bolt 1, wherein first wedge means 6 is thus able to force the second wedge means 7 radially outwards with the radially expanded intermediate wedge 9.
Although the first wedge means 6 is described as attached to the central rod 2, it is to be understood that it is only the drive wedge 8 of the first wedge means 6 that is attached to the central rod 2 and that the intermediate wedge 9 is movable relative to the central rod 2 but functionally associated with the drive wedge 8 so that they work together. In other words, the first wedge means 6 is ‘anchored to’ the central rod 2.
The first wedge means 6 is expanded by moving the drive wedge 8 towards the trailing portion 18 of the rock bolt 1. Such movement is in this embodiment achieved by rotation of the central rod 2 achieved by rotating the blind nut shown in
The drive wedge 8 is provided with first wedge surfaces 10, and wherein the intermediate wedge 9 is provided with second wedge surfaces 11 for interfacing the first wedge surfaces 10 of the drive wedge 8. The first wedge surfaces 10 are planar and the second wedge surfaces 11 are planar. Here, planar is to be construed as having a portion extending in a respective plane, said portion being the portion of each respective wedge surface active for transmitting wedging force to the corresponding wedge surface of the other one of the first wedge surfaces 10 and the second wedge surfaces 11. Other portions of the drive wedge 8 and of the intermediate wedge 9 may be extend outside of the respective plane.
In alternative embodiments, instead of being planar the first wedge surfaces 10 may have a first cross-sectional shape S1 being constant along the length of each respective first wedge surface 10, wherein the second wedge surfaces 11 have a constant second cross-sectional shape S2 being constant along the length of each respective second wedge surface 11, and wherein the first cross-sectional shape S1 fits with the second cross-sectional shape S2. An example of such cross-sectional shapes S1, S2 are shown in
As shown in
As shown in
The intermediate wedge 9 is made in one piece but may alternatively in other embodiments, such as the one shown in
When using a plurality of wedge parts 16, the intermediate wedge 9 may preferably comprise resilient retaining means 5 configured to longitudinally align the wedge parts with respect to the longitudinal axis of the rock bolt 1 and configured to allow the wedge parts 16 to radially expand. The retaining means comprises one or more resilient circumferential bands extending about the longitudinal axis 15 of the rock bolt and engaging respective corresponding recesses of the wedge parts 16, said resilient band(s) for example being O-rings.
In an alternative embodiment of the intermediate wedge 9 it is provided with a shoulder 3 at its rear portion for limiting the axial movement of the intermediate wedge 9 along the longitudinal axis 15 of the rock bolt 1 by engagement of the second wedge means 7.
| Number | Date | Country | Kind |
|---|---|---|---|
| 21189971.1 | Aug 2021 | EP | regional |
| Filing Document | Filing Date | Country | Kind |
|---|---|---|---|
| PCT/AU2022/050822 | 8/1/2022 | WO |
