Resin anchored rock bolt with a piercing end

Abstract

Disclosed is a resin bolt which includes an elongate shaft which extends between a leading end and a trailing end and a positioning head which is integral to the shaft at the leading end and which extends in the elongate axis of the shaft from a perimeter rim to a crown, with the head formed with a plurality of projections, with each projection extending laterally, beyond the radial dimension of the shaft and each projection having a leading surface which slopes, at least partially, from the crown to the perimeter rim, and a trailing surface from the perimeter rim to the shaft.

Claims

1. A resin bolt, comprising: an elongate shaft which extends between a leading end and a trailing end; and a positioning head which is integrally formed with, or engaged to, the shaft at the leading end and which extends in an elongate axis of the shaft from a perimeter rim to a crown, with the head formed with at least three equally radially spaced lobes, each lobe equally laterally extending beyond the radial dimension of the shaft, each lobe having a leading surface which slopes from the crown to the perimeter rim, and a trailing surface which extends from the perimeter rim to the shaft, and the positioning head is formed with a plurality of concave recessed formations, each between a pair of adjacent lobes.

2. The resin bolt according to claim 1, wherein the trailing surface is a planar surface.

3. The resin bolt according to claim 1, wherein the crown is an apex or penetrating tip.

4. The resin bolt according to claim 1, wherein the leading surface of each lobe has a bladed edge which extends in a radial direction.

5. The resin bolt according to claim 1, wherein the resin bolt includes at least one integrally formed paddle formation on the shaft, behind the positioning head.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) The invention is further described by way of example with reference to the accompanying drawings in which:

(2) FIG. 1 is a view in elevation of a resin bolt in accordance with a first embodiment of the invention;

(3) FIG. 2 is a leading end portion of the resin bolt of FIG. 1;

(4) FIG. 3 is an isometric view of a penetrating end of the resin bolt of FIG. 1;

(5) FIG. 4 is a partial view in elevation of a resin bolt in accordance with a second embodiment of the invention;

(6) FIG. 5 is an isometric view of a penetrating end of the resin bolt of FIG. 4;

(7) FIG. 6 is a partial view in elevation of a resin bolt in accordance with a third embodiment of the invention;

(8) FIG. 7 is an isometric view of a penetrating end of the resin bolt of FIG. 6;

(9) FIGS. 8A, 8B and 8C are each a view in cross-section from the penetrating end of a rock bolt of FIGS. 2, 4 and 6 respectively;

(10) FIG. 9 is a photograph showing four columns, each row representing a single resin encased bolt, in a tube, sectioned at intervals;

(11) FIG. 10 is a photograph showing five rows, each row representing a single resin encased bolt, in accordance with the invention, in a tube, sectioned at intervals;

(12) FIG. 11 is a photograph of a series of tubes which have been sectioned to show, in each, a sectioned leading end of a resin encased rock bolt;

(13) FIG. 12 is a photograph of a leading end of a resin encased bolt showing the resin capsule packaging bunched towards a leading end of the bolt;

(14) FIG. 13 is a photograph of a resin encased resin bolt, showing a line of voids in the resin;

(15) FIG. 14 is a load/deflection graph representing the results of pull-out tests conducted on five samples of a resin bolt in accordance with the prior art; and

(16) FIG. 15 is a load/deflection graph representing the results of a pull-out test conductive a five samples of a resin bolt in accordance with the invention.

DESCRIPTION OF THE PREFERRED EMBODIMENT

(17) With reference to FIGS. 1, 2 and 3, a first embodiment of the invention is described. This embodiment provides a resin bolt 10A which has an elongate solid steel shaft 12 which extends between a leading end 14 and a trailing end 16.

(18) The shaft of the resin bolt 10A in this example is of typical manufacture with a series of profiled ridges 18 formed on an outer surface of the shaft. And, in this particular embodiment, the resin bolt has a pair of paddle formations, respectively designated 20A and 20B, which are integral to the body with the plane of each paddle offset by 90. The paddles not only increase the diametric reach of the resin bolt in mixing the resin content of pre-installed resin capsules (not shown) but also increase the anchoring of the bolt within the rock hole.

(19) At the leading end 14 of the shaft 12, the resin bolt has an integrally formed positioning head 22A. The head is peaked, extending in the elongate axis of the shaft, from a base edge or side 24 to a crown 26 which, in the examples that follow, is an apex or tip.

(20) The positioning head is formed with a plurality of lobes, respectively designated 28A, 28B, 28C. Each of the lobes has equal lateral reach and is evenly radially spaced, this is particularly evident in FIG. 8A. Between the lobes, on a leading surface 30, the head is indented into a plurality of concave recesses, respectively designated 32A, 32B and 32C.

(21) Each of the lobes 28 slopes from the apex 26 to the base edge 24. In this example, the slope is stepped, with a gradual sloping surface 30A, which ends along a relief line 34, and a steeper sloping surface 30B, which extends between the relief line and the base edge. At the base edge, each lobe exceeds and overlaps the radial dimension of the shaft, providing a planar trailing surface 36 which extends from the base edge to the shaft 32.

(22) In use, the resin bolt 10A is inserted into a rock hole 25, positioning head 22 leading. The apex 26 of the head aids in puncturing the frangible wall of the resin capsule or capsules, which have been pre-installed into the rock hole, as the resin bolt advances. The lobes 28 are sized to a diameter larger than the capsule diameter to force the capsule to shred or be pushed to the very top of the hole, ahead of the leading end 14. This prevents the gloving phenomenon from occuring.

(23) At the same time, the concave recesses 32 provide channels for the passage of the resin contents of the ruptured capsules past the advancing positioning head, reducing resistance to the advance of the resin bolt.

(24) The lobes 28 also perform the function of centralizing the resin bolt, as the bolt is inserted, at least along a leading end portion 40. This is a consequence of the lobes uniformity in both circumferential separation and lateral extent. With one or more lobes abutting the hole wall 38 at any given time, at the base edge, the bolt is keep concentric relatively to the hole.

(25) The resin bolt 10A is spun, as it is inserted into the rock hole to maximise the shredding effect of the positioning head 22A on the cartridges. The lobes 28 centralise the bolt in this process. The paddles 20, trailing the penetrating head 22A, can optimally mix the resin components as they travel past the penetrating head, into the annular space behind the trailing surface 36.

(26) As the resin hardens, the trailing surface 36 provides a locking surface that acts against the set resin to prevent the bolt form being pulled from the hole.

(27) FIGS. 4 and 5 and FIGS. 6 to 7 respectively illustrate a second embodiment (resin bolt 10B) and a third embodiment (resin bolt 10C). Each of these embodiments differ in the number of lobes 28 on the penetrating head 22. In bolt 10B, the penetrating head 22B has four lobes, respectively designated 28A, 28B, 28C and 28D on FIG. 5. In bolt 10C, the head 22C is anvil-shaped with a pair of lobes, respectively designated 20A and 28B of FIG. 7.

(28) Although each of the embodiments illustrated show the positioning head formed integrally with the shaft, the penetrating head 22 can be a discrete element which is attached to the leading end 14 of the shaft 12. Attachment of the head can be by achieved in any suitable way. For example, the head may have a threaded member on the trailing surface 36 which can engage with a threaded recess 44 in the leading end. This attachment feature is illustrated on FIG. 6, in dotted outline. The head also can be fixed by welding.

(29) The positioning head 22, as a discrete element, can be made of any suitable rigid material. It can be, for example, made of a rigid plastics material.

(30) It is contemplated within the scope of the invention that the bolt 10 can have any suitable combination of a plurality of positioning heads (22) and paddles (20) spaced along the shaft 12.

(31) To illustrate the centralisation effect on a resin bolt 12 afforded by a positioning head 20, a standard bolt was tested against a resin bolt in accordance with the invention. The standard bolt is a typical paddled bolt which has a leading end which is cropped at 45. Both types of bolts were installed in steel tubes with an internal diameter of 38 mm, and encased in resin. The tubes represent a rock hole. Each sample was then sliced along its length into approximately 50 mm segments and these segments were then analysed to determine the degree of eccentricity or centralisation.

(32) The first test was conducted on a set of five standard bolts, with a 45 cropped tip, as commonly used. FIG. 9 shows the 50 mm slices cut through the five test samples of these standard bolts. Eccentricity of the installed resin bolts is clearly observed. Notably, a number of the bolts were in close proximity to, or contacting, the inner wall of the steel tubes. These contact areas are designated A, B, C and D on FIG. 9. In application underground, this eccentric positioning would offer little corrosion protection to the installed resin bolt.

(33) FIG. 10 shows the segments sliced from a set of five different diameter resin bolts with a tri-lobed positioning head 20, in accordance with the first embodiment of the invention, after installation in the tubes.

(34) The centralisation provided by the tri-lobed head on the resin bolts is noticeably better than with the conventional 45 cropped tip design. None of these bolts came into contact with the inner wall of the tube. Significantly, these sections are through the critical top anchoring section of the installed resin bolt.

(35) To illustrate a further disadvantage with eccentric positioning, a line of voids occurred along the length of the standard ribbed bar sample, see FIG. 13. On examination, it was found that the line correlates with the thin resin annulus in the cross-section of the sample.

(36) Being installed eccentrically the bolt wall spin eccentrically in the tube. As the bolt moves around the perimeter of the tube the ribs of the rotating bolt scour the resin from the inside of the tube at the point of thinnest resin annulus. The rotation of the bolt due to the revolution of installation machinery is indicated by a large diameter arrow and the eccentric rotation of the bolt around the tube is indicated by a small diameter arrow.

(37) In order to assess to what extend the tri-lobed head 22A breaks up the Mylar filling of a mastic resin capsule, the ends were cut off a number of resin bolt samples spun into steel tubes. As can be seen in FIG. 11, the lobed head is effective at shredding the capsule as it moves through the capsule.

(38) FIG. 12 is an example of a resin bolt in accordance with the invention installed into a Perspex tube, encased with resin and then the tube removed. The Mylar packaging of the resin capsule is almost entirely located at the top of the bolt, ahead of the anchoring zone, showing that the positioning head 20 of the bolt is not only effective at shredding the packaging, it is also effective at keeping the packaging away from the anchoring zone behind the trailing surface 36 of the positioning head.

(39) A series of Short Encapsulation Pull Tests (SEPT) were conduced and standard resin bolts and resin bolts in accordance with the invention, to comparatively determine the head carrying capacity of each version.

(40) The standard bolt tested was a 20 mm deformed bar, with four anchoring paddles and a 45 cropped tip. The results of the SEPT are illustrated in the graph of FIG. 14. The results show that two of the test samples, that is 40% tested, did not achieve a 10-ton load capacity and continued to slip through the resin at approximately 9.5 tons when tested in the 38 mm hole.

(41) The resin bolt of the invention was a 20 mm diameter deformed bar, with four anchoring paddles and a tri-lobe positioning formation 20, in accordance with the first embodiment of the invention. The results of the SEPT on these bolts are illustrated in the graph of FIG. 15. The results show that all five of the test samples achieved a 10-ton load capacity as required when tested in the 38 mm hole.