System and method for supporting sidewalls or ribs in coal mines

Abstract

A mining bolt system to anchor mining roofs. A bearing plate has a top bearing surface, a bottom bearing surface and a central hole. An L-shaped angle bracket having an upstanding portion and an upper portion has further defined therein a pair of bracket holes. A bolt including a rod portion and a bolt head passes through the central hole and into a mine roof. A threaded staff is then adapted to pass through one of the bracket holes underneath the bottom bearing surface, wherein, in combination, the bearing plate, angle bracket and threaded staff can be tensioned to provide a lifting force against the mine roof.

Description

BACKGROUND

Field of the Invention

The present invention relates to a cuttable, sinkable anchoring system and method for supporting the sidewall or ribs of a coal mine. In particular, the instant invention includes a sinkable (high specific gravity) hollow core bearing plate and cuttable fiberglass rods inserted therethrough which, in combination, gives the minimum suggested strength and can be used in other mineable ore systems that use a longwall system, for example.

Description of the Related Art

A mine rib is the side of a pillar or the wall of an entry of a mine, i.e. the solid material on the side of any underground passage. As mining progresses, the loading on coal mine ribs increases as they support the overburden load previously held up by the recently mined coal. Pillar rib failure, sometimes called a roll, can occur as the edges of the rib yield under the excessive pressure of the overburden rock weight and cracks or other natural defects cause sections to become detached and fall away.

There are a variety of rib and roof control techniques observed in coal mines. Roofs, face and ribs of areas where persons work or travel are required by regulations to be supported or otherwise controlled to protect persons from the hazards related to falls of the roof, face or ribs and coal or rock bursts. Currently, there are no minimum strength requirements for rib support. Rib and roof control techniques observed in underground coal mines include the following: (1) re-orienting the roadways with respect to the orientation of the cleat system in the seam, (2) installing intrinsic rib support systems in the form of bolts with or without meshes, (3) installing external rib support systems in the form of meshes (steel and synthetic), props, vertical fixtures anchored to the roof and/or floor, and pillar banding, etc., and (4) applying several of these methodologies simultaneously.

Rib bolts are categorized based on their anchorage mechanism into mechanical, grouted and mechanical/grouted bolts. Mechanical and mechanical/grouted anchorage rib bolts are always tensioned during installation. Intrinsic rib support systems involve bolts (non-cuttable and cuttable) installed into the ribs. Non-cuttable rib bolts are made of steel, while cuttable rib bolts are made of fiberglass or plastic.

As is known, longwall mining is a form of underground mining where a long wall of ore is mined in slices, leaving behind roofs and walls of ore faces which must then be supported. For years, it has been recognized in the mining industry where a longwall system is being used, that there is a need to: (1) support the sidewall or rib where the shear machine cuts the coal or ore; and, (2) that this support system should be cuttable so as to prevent problems of safety to personnel such as sparking, ignitions, explosions, and entanglement with the shear machine bits and further down the line on conveyor belts and in the processing plant. These systems are preferred to be cuttable (by the shear machine in a longwall method of coal mining) because steel systems get caught in the shear machine bits and can cause other problems downstream. Wood dowels, threaded fiberglass bolts, and plastic bolts have been used. However, wood is not as strong as steel or fiberglass in this application. Moreover, problems exist inasmuch as the bearing plates and cuttable components sheared from the rib float as opposed to sink causing waste within the product stream. By engineering high specific gravity (sinkable) components, the components sink in the preparation facility heavy media vessel, thereby entering the refuse stream.

There is a need then for a cuttable, fiberglass rib support system which is safer for mining personnel, less damaging to cutting heads/shearers and which is also sinkable and cost-effectively produced.

SUMMARY

Comprehended is a cuttable, sinkable mining bolt system for use in supporting the sidewall, roof or rib in a coal mine. Provided is a rock bolt system, comprising a bearing plate, the bearing plate having a plurality of hollow cores defined transaxially therein and a central hole defined axially therethrough, the bearing plate made of modified recycled, rigid PVC compound.

A fiberglass bolt having a roughened surface is adapted to be inserted through the central hole of bearing plate. Bolt has a head component and integral rod component each consisting of glass fiber reinforced plastic. Head component includes a square head and integral, beveled washer for self-centering in the bearing plate as rod component is installed into rib.

Bearing plates are adapted to sink into a refuse stream. Hollow cores of bearing plate reduce the material and thus the weight and expense of the bearing plate while still allowing the bearing plates to sink. Optionally, rod components can be inserted transaxially through the hollow cores to increase the strength of the system and expand coverage area.

More specifically, comprehended is a mining bolt system including a bearing plate and bolt combination. In one embodiment, the bearing plate has a plurality of hollow cores defined transaxially therein, the bearing plate having a central hole defined axially therethrough, the bearing plate consisting of a rigid, polyvinyl chloride compound (PVC), wherein the PVC is modified and formulated for high specific gravity, to thereby allow the bearing plate to be cuttable and sink in a solution between 1.4 and 1.8 specific gravity (SG). In another embodiment, a preferably metal version of the bearing plate includes an undulating surface, the undulating surface defined by a pair of edge surfaces which travel downward to form edges, the undulating surface further defined by a dipping medial portion relative to the edge surfaces to thereby define a pair of pockets through which rebar can be received. Then, a strand chuck assembly can be placed around the rebar or fiberglass or cable strand such that the rebar and chuck assembly can be disposed within the pocket underlying the bearing plate to receive an inward compression force from the bearing plate which prevents slippage of the rod.

For the bolt, the bolt includes a rod portion and a bolt head, the rod portion having a rod surface, the bolt head including a first annular and a second annular with a beveled washer fixed between the first annular and the second annular, the beveled washer defined by a tapered surface and a flange, the bolt including a cubical knob formed on the first annular, and wherein the bolt consists of glass fiber reinforced polymer (GFRP). As such, the bolt head is over-molded to the rod portion to form the bolt entirely as a one-piece, polymer bolt, which is also cuttable.

Additionally, a threaded staff is disposed underneath the bearing plate, wherein the threaded staff is adapted to connect more than one of the bearing plates across the side wall to thereby enhance the inward force. Accordingly, a method for supporting a side wall, comprises the steps of: anchoring multiple bearing plates into the side wall axially, further comprising the step of fastening a fiberglass bolt through the bearing plate into the side wall; and enhancing an inward force of the bearing plates by inserting fiberglass rebar transaxially through the bearing plates.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 shows a perspective view of the bearing plate.

FIG. 2 shows a perspective view of the bolt, which includes both head and rod portion.

FIG. 3 shows a broken perspective view of the fiberglass bolt inserted through the central hole of bearing plate along with the rod portions of each bolt passing transaxially through the hollow cores bores of the bearing plate (both ‘y’ and ‘x’ axis penetration).

FIG. 4 shows a side view in elevation of the bolt system applied across a mine side wall side view with bearing plates of various size.

FIG. 5 shows a perspective view of the bolt system in an alternative, vertical arrangement.

FIG. 6 shows a perspective view of the bolt system in an alternative arrangement around the corner of the side wall.

FIG. 7 shows a perspective view of the bolt system in an alternative, continuous, horizontal arrangement.

FIG. 8 shows a perspective view of an alternative embodiment.

FIG. 8a shows a perspective view of another embodiment using the rib plate of FIG. 8 but with a threaded staff and angle bracket.

FIG. 8b shows a perspective view of another embodiment wherein the rib plate is flat and integral to the angle bracket.

FIG. 9 is a graph of a load test.

FIG. 10 is a table of pull testing data.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

Referencing then FIGS. 1-10, shown is the instant cuttable mining bolt system, or rock bolt system. The rock bolt 6 is for use in supporting the sidewall or rib in a coal mine for example. As used herein, “side wall 19” means a wall, roof or any supporting rib within a mine or rock formation, tunnel or within any environment which requires anchoring. “A” as used in the claims means one or more. The instant mining bolt system comprehends three main subassemblies, namely a bearing plate 1, a bolt 6 and rebar 26 (connecting rods or cable strands), as follows.

The first subassembly is a bearing plate 1. Bearing plate 1 has a top bearing surface 1a and a bottom bearing surface 1b. The top bearing surface 1a and bottom bearing surface (not visible) are each entirely flat but for a central hole 5. Bearing plate 1 preferably consists of a modified recycled, rigid polyvinyl chloride (PVC) compound. In one embodiment, the PVC is formulated for high specific gravity if desirable (regular PVC can be used without additives). Due the formulation of the PVC, the high specific gravity still allows the bearing plate 1 to sink in solutions in the range of 1.4 SG to 1.8 SG, which range equates to the specific gravity of for iron-containing wastewater in this mining application, thus falling to the bottom of any preparation facility heavy media vessel, to thereby enter the refuse stream. In other words, whereas the SG of PVC is typically 1.4 and would sink in water, the formulation must be such that it sinks in a higher SG medium. In this particular application, the highest end of an iron-containing medium customarily would approach 1.8, thus the instant formulation accomplishes this (i.e. PVC formulation adapted to sink in solution having SG in range of 1.4-1.8). The formulation is available exclusively (not readily available) from Meridian Precision, Inc., Pine Grove, Pa.

In the preferred embodiment (although not limited thereto) bearing plate 1 is square having a width of 6″, depth of 6″ and a height of 1″, but because the bearing plates 1 are extruded, various lengths, widths and depths may be used. Defined transaxially (along ‘x’ axis) through the bearing plate 1 are a plurality of hollow cores 2, i.e. defined entirely from front edge 3 to back edge 4. The hollow cores 2 preferably each measure ⅝″ in diameter and are uniformly spaced, 1″ apart from each center (0.375 inch gap), and in this example, six (6) hollow cores 2 are shown. The hollow cores 2 reduce the weight of the bearing plate 1 and thus increases ease of use and decreases expense while the strength and specific gravity of the system is still maintained. Additionally, as further described below, the hollow cores 2 can receive rebar 26 or connecting rods such as rod portions 7 of the fiberglass bolt 6 itself or cable strands. The central hole 5 is defined entirely through bearing plate 1 with center through ‘y’ axis, thus axially defined through the center of bearing plate 1 as shown. “Axially” also means inward towards the side wall 19, or along ‘y’ axis. Thus, central hole 5 is adapted to receive fiberglass bolt 6 axially therethrough, as follows.

The second subassembly comprises the bolt 6. A preferably fiberglass bolt 6 is provided which is adapted to insert through the bearing plate 1 by way of central hole 5, thus driving into side wall 19 while bearing plate 1 forcefully abuts the same to thereby anchor the side wall 19 at the location of entry. Bolt 6 has a rod portion 7 and integral bolt head 8. In the exemplar embodiment the rod portion 7 can range from 48″ to 60″ in length and would be saleable in these two lengths but any length can be used. The diameter of each rod portion 7 would preferably range from 0.603 to 0.703, but again, these measurements may vary as to both desired characteristics and tolerances. In the exemplar embodiment the bolt 6 is an Aslan 100 glass fiber reinforced polymer (GFRP) that combines fiberglass roving with a thermoset vinyl-ester resin system to create a long-lasting alternative to steel. The rod portion 7 has a rod surface 9 which can be modified to be roughened with granules to thereby be textured or granular to aid in grip.

Bolt head 8 is formed integral to rod portion 7, thereby forming a one-piece bolt 6. The bolt head 8 includes a first annular 14 and a second annular 15 with a beveled washer 11 fixed between the first annular 14 and the second annular 15, thus transitioning from bolt head 8 to rod portion 7 is an integral, beveled washer 11, preferably hemi-spherical, which self-centers within the bearing plate 1. Beveled washer 11 is defined by a tapered surface 13 and a flange 12. A sleeve 10 is integrally formed between the second annular 15 and the rod portion 7. A generally cubical knob 16 is formed on the first annular 14. An indentation is defined on a top surface 18 of knob 16 which acts as a physical stop to correct the depth of the over-mold manufacturing process because the bolt head 8 is injection molded around rod portion 7 to form entire bolt 6. More particularly, an over-mold process uses 50% GFRP products that are heated, molten stage, then shrunk around the rod portion 7 to achieve at least 10,000 tensile strength (see FIG. 9). This process results in the similar, sinkable characteristics of the bearing plate 1 such that both the bolt 6 and the bearing plate 1 sink (and, of note, non-conductive).

The third subassembly includes one or more rebar 26. “Rebar 26” in this embodiment means connecting rods or dowels, which may be made of any material such as traditional steel, or they can be formed of similar polymer make-up as the rod portion 7 and could, in fact, be the rod portions themselves. Additionally, they can be steel cables as further defined (i.e. cable strand). More particularly, while rod portions 7 are the long end of bolt 6 and are, in one embodiment, driven in to the side wall 19 with the bearing plate 1 providing in inward (towards the side wall 19) retaining force against the sidewall/rib, axially through each bearing plate 1, the rod portions 7 can serve the secondary function of being inserted transaxially through the hollow cores 2 of the one or more bearing plates 1. In addition, the bearing plates 1 can be resized along the length of the system if they are used merely to capture a rod portion 7. The rebar 26 is not adhered to the bearing plate 1 but rather “inserted” therein to rely on friction for securement and to absorb any load. Any number of rebar 26 and accompanying hollow cores 2 of bearing plate 1 can be used depending on the needed application, i.e. only some of the hollow cores 2 could be occupied. For instance, referencing FIGS. 3-7, shown is an embodiment wherein the rebar 26 (as defined) are inserted and thus secured through the hollow cores 2 of bearing plates 1 transaxially. Moreover, the mining bolt system, therefore, can be disposed in various configurations, e.g. vertical or horizontal, any orientation, and at various locations, e.g. around a corner 20 of the side wall 19 (see FIG. 6). “Vertically” would mean, for example, in an arrangement where the rebar 26 travels from floor to ceiling of a tunnel and “horizontal” would therefore be generally perpendicular to this arrangement. Of course, this provides for an orientation at any angle or corner as long as the hollow cores 2 nearly face opposing hollow cores 2 to form the connection prior to receiving the load (and thereafter potentially moving). In addition, any number of hollow cores 2 may be occupied (e.g. two outer, then two inner on an adjacent bearing plate 1). Therefore, “any orientation” is meant to cover such variations and numbers and is defined herein as the combination bearing plates 1 and rebars 26 ability to tension in a variety of configurations as shown and described. As such, the system upon assemblage is further tensioned by providing an additional inward force towards the side wall 19 as each bolt 6 bears against the bearing plate 1 and, in combination, rebar 26 provides an added inward force. Accordingly, a means is provided for increasing the leveraging and thus enhancing the anchoring force of the bearing plate 1 when the bearing plates 1 are coupled with additional rebar 26 and/or all subassemblies are used in combination.

With specific reference now to FIG. 8, shown is an alternative embodiment of the bearing plate 1 and rebar 26 combination wherein the rebar 26 underlies the bearing plate 1. The rebar 26 here takes the form of a steel cable and although the rebar 26 is still “received transaxially” by the bearing plate 1, it is received by defined pockets 27. More specifically, the bearing plate 1 excludes the hollow cores 2 and instead includes an undulating surface 21, the undulating surface 21 defined by a pair of edge surfaces 23 which travel downward (relative to an edge surface 23 of bearing plate 1) to form edges 24, the undulating surface 21 further defined by a dipping (also downward) medial portion 22 relative to the same edge surfaces 23 to thereby define a pair of pockets 27 underlying the bearing plate 1. A strand chuck assembly 25 (may comprise two, three or more “wedges”) can be placed around the rebar 26, here a cable, such that the cable and strand chuck assembly 25 can be disposed within the pocket underlying the bearing plate 1 to receive an inward (towards the side wall 19) compression force from the bearing plate 1 when a similar bolt 6 (not shown in this figure) is anchored.

In use therefore, and in a method for supporting a side wall 19, multiple bearing plates 1 are anchored into the side wall 19 axially, further comprising the step of fastening a fiberglass bolt 1 through the bearing plate 1 into the side wall 19; and the an inward force (toward the side wall 19) of the bearing plates 1 are enhanced by inserting fiberglass rebar 26 transaxially through the bearing plates 1, and with such combinations arranged across the side wall 19 in any orientation.

Referencing FIG. 8A, shown is a similar bearing plate 1 which can be anchored (towards the side wall 19). In combination therewith, instead of a cable as the rebar 26, the rebar 26 takes the form of a threaded staff 27 (rod) having two thread ends 28 (at least one shown). Each thread end 28 receives a nut 29. Further in combination with the bearing plate 1 and threaded staffs 27 provided for further tensioning the system is an angle bracket 30 having a pair of bracket holes 31. Angle bracket 30 is a preferably metal bracket 30, L-shaped when viewed through its vertical cross-section as shown such that the pair of bracket holes 31 are defined on the upstanding portion 32 as the upper portion 33 is adapted to be disposed over top of bearing plate 1 and abutting same as shown. As such, the threaded staffs 27 can pass through the bracket holes 31 as angle bracket 30 abuts bearing plate 1.

This application is for use in mines that use what are called T-channels as temporary support in a coal mine while advancing gate entries. The roof is supported initially with two roof bolts attached to the ends of the T-strap. The bolts are installed with a bolting apparatus mounted on the two sides of the continuous miner ahead of the machine operator. This allows the continuous mining machine to advance in one cut a greater distance ahead. After the allotted amount of advancement is reached, the continuous miner backs out and moves to an adjacent entry to do the same. Then a center bolting machine goes into the entry from which the continuous miner exited and proceeds to install a center bolt in the channels to permanently support the roof. In the instant system, the channel is replaced with these two steel threaded staffs 27 with nuts 29 at each threaded end 28 end bolted to the roof with two or more slotted bearing plates 1 which accept the two threaded staffs 27 in parallel. The threaded staffs 27 with angle brackets 30 are tensioned by the bolt operators to give a lifting force to the roof. The center bolter can later bolt the center of the entry and also support the two tensioned threaded staffs 27. By tensioning the two parallel, threaded staffs 27, a higher bending strength can be achieved.

In the embodiment above (FIG. 8A), the bearing plate 1 and angle bracket 30 are separate components. In addition, the bearing plate 1 is undulating and embossed to define the undulating surface 21 and “donut-like” center embossment 34a. Shown by FIG. 8B, contemplated is a bearing plate 1 having a mores substantially flat bearing surface 34 which is thus more planar. The “donut-like” center embossment 34a can be present or not depending on manufacturing needs. In addition, the aforementioned angle bracket (30 in FIG. 8A) in this embodiment is formed integral to bearing plate to thereby form a lip 32, as such transitioning perpendicularly to flat bearing surface 34 to form bearing plate 1 as one piece. Here, lip 3235 would have defined therein the bracket holes 35 in similar manner. If present and as shown, the center embossment 34a with central hole 5 is formed raised from the flat bearing surface 34 extending opposite the lip 32, i.e. oriented away from the side wall 19, whereas lip 32 extends down toward side wall 19 upon positioning.

Example 1

Testing to determine the tensile strength of the fiberglass bolt prototype was conducted. The fiberglass bolt head was used to mimic the loading conditions that would be applied to the system in an underground application. Test results are shown in FIGS. 9 and 10 and are in accordance with ASTM F432-I3 Section 10.4 for Bearing and Header Plates.

Claims

1. A mining bolt system, comprising: a bearing plate having a substantially flat bearing surface, a bottom bearing surface and donut-like center embossment with central hole defined therein, said bearing surface transitioning to form an integral, L-shaped angle bracket transitioning perpendicularly from said bearing surface to form a lip;said center embossment raised from said bearing surface extending opposite said lip;said lip having defined therein a pair of bracket holes;a bolt, said bolt including a rod portion and a bolt head such that said rod portion can pass through said central hole and into a mine roof;a threaded staff, said threaded staff adapted to pass through one of said bracket holes underneath said bearing plate, wherein, in combination, said bearing plate with said lip and said threaded staff can both be tensioned to provide a lifting force against said mine roof.

2. The mining bolt system of claim 1, wherein said bolt consists of glass fiber reinforced polymer (GFRP).

3. The mining bolt system of claim 1, wherein said bolt head is over-molded to said rod portion to form said bolt entirely as a one-piece bolt.

4. The mining bolt system of claim 1, further comprising a nut for use along said threaded staff.

5. A mining bolt system, comprising: one or more bearing plates, each said bearing plate having a top bearing surface and a bottom bearing surface, each said bearing plate having a central hole defined axially therethrough, said bottom bearing surface adapted to abut a side wall of a mine;a bolt, said bolt received through said central hole and self-centering within said bearing plate, thereby securing said bearing plate to said side wall to provide an inward force against said sidewall;an L-shaped angle bracket having an upstanding portion and an upper portion, said upper portion disposed over said top bearing surface and abutting said top bearing surface and said upstanding portion having defined therein a pair of bracket holes;a threaded staff positioned transaxially underneath said bearing plate through at least one of said bracket holes, wherein said threaded staff is adapted to connect more than one of said bearing plates across said side wall to thereby enhance said inward force; and,a nut for use along said threaded staff for further tensioning said threaded staff against said bearing plate.

6. The mining bolt system of claim 5, wherein said bolt consists of glass fiber reinforced polymer (GFRP).

7. The mining bolt system of claim 6, wherein said bolt head is over-molded to said rod portion to form said bolt entirely as a one-piece bolt.