This is the U.S. National Stage of International Application No. PCT/AU2015/000250, filed Apr. 28, 2015, which in turn claims the benefit of and priority to Australian Patent Application No. 2014901515, filed Apr. 28, 2014.
The present invention is directed to improvements in relation to telescopic props that can be filled (pumped) with grout and which have particular use in underground mining.
The discussion of any prior art documents, techniques, methods or apparatus is not to be taken to constitute any admission or evidence that such prior art forms, or ever formed, part of the common general knowledge.
Pumpable props are elongate hollow members that can be filled (pumped) with a settable material such as grout to form a strong load bearing column. It is known for these props to be length adjustable.
A known type of pumpable prop is described in international patent publication WO 2012/016272 by inventor Craig Douglas Barnett. This prop acts as a secondary roof support structure in an environment such as an underground mine.
It has been found that it may be desirable to top off a secondary roof support system, such as one embodiment of the previously described prop, with members such as pieces of timber which are interposed between the top of the prop and the mine ceiling. The use of timber members (or other suitable structures) in this manner will typically “soften” the support response due to the contact compatibility of the timbers with the uneven roof, requiring wedges or small pieces of wood to provide a tight fit. A desirable consequence of the softened support response is that roof convergence can then occur with minimal loss of integrity. In addition, poor construction practices, in which multiple timber layers are placed on top of the roof support system, may provide hinge points that can also reduce the overall stability of the support. When less than full secondary roof support system contact with the roof is achieved, the wood response alone can result in a softening response which delaminates the strata in the roof mine and, very undesirably, weakens its integrity.
It is an object of the present invention to address one or more of the above-described problems or to at least provide a useful alternative to those props and stays that have hitherto been known in the prior art.
According to a first aspect of the present invention there is provided a grout fillable prop assembly comprising:
Preferably the assembly includes an air conduit arranged to supply air to the interior of the prop whereby the prop is brought from the retracted configuration to the extended configuration by application of pressurized air through the air conduit.
In a preferred embodiment of the invention an air compressor is placed in communication with the air conduit.
The assembly may include a grout supply pump coupled to the unidirectional grout inlet.
Preferably the unidirectional grout inlet includes a one way valve in the form of a lay flat tube.
The end walls and adjacent sidewall portions of each of the inner member and outer member may have increased thicknesses relative to a remainder of the sidewalls of each of the inner and outer member.
In a preferred embodiment of the invention the pressure relieve valve has a predetermined release value 6 Bar though other pressures may be used and will be readily arrived at by those skilled in the art, taking into account factors such the amount of positive pressure required, the dimensions and weight of the prop and the type of grout used.
It is preferred that a peripheral seal runs between overlapping portions of the inner member and the outer member to assist in preventing egress of grout.
The seal may comprise an outwardly and upwardly extending flange around the outside of the inner member and integrally formed therewith.
According to a further aspect of the present invention there is provided a method for filling a telescopic ceiling support prop including the steps of:
The step of bringing the prop from a retracted configuration to an extended configuration preferably comprises filling the prop with pressurized air.
The step of filling the prop in the extended configuration with grout to a predetermined pressure may be achieved by placing a pressure release valve arranged to operate at the predetermined pressure in fluid communication with an interior of said prop.
The method may include monitoring for egress of grout through the pressure release valve and thereupon ceasing filling the prop with grout.
According to a further aspect of the invention there is provided a grout fillable prop assembly comprising
Preferred features, embodiments and variations of the invention may be discerned from the following Detailed Description which provides sufficient information for those skilled in the art to perform the invention.
The Detailed Description is not to be regarded as limiting the scope of the preceding Summary of the Invention in any way. The Detailed Description will make reference to a number of drawings as follows:
Referring now to
With reference to
A grout inlet 17 is formed through side wall 13 of the cover to receive substantially non-compressible filler such as concrete or grout. Inlet 17 is located in an upper part of the side wall 13 of outer member 9. Inlet 17, in the particular embodiment, comprises a through hole and is adapted to receive an installation fitting 30 which is removable and which is coupled to a grout supply conduit 31.
The inner member 3 and outer member 9 preferably have wall portions with plastic properties and in the particular embodiment, the entire inner member and the entire outer member is made of the same plastic material. Various plastic materials are envisaged to provide plastic properties to the sidewalls 7, 13 of the inner member and the outer member. These plastic materials may include thermoplastics such as polythenes and particularly polyethylenes and polyhexenes. In the particular embodiment, the inner member 3 and the outer member 9 comprise a linear low density polyethylene such as MOCROLENE M11 UV R02 manufactured by Martogg & Company, Australia.
The various dimensions of the presently described exemplary embodiment will now be discussed. It will of course be realized that these are simply provided as non-limiting examples and other dimensions may be possible and preferred depending on the envisaged application.
With reference to
Each member is substantially identical in construction and therefore outer member 9 also has a side wall thickness of about 3.5 mm, top wall 11 has a thickness of about 10 mm and a portion 13a of wall 13 has a thickness of about 6 mm. The thicker side wall portion 13a is immediately below the top wall 11. Of course, the inner member 3 has a slightly smaller diameter to the outer member 9 to enable the inner member to slide inside the outer member between the retracted configuration and the extended configuration.
The above described arrangement of the thickened top and bottom walls and thickened side wall portions provides sufficient rigidity and strength to the inner member 3 and the outer member 9 to enable the members (and therefore the prop) to be self-supporting and not to simply collapse under its own weight prior to grout being pumped into the prop. Of course, an alternative would be to make the overall walls of each member thicker but that would use more material and is less preferred. The 6 mm thicker upper side wall portion 13a coincides with grout inlet 17 which means that the wall defining inlet 17 has a thickness of 6 mm this making it more suitable for attachment by the installation fitting 30 which will be described in greater detail below.
In this particular embodiment, each member has a length of approximately 2 m and a diameter of about 900 mm. When extended (see
The overlap and the peripheral sealing flange 107 prevent grout exiting the prop between the inner member and the outer member.
Reference will now be made to the improved filling of the prop, and in particular reference will be made to
The grout inlet 17 may be initially taped over by a removable tape to prevent dirt and debris from entering into inlet 17 and also to prevent the inlet from being damaged. The prop (comprising the outer member 9 and the inner member 3) is carried by two workers into the required position, shown in
The upper member 9 is also formed with an air port 10 therethrough. An air compressor 100 is coupled to the air port 10 via conduit 102. An air supply valve 110 is placed in line in the conduit 102. A pressure relief valve 103 (or as it is often referred to herein simply a “relief valve”) is also coupled to the conduit 102 and hence to the air port 10. Accordingly the air pressure relief valve is in fluid communication with the air conduit. The relief valve 103 is configured to be in a closed state until the pressure on the air port 10 side of the valve 103 is at least a predetermined amount higher than on the outlet side 105 of the relief valve. In one embodiment of the invention the predetermined release pressure is 6 psi though obviously other values may be used depending on the desired operating characteristics of the system.
Internally, the air port 10 is coupled to a pipe 106 which has an opening 108 that is adjacent the upper internal wall 11 of the upper prop member 9.
Referring now to
As the air from the compressor 100 enters the prop it causes the upper prop member 9 to rise until its top wall 11 abuts the ceiling 112.
Once the upper prop 9 has abutted the ceiling 112 a suitable retaining arrangement for example duct tape 116, may be placed around the join between the upper prop member 9 and the lower prop member 7 as shown in
The air compressor 100 is then disconnected or turned off and the air supply valve 110 is closed as also shown in
Referring now to
The one-way valve 49, in the present embodiment, comprises a length of lay flat plastic tube. One end of the plastic is attached to the inside portion of the grout inlet 17. In other embodiments it could instead have one end of the plastic tube attached to the inside portion of the installation fitting 30.
Consequently, the grout inlet 17 is unidirectional since while grout can pass through it into the prop grout is prevented from passing back out due to the one-way valve 49.
In the presently described embodiment the one-way valve comprises a length of lay flat plastic having a diameter of about 100 mm and a length of about 30 cm.
As grout is pumped into the prop, as shown in
The plastic one-way valve 49 also functions as a one-way valve during the earlier use of compressed air to extend the prop thereby preventing air exiting through port 17 as the pressurized air is applied through port 10.
The prop can be filled with a suitable grout material. The flow rate is approximately 165 L per minute although this can vary to suit. This enables the prop to be filled in approximately 12 min. This of course can vary and it is envisaged that different customers will have different requirements for the amount of weight that the prop need to hold for a desired amount of time and this can vary and so too the make up or strength of the grout to suit. A non-limiting grout that may be suitable for some applications, such as in underground mine ceiling support, is CMT Grout 1:1 water/powder ratio manufactured by Minova Australia.
During the grout filling process air is forced back through the opening 108. Since the air is under greater pressure than the release pressure value of the relief valve 103, the air proceeds out through the relief valve 103. Accordingly, the exhaust of all air pockets within the prop is achieved via the relief valve 103.
As the prop continues to be filled with grout it reaches the top of the upper prop member as shown in
Since the grout within the prop 1 sets while pressurized the inner and outer prop members continue to exert force against the ground and ceiling 112 respectively. Accordingly, the ceiling integrity and delamination problem that was discussed earlier is addressed.
Where it is envisaged that the prop be used in a mining environment it will preferably be made of, or treated with, an anti-static material.
It will be realized that it is most convenient to bring the prop from the retracted configuration to the extended configuration by applying pressurized air as has been explained. However, in other embodiments the prop could be brought to the extended configuration by manually lifting the outer member 9. The filling of the prop with the grout so that the prop exerts positive pressure on the ceiling would then proceed in the fashion that has previously been described.
In compliance with the statute, the invention has been described in language more or less specific to structural or methodical features.
The term “comprises” and its variations, such as “comprising” and “comprised of” is used throughout in an inclusive sense and not to the exclusion of any additional features.
It is to be understood that the invention is not limited to specific features shown or described since the means herein described comprises preferred forms of putting the invention into effect.
The invention is, therefore, claimed in any of its forms or modifications within the proper scope of the appended claims appropriately interpreted by those skilled in the art.
Number | Date | Country | Kind |
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2014901515 | Apr 2014 | AU | national |
Filing Document | Filing Date | Country | Kind |
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PCT/AU2015/000250 | 4/28/2015 | WO | 00 |
Publishing Document | Publishing Date | Country | Kind |
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WO2015/164909 | 11/5/2015 | WO | A |
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Entry |
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International Search Report and Written Opinion of the International Searching Authority, dated Jul. 1, 2015, for corresponding International Application No. PCT/AU2015/000250, 11 pages. |
Number | Date | Country | |
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20170044897 A1 | Feb 2017 | US |