WO2015164909A1 - A telescopic pumpable prop assembly with improved ceiling impact properties - Google Patents

A telescopic pumpable prop assembly with improved ceiling impact properties Download PDF

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Publication number
WO2015164909A1
WO2015164909A1 PCT/AU2015/000250 AU2015000250W WO2015164909A1 WO 2015164909 A1 WO2015164909 A1 WO 2015164909A1 AU 2015000250 W AU2015000250 W AU 2015000250W WO 2015164909 A1 WO2015164909 A1 WO 2015164909A1
Authority
WO
WIPO (PCT)
Prior art keywords
prop
grout
air
outer member
assembly according
Prior art date
Application number
PCT/AU2015/000250
Other languages
French (fr)
Inventor
Craig Douglas BARNETT
Phillip Martin PIKE
Original Assignee
Cougar Can Company Pty Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from AU2014901515A external-priority patent/AU2014901515A0/en
Application filed by Cougar Can Company Pty Ltd filed Critical Cougar Can Company Pty Ltd
Priority to EP15786704.5A priority Critical patent/EP3137739A4/en
Priority to EA201692170A priority patent/EA201692170A1/en
Priority to US15/307,109 priority patent/US10240458B2/en
Priority to AU2015252749A priority patent/AU2015252749B2/en
Publication of WO2015164909A1 publication Critical patent/WO2015164909A1/en
Priority to ZA2016/08192A priority patent/ZA201608192B/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/14Telescopic props
    • E21D15/16Telescopic props with parts held together by positive means, with or without relative sliding movement when the prop is subject to excessive pressure
    • E21D15/18Telescopic props with parts held together by positive means, with or without relative sliding movement when the prop is subject to excessive pressure with one part resting on a supporting medium, e.g. rubber, sand, bitumen, lead, located in the other part, with or without expulsion or displacement of the medium upon excessive pressure
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/14Telescopic props
    • E21D15/16Telescopic props with parts held together by positive means, with or without relative sliding movement when the prop is subject to excessive pressure
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/48Chocks or the like
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G2025/047Shores or struts; Chocks telescopic which telescoping action effected by a piston

Definitions

  • 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.
  • 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.
  • a secondary roof support system such as one embodiment of the previously described prop
  • 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.
  • 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.
  • the wood response alone can result in a softening response which delaminates the strata in the roof mine and, very undesirably, weakens its integrity.
  • a grout fillable prop assembly comprising:
  • a prop including an inner member and an overlapping outer member adapted for movement between a retracted configuration and an extended configuration
  • a pressure relief valve in fluid communication with the interior of the prop
  • 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.
  • an air compressor is placed in communication with the air conduit.
  • an air supply valve is located between the air compressor and an outlet of the conduit for selectively isolating the compressor from the outlet.
  • the assembly may include a grout supply pump coupled to the unidirectional grout inlet.
  • the unidirectional grout inlet includes a one way valve in the form of a lay flat tube.
  • 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.
  • 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.
  • 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.
  • a method for filling a telescopic ceiling support prop including the steps of: bringing the prop from a retracted configuration to an extended configuration wherein the prop abuts a ceiling to be supported;
  • 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.
  • a grout fillable prop assembly comprising
  • a unidirectional grout inlet in an upper part of a sidewall of the outer member to allow grout to pass into the prop, the inner member and the outer member having wall portions and being self-supporting;
  • Figure 1 is an isometric view of a telescopic prop in a retracted configuration according to a preferred embodiment of the invention.
  • Figure 2 is a side view, stylized, of the prop of Figure 1 during a first stage of a method of use according to a preferred embodiment of the present invention.
  • Figure 3A is a side view, stylized, of the prop of Figure 1 during a second stage of the method.
  • Figure 3B is a detailed view of a portion of Figure 3A showing an upwardly angled peripheral grout sealing flange of the inner member.
  • Figure 3C is a plan view of a cross section through the prop along the line A- A' of Figure 1 showing variations in wall thickness of the inner and outer members.
  • Figure 4 is a side view, stylized of the prop of Figure 1 during a third stage of the method.
  • Figure 5 is a side view, stylized of the prop of Figure 1 during a fourth stage of the method.
  • Figure 6 is a side view, stylized of the prop of Figure 1 during a fifth stage of the method.
  • Figure 7 is a side view, stylized of the prop of Figure 1 in an extended configuration and exerting positive pressure between a floor and ceiling subsequent to performance of the method.
  • FIG. 1 there is depicted a prop 1 according to preferred embodiment of the present invention in a retracted (collapsed) configuration located upon a floor 4.
  • the prop 1 comprises an inner member 3 (better seen in figure 3A) having a bottom wall 5 and a side wall 7 over which there is located an outer member 9 or cover having a top wall 11 and a side wall 13.
  • a peripheral seal in the form of an upwardly angled, flange 107 runs around the outside circumference of the inner member 3 towards its upper limit. In use the flange 107 cooperates with the overlap between the upper and lower members to seal pressurised grout within the prop and to prevent it from egressing between the overlap of the inner and outer prop members.
  • 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.
  • 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.
  • 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 side wall 7 of inner member 3 can have a thickness of about 3.5 mm.
  • the bottom wall 5 has a thickness of about 10 mm and the portion 7a of the side wall 7, which is immediately above bottom wall 5 has a thickness of about 6 mm.
  • This thicker sidewall portion 7a has a height of approximately 10-40 cm. The reason for thickening the sidewall will be described in greater detail below.
  • outer member 9 also has a side wall thickness of about 3.5 mm
  • top wall 11 has a thickness of about 10 mm
  • 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 1 1 .
  • 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.
  • 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.
  • each member has a length of approximately 2 m and a diameter of about 900 mm.
  • the overlap and the peripheral sealing flange 107 prevent grout exiting the prop between the inner member and the outer member.
  • 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 1 10 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 Bar (i.e. 600 kPa) though obviously other values may be used depending on the desired operating characteristics of the system.
  • 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.
  • the air compressor 00 is turned on and the air supply valve 110 is opened to allow the air to flow from the compressor, through valve 1 10, though air port 10 and out of the opening 108 into the prop 1. Since the pressure across the relief valve 103 is less than the predetermined release value the relief valve 103 assumes a closed configuration. As the air from the compressor 100 enters the prop it causes the upper prop member 9 to rise until its top wall 1 1 abuts the ceiling 1 12. Once the upper prop 9 has abutted the ceiling 1 12 a suitable retaining arrangement for example duct tape 1 16, may be placed around the join between the upper prop member 9 and the lower prop member 7 as shown in Figure 4.
  • a suitable retaining arrangement for example duct tape 1 16 may be placed around the join between the upper prop member 9 and the lower prop member 7 as shown in Figure 4.
  • the air compressor 100 is then disconnected or turned off and the air supply valve 1 10 is closed as also shown in Figure 4.
  • grout supply pump 1 18 is then switched on so that grout flows through grout conduit 31 , through grout inlet 17, through internal one-way. valve 49 and thence into the interior of prop 1 .
  • 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.
  • 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.
  • 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.
  • 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.
  • the prop As the prop continues to be filled with grout it reaches the top of the upper prop member as shown in Figure 6. At that point some grout enters the opening 108 and then travels out of the prop, through conduit 102 and egresses out of the pressure relief valve 103 thereby providing a visual confirmation that the prop is full of grout.
  • the predetermined release pressure value of the relief valve 103 ensures that the prop is protected from being overpressurised by the grout filling process while providing a specific amount of back pressure. Accordingly, the relief valve 103 ensures that a positive pressure is applied by the prop to the ceiling 112 which is maintained as the grout sets to assume the final configuration shown in Figure 7. It may sometimes be more time efficient to leave the fitting 30, relief valve 103 and air valve 110 in place fitted to the prop rather than remove them as shown in Figure 7.
  • the prop be used in a mining environment it will preferably be made of, or treated with, an anti-static material.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

A grout tillable prop assembly for supporting a ceiling such as the ceiling of an underground mine. The prop assembly comprising an inner member and an outer member adapted for movement between an extended use configuration and a retracted configuration, a unidirectional grout inlet in an upper part of a sidewall of the outer member to allow grout to pass into the prop, the inner member and the outer member having wall portions and being self-supporting, an air conduit through the prop having an opening adjacent an upper limit of the prop, a pressure relief valve coupled to the air conduit whereby the prop is be brought from the retracted configuration to the extended configuration by application of pressurized air through the air conduit and whereby the extended prop is filled with grout via the unidirectional grout inlet.

Description

A TELESCOPIC PUMPABLE PROP ASSEMBLY WITH IMPROVED CEILING IMPACT PROPERTIES
TECHNICAL FIELD
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.
BACKGROUND
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.
SUMMARY OF THE INVENTION
According to a first aspect of the present invention there is provided a grout fillable prop assembly comprising:
a prop including an inner member and an overlapping outer member adapted for movement between a retracted configuration and an extended configuration;
a unidirectional grout inlet through the prop to allow grout to pass to an interior of the prop; and
a pressure relief valve in fluid communication with the interior of the prop;
whereby in the extended position the prop is filled with grout via the unidirectional grout inlet until operation of the pressure relief valve.
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. Preferably an air supply valve is located between the air compressor and an outlet of the conduit for selectively isolating the compressor from the outlet. 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: bringing the prop from a retracted configuration to an extended configuration wherein the prop abuts a ceiling to be supported;
filling the prop in the extended configuration with grout to a predetermined pressure; allowing the grout to set while maintaining the predetermined pressure to thereby apply pressure to the ceiling subsequent to the setting of the grout. 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
an inner member and an outer member adapted for movement between a retracted configuration and an extended configuration;
a unidirectional grout inlet in an upper part of a sidewall of the outer member to allow grout to pass into the prop, the inner member and the outer member having wall portions and being self-supporting;
an air conduit through the prop having an opening adjacent an upper limit of the prop;
a pressure relief valve coupled to the air conduit
whereby the prop is brought from the retracted configuration to the extended configuration by application of pressurized air through the air conduit and whereby the extended prop is filled with grout via the unidirectional grout inlet. BRIEF DESCRIPTION OF THE DRAWINGS
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:
Figure 1. is an isometric view of a telescopic prop in a retracted configuration according to a preferred embodiment of the invention.
Figure 2 is a side view, stylized, of the prop of Figure 1 during a first stage of a method of use according to a preferred embodiment of the present invention.
Figure 3A is a side view, stylized, of the prop of Figure 1 during a second stage of the method.
Figure 3B is a detailed view of a portion of Figure 3A showing an upwardly angled peripheral grout sealing flange of the inner member.
Figure 3C is a plan view of a cross section through the prop along the line A- A' of Figure 1 showing variations in wall thickness of the inner and outer members.
Figure 4 is a side view, stylized of the prop of Figure 1 during a third stage of the method.
Figure 5 is a side view, stylized of the prop of Figure 1 during a fourth stage of the method. Figure 6 is a side view, stylized of the prop of Figure 1 during a fifth stage of the method.
Figure 7 is a side view, stylized of the prop of Figure 1 in an extended configuration and exerting positive pressure between a floor and ceiling subsequent to performance of the method.
DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS Referring now to Figure 1 there is depicted a prop 1 according to preferred embodiment of the present invention in a retracted (collapsed) configuration located upon a floor 4. The prop 1 comprises an inner member 3 (better seen in figure 3A) having a bottom wall 5 and a side wall 7 over which there is located an outer member 9 or cover having a top wall 11 and a side wall 13. As best seen in Figure 3B, a peripheral seal in the form of an upwardly angled, flange 107 runs around the outside circumference of the inner member 3 towards its upper limit. In use the flange 107 cooperates with the overlap between the upper and lower members to seal pressurised grout within the prop and to prevent it from egressing between the overlap of the inner and outer prop members.
With reference to Figure 2 it will be seen that the side wall 13 of outer member 9 substantially overlaps the side wall 7 of inner member 3 so that the overall height of the prop in the retracted configuration shown in Figure 2 is hi as indicated whereas in the extended configuration shown in Figure 3A it is h2 which is quite substantially greater than hi.
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 Figure 3C which is a plan view of a cross section through the prop along the line A-A' of Figure 1 , the side wall 7 of inner member 3 can have a thickness of about 3.5 mm. In the presently described embodiment the bottom wall 5 has a thickness of about 10 mm and the portion 7a of the side wall 7, which is immediately above bottom wall 5 has a thickness of about 6 mm. This thicker sidewall portion 7a has a height of approximately 10-40 cm. The reason for thickening the sidewall will be described in greater detail below.
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 1 1 . 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 figure 3) there will be an overlap between the upper end of the inner member 3 and the lower end of the outer member 9, and this overlap will be about 800 mm in the presently described embodiment.
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 figures 2-7. Referring again to figure 2, there is illustrated an installation fitting 30 which is coupled to the grout inlet 17. 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 Figure 2, while the prop is in the collapsed state.
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 1 10 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 Bar (i.e. 600 kPa) 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 Figure 3A, the air compressor 00 is turned on and the air supply valve 110 is opened to allow the air to flow from the compressor, through valve 1 10, though air port 10 and out of the opening 108 into the prop 1. Since the pressure across the relief valve 103 is less than the predetermined release value the relief valve 103 assumes a closed configuration. As the air from the compressor 100 enters the prop it causes the upper prop member 9 to rise until its top wall 1 1 abuts the ceiling 1 12. Once the upper prop 9 has abutted the ceiling 1 12 a suitable retaining arrangement for example duct tape 1 16, may be placed around the join between the upper prop member 9 and the lower prop member 7 as shown in Figure 4.
The air compressor 100 is then disconnected or turned off and the air supply valve 1 10 is closed as also shown in Figure 4.
Referring now to Figure 5, grout supply pump 1 18 is then switched on so that grout flows through grout conduit 31 , through grout inlet 17, through internal one-way. valve 49 and thence into the interior of prop 1 .
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 Figure 5, it travels through the lay flat plastic tube 49 and causes the plastic tube to be inflated. As soon as the pumping stops, the plastic returns back to the deflated normal flat position stopping the reverse flow of the grout. Another advantage of the lay flat plastic tube 49 is that it causes the grout to flow down into the prop for even filling as opposed to being shot against the opposite wall of the prop. When the prop is filled, the plastic 49 and installation fitting 30 may be left to remain with the prop and the plastic one-way tube that comprises valve 49 becomes embedded in the grout.
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 Figure 6. At that point some grout enters the opening 108 and then travels out of the prop, through conduit 102 and egresses out of the pressure relief valve 103 thereby providing a visual confirmation that the prop is full of grout. The predetermined release pressure value of the relief valve 103 ensures that the prop is protected from being overpressurised by the grout filling process while providing a specific amount of back pressure. Accordingly, the relief valve 103 ensures that a positive pressure is applied by the prop to the ceiling 112 which is maintained as the grout sets to assume the final configuration shown in Figure 7. It may sometimes be more time efficient to leave the fitting 30, relief valve 103 and air valve 110 in place fitted to the prop rather than remove them as shown in Figure 7.
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.

Claims

Claims:
1. A grout tillable prop assembly comprising:
a prop including an inner member and an overlapping outer member adapted for movement between a retracted configuration and an extended configuration;
a unidirectional grout inlet through the prop to allow grout to pass to an interior of the prop; and
a pressure relief valve in fluid communication with the interior of the prop;
whereby in the extended position the prop is filled with grout via the unidirectional grout inlet until operation of the pressure relief valve.
2. An assembly according to claim 1 including 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.
3. An assembly according to any one of the preceding claims, wherein an air compressor is placed in communication with the air conduit.
4. An assembly according to claim 3, wherein an air supply valve is located between the air compressor and an outlet of the conduit for selectively isolating the compressor from the outlet.
5. An assembly according to any one of the preceding claims including a grout supply pump coupled to the unidirectional grout inlet.
6. An assembly according to any one of the preceding claims wherein the unidirectional grout inlet includes a one way valve in the form of a lay flat tube.
7. An assembly according to any one of the preceding claims, wherein end walls and adjacent sidewall portions of each of the inner member and outer member have increased thicknesses relative to a remainder of the sidewalls of each of the inner and outer member.
8. An assembly according to any one of the preceding claims wherein the pressure relieve valve has a predetermined release value 6 Bar.
9. An assembly according to any one of the preceding claims, wherein a peripheral seal runs between overlapping portions of the inner member and the outer member to assist in preventing egress of grout.
10. An assembly according to claim 9, wherein the seal comprises an outwardly and upwardly extending flange around the outside of the inner member and integrally formed therewith.
11. A method for filling a telescopic ceiling support prop including the steps of:
bringing the prop from a retracted configuration to an extended configuration wherein the prop abuts a ceiling to be supported;
filling the prop in the extended configuration with grout to a predetermined pressure;
allowing the grout to set while maintaining the predetermined pressure to thereby apply pressure to the ceiling subsequent to the setting of the grout.
12. A method according to claim 11 , wherein the step of bringing the prop from a retracted configuration to an extended configuration comprises filling the prop with pressurized air.
13. A method according to claim 1 1 or claim 12, wherein the step of filling the prop in the extended configuration with grout to a predetermined pressure is achieved by placing a pressure release valve arranged to operate at the predetermined pressure in fluid communication with an interior of said prop.
14. A method according to claim 13, including monitoring for egress of grout through the pressure release valve and thereupon ceasing filling the prop with grout.
15. A grout tillable prop assembly comprising
an inner member and an outer member adapted for movement between a retracted configuration and an extended configuration;
a unidirectional grout inlet in an upper part of a sidewall of the outer member to allow grout to pass into the prop, the inner member and the outer member having wall portions and being self-supporting;
an air conduit through the prop having an opening adjacent an upper limit of the prop;
a pressure relief valve coupled to the air conduit
whereby the prop is brought from the retracted configuration to the extended configuration by application of pressurized air through the air conduit and whereby the extended prop is filled with grout via the unidirectional grout inlet.
PCT/AU2015/000250 2014-04-28 2015-04-28 A telescopic pumpable prop assembly with improved ceiling impact properties WO2015164909A1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
EP15786704.5A EP3137739A4 (en) 2014-04-28 2015-04-28 A telescopic pumpable prop assembly with improved ceiling impact properties
EA201692170A EA201692170A1 (en) 2014-04-28 2015-04-28 TELESCOPIC PUMPING STAND IN ASSEMBLY WITH IMPROVED CHARACTERISTICS OF RESISTANCE OF CEILING LOADS
US15/307,109 US10240458B2 (en) 2014-04-28 2015-04-28 Telescopic pumpable prop assembly with improved ceiling impact properties
AU2015252749A AU2015252749B2 (en) 2014-04-28 2015-04-28 A telescopic pumpable prop assembly with improved ceiling impact properties
ZA2016/08192A ZA201608192B (en) 2014-04-28 2016-11-25 A telescopic pumpable prop assembly with improved ceiling impact properties

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU2014901515A AU2014901515A0 (en) 2014-04-28 A telescopic pumpable prop system with improved ceiling impact properties
AU2014901515 2014-04-28

Publications (1)

Publication Number Publication Date
WO2015164909A1 true WO2015164909A1 (en) 2015-11-05

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PCT/AU2015/000250 WO2015164909A1 (en) 2014-04-28 2015-04-28 A telescopic pumpable prop assembly with improved ceiling impact properties

Country Status (6)

Country Link
US (1) US10240458B2 (en)
EP (1) EP3137739A4 (en)
AU (1) AU2015252749B2 (en)
EA (1) EA201692170A1 (en)
WO (1) WO2015164909A1 (en)
ZA (1) ZA201608192B (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4249837A (en) * 1978-11-03 1981-02-10 Heintzman GmbH & Co. Method of and apparatus for supporting an overburden
US5143340A (en) * 1989-05-30 1992-09-01 Fosroc International Limited Load support
US5921718A (en) * 1995-04-20 1999-07-13 Kolk; Theodor Prop for use in underground mining or tunnel construction
US6394707B1 (en) * 1997-05-08 2002-05-28 Jack Kennedy Metal Products & Buildings, Inc. Yieldable mine roof support
WO2004053294A1 (en) * 2002-12-06 2004-06-24 Croesus Mining N.L. Height adjustable support prop
WO2011133798A1 (en) * 2010-04-22 2011-10-27 Micon Pumpable support with cladding
WO2012016272A1 (en) * 2010-08-02 2012-02-09 Craig Douglas Barnett An improved prop for mining, construction and the like

Family Cites Families (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE24982E (en) * 1961-05-09 Tubular telescopic column
US1928368A (en) * 1929-12-09 1933-09-26 John T Miller Vehicle carried jack
US2145847A (en) * 1936-12-05 1939-02-07 Charles W Carpenter Multiwheeled vehicle jack and jack holder
GB846392A (en) * 1955-12-30 1960-08-31 Willy Eggemann Improvements in or relating to props, more especially pit props
DE1087098B (en) * 1956-01-27 1960-08-18 Gewerk Eisenhuette Westfalia Progressive expansion for mining operations
GB905379A (en) * 1960-03-23 1962-09-05 Dowty Mining Equipment Ltd Improvements relating to hydraulic mine roof supporting devices
CA917972A (en) * 1968-11-30 1973-01-02 E. Dickey Edward Safety fence support column
US3601996A (en) * 1969-12-30 1971-08-31 Building Equipments Corp Sa Retractable tunnel-type shuttering
US3986697A (en) * 1973-11-21 1976-10-19 Picker Corporation Telescopic column for x-ray apparatus
GB1516637A (en) * 1974-11-23 1978-07-05 Gullick Dobson Ltd Mine roof supports
US4191497A (en) * 1977-07-05 1980-03-04 Gewerkschaft Eisenhutte Westfalia Mine roof supports
US4185940A (en) * 1977-11-08 1980-01-29 Klaus Spies Method and system for supporting a roof
US4332512A (en) * 1979-05-22 1982-06-01 Bochumer Eisenhuette Heintzmann Gmbh & Co. Arrangement for erecting columnar supporting elements for underground excavations
US4274764A (en) * 1979-12-26 1981-06-23 Curry Paul F Mine roof supporting system
DE3041101A1 (en) * 1980-10-31 1982-06-09 Gewerkschaft Eisenhütte Westfalia, 4670 Lünen DEVICE FOR DEGRADING STEEL STORAGE DEPTHS, IN PARTICULAR CARBON, AND METHOD FOR INSERTING THE DISCHARGE DEVICE IN THE STEEPING TARGET
US4676697A (en) * 1985-04-15 1987-06-30 Stafford Frank K Movable roof support and bolter system
US5088385A (en) * 1991-02-19 1992-02-18 Westinghouse Electric Corp. Actuator apparatus with secondary seal motion
DE4316390C1 (en) * 1993-05-17 1994-04-21 Volker Merz Consolidation support for mine or tunnel - has hollow upper and lower support parts, upper part being pushable into lower part, and floor of upper part being formed as plate
US5370427A (en) * 1994-01-10 1994-12-06 General Electric Company Expansion joint for fluid piping with rotation prevention member
DE19647943C1 (en) * 1996-11-20 1998-06-18 Dbt Gmbh Hydraulic double telescopic stamp
US7134634B2 (en) * 2001-02-15 2006-11-14 Samhongsa Co., Ltd. Column unit
US7296784B2 (en) * 2003-12-08 2007-11-20 Actuant Corp. Adjustable height leveling leg
US7914238B2 (en) * 2004-09-20 2011-03-29 Anthony John Spencer Spearing Free standing support
US7296926B2 (en) * 2005-02-28 2007-11-20 Premark Feg L.L.C. Mixer, mixing implement and associated attachment mechanism
US8209911B2 (en) * 2009-08-27 2012-07-03 The United States Of America As Represented By The Secretary Of The Army Hydrostatically enabled structure element (HESE)
US9140026B2 (en) * 2010-08-02 2015-09-22 Cougar Can Company Pty Ltd. Telescopic pumpable props
US20120148350A1 (en) * 2010-12-10 2012-06-14 Kenneth Poulson Mine prop jack and method of prestressing a mine prop
JP5894744B2 (en) * 2011-05-19 2016-03-30 株式会社ニューテックジャパン Assembled tent
US8851805B2 (en) * 2012-08-30 2014-10-07 Burrell Mining Products, Inc. Telescopic mine roof support
DE102013206348A1 (en) * 2013-04-11 2014-10-16 Aktiebolaget Skf Lifting column

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4249837A (en) * 1978-11-03 1981-02-10 Heintzman GmbH & Co. Method of and apparatus for supporting an overburden
US5143340A (en) * 1989-05-30 1992-09-01 Fosroc International Limited Load support
US5921718A (en) * 1995-04-20 1999-07-13 Kolk; Theodor Prop for use in underground mining or tunnel construction
US6394707B1 (en) * 1997-05-08 2002-05-28 Jack Kennedy Metal Products & Buildings, Inc. Yieldable mine roof support
WO2004053294A1 (en) * 2002-12-06 2004-06-24 Croesus Mining N.L. Height adjustable support prop
WO2011133798A1 (en) * 2010-04-22 2011-10-27 Micon Pumpable support with cladding
WO2012016272A1 (en) * 2010-08-02 2012-02-09 Craig Douglas Barnett An improved prop for mining, construction and the like

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP3137739A4 *

Also Published As

Publication number Publication date
AU2015252749A1 (en) 2016-12-15
ZA201608192B (en) 2019-04-24
AU2015252749B2 (en) 2019-05-23
EP3137739A4 (en) 2017-10-18
EP3137739A1 (en) 2017-03-08
US10240458B2 (en) 2019-03-26
EA201692170A1 (en) 2017-03-31
US20170044897A1 (en) 2017-02-16

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