US20200040725A1 - Rapid development mobile canopy for underground mining - Google Patents

Rapid development mobile canopy for underground mining Download PDF

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Publication number
US20200040725A1
US20200040725A1 US16/338,984 US201716338984A US2020040725A1 US 20200040725 A1 US20200040725 A1 US 20200040725A1 US 201716338984 A US201716338984 A US 201716338984A US 2020040725 A1 US2020040725 A1 US 2020040725A1
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Prior art keywords
roof
tunnel
canopy
walls
mobile
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Abandoned
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US16/338,984
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English (en)
Inventor
Ronald P. Elliott
Bryan Kelso
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Nordic Minesteel Technologies Inc
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Nordic Minesteel Technologies Inc
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Priority to US16/338,984 priority Critical patent/US20200040725A1/en
Assigned to NORDIC MINESTEEL TECHNOLOGIES INC. reassignment NORDIC MINESTEEL TECHNOLOGIES INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: KELSO, Bryan, ELLIOTT, Ronald P.
Publication of US20200040725A1 publication Critical patent/US20200040725A1/en
Abandoned legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D23/00—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor
    • E21D23/0004—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor along the working face
    • E21D23/0013—Frame type supports
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21C—MINING OR QUARRYING
    • E21C37/00—Other methods or devices for dislodging with or without loading
    • E21C37/06—Other methods or devices for dislodging with or without loading by making use of hydraulic or pneumatic pressure in a borehole
    • E21C37/14—Other methods or devices for dislodging with or without loading by making use of hydraulic or pneumatic pressure in a borehole by compressed air; by gas blast; by gasifying liquids
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D19/00—Provisional protective covers for working space
    • E21D19/04—Provisional protective covers for working space for use in drifting galleries
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D23/00—Mine roof supports for step- by- step movement, e.g. in combination with provisions for shifting of conveyors, mining machines, or guides therefor
    • E21D23/04—Structural features of the supporting construction, e.g. linking members between adjacent frames or sets of props; Means for counteracting lateral sliding on inclined floor
    • E21D23/0418—Positioning devices and stabilizing means for the props

Definitions

  • This application relates to the field of mining, and more specifically, to a rapid development mobile canopy (or rapid advance shield) for underground mining.
  • the batch drill-and-blast method has definite advantages in highly stressed grounds where seismic activity is prevalent. Blasting can be used to proactively initiate the seismic release of energy and the combination of pinned mesh coverage allows for surface expansion before rigid shotcrete support is added for long term stability.
  • the batch drill-and-blast method can be broken down into three stages: removal of broken rock from the heading; face-advance activities, which include drilling holes and loading explosives; and, ground support (i.e., roof and wall support) installation.
  • face-advance activities which include drilling holes and loading explosives
  • ground support i.e., roof and wall support
  • the process of installing ground support is the most-time consuming component of this method and given the challenging safety and stability conditions encountered in deep mining, the quality of the final installation of this component should not be compromised. In fact, in some cases, protection from instabilities at the face may also have to be provided.
  • FIG. 1 is a side view illustrating a mobile canopy in use in accordance with the prior art.
  • FIG. 2 is a side view and a front view illustrating the mobile canopy of FIG. 1 in accordance with the prior art.
  • FIG. 3 is a side view and a front view further illustrating the mobile canopy of FIGS. 1 and 2 in accordance with the prior art.
  • batch drill-and-blast mining involves essentially three activities, which can be broadly categorized as: 1) removal of broken rock from the heading; 2) face production; and 3) ground support.
  • the horizontal mining tunnel in which work is taking place and where workers are present may be referred to as the “drift”.
  • the “tunnel face” is the part of the mine where advancement of the mining tunnel or drift takes place. Typically, this will consist of the vertical rock surface at the end of the drift.
  • the “heading of the drift” is that portion of the mine near the tunnel face which contains the broken rock following a blast.
  • the heading comprises the roof, walls, and ground surfaces of the drift. Removal of broken rock from the heading occurs after the explosives embedded in the tunnel face have been detonated. This step is referred to as “mucking”.
  • a mobile canopy 1 is brought into position in the drift 2 at or near the heading 3 .
  • the mobile canopy 1 provides shelter for the workers underneath, so that face production and ground support activities can take place simultaneously or nearly simultaneously.
  • Face production activities include drilling or boring holes in the tunnel face and packing the same with explosives.
  • the face production activities may also include forms of sampling to determine one or more characteristics of the rock structure.
  • the protection provided by the mobile canopy allows for ground supporting activities to take place at the same time as the face production crew is at work.
  • Ground support activities typically involve applying shielding to the roof and wall surfaces of the drift to protect against random rock falls or rock bursts.
  • the shielding may be in the form of mesh coverage, which is standard in the industry.
  • the shielding is attached to the roof and wall surfaces of the drift using standard techniques, such as rock bolting or doweling.
  • the ground support activities take place behind the mobile canopy, or in some cases, can involve part of the mobile canopy. Having the mobile canopy positioned at or near the heading allows for face production work to proceed before the ground support activities have been completed. Traditionally, the heading would have to be secured before the face production crew could enter and begin work. However, as taught by Morrison, the mobile canopy provides protection to the face production crew while the ground support crew performs its activities. This arrangement allows for more rapid turnaround between blasts.
  • the mobile canopy 1 of Morrison includes a covered structure comprising a plurality of vertical supports 10 connected to a frame 11 that supports a shield 12 .
  • the mobile canopy 1 comprises at least two covered structures 5 , 6 , each covered structure comprising a plurality of vertical supports 10 connected to a frame 11 that supports a shield 12 .
  • three covered structures 5 , 6 , 61 are provided, each structure connected to its neighbour by interconnected rings 60 .
  • the vertical supports 10 are provided to support the frame 11 and position it near the roof of the drift. Since the main purpose of the mobile canopy 1 is to protect workers and machines positioned underneath the canopy from falling rock, the vertical supports 10 are made from a material that is strong enough to support such an impact. As such, steel is a preferred material for the supports. In one embodiment, the vertical supports 10 are capable of being lengthened so that the height of the mobile canopy 1 can be adjusted to accommodate irregularities in the height of the drift. For example, hydraulic or screw jacks or pneumatic cylinders 20 can be provided within the vertical supports 10 or attached thereto to allow for adjustment of the length of the supports 10 .
  • the vertical supports 10 of the mobile canopy 1 can also be connected to wheels 21 to allow movement of the canopy 1 within the drift.
  • the vertical supports 10 may engage rails provided in the drift to permit movement of the canopy 1 .
  • the engagement of the vertical supports 10 and the rails may occur through the wheels provided on the supports.
  • lateral movement of the covered structures 5 , 6 , 61 can be limited by including lateral supports 62 on the vertical supports 10 or the frame 11 . Similar to the vertical supports 10 , the lateral supports 62 are capable of being lengthened to accommodate irregularities in the width of the drift 2 .
  • a vertical support 10 will be positioned at each corner of the frame to provide adequate support to the covered structure.
  • additional support may be achieved by positioning a leg 50 along each longitudinal side of the frame central to the two vertical supports 10 .
  • a plurality of legs 50 may be provided interspaced between the two corner vertical supports 10 .
  • vertical supports 10 are provided on two of the four corners of one of the covered structures, and the back portion of the covered structure is supported by the vertical supports 10 of the second covered structure.
  • the vertical supports 10 are connected to a frame 11 , which supports a shield 12 .
  • the frame consists of two longitudinal sides 30 and may be interconnected by at least cross members 32 positioned on or near either end of the longitudinal sides 30 .
  • the overall strength and support of the canopy 1 can be improved by providing additional cross members 32 between the two end cross member 32 sections.
  • longitudinal supports 63 can be provided to connect adjacent cross members 32 as shown in FIG. 3 .
  • the cross members 32 are arced to allow for rocks to roll off the shield 12 in the event a rock comes into contact with the shield 12 .
  • the various elements of the frame 11 are also preferably made from steel.
  • a shield 12 overlays the frame 11 .
  • the shield 12 can also be hung from the frame 11 .
  • the shield 12 is preferably made from mesh coverage, which is typically used in the mining industry to support the roof and walls of the drift 2 .
  • the shielding material may include 4 inch welded wire mesh, (#6 or #4 gauge) or chain link mesh of similar gauge.
  • the shield 12 can comprise a plurality of longitudinal supports 63 in order to provide a more permanent form of protection and support.
  • wall shielding 40 may also be provided on the longitudinal sides of the covered structures 5 , 6 .
  • the wall shielding 40 may be extended from the longitudinal sides 30 of the frame 11 to or near the floor of the drift 2 or may be extended to a height between the floor of the drift 2 and the frame 11 .
  • the wall shielding 40 can be made of a similar material as provided for the shield 12 , i.e., mesh coverage or longitudinal supports 63 , or a combination of materials may be used depending on the situation.
  • front facing shielding 42 may be provided from one of the end cross members 32 on the frame 11 .
  • the front facing shielding 42 prevents or limits the possibility of injury from rock displacements that occur at the tunnel face.
  • the front facing shielding 42 can be made from the same material as used for the shield 12 or may be a chain mesh that is hung from the end cross member 32 of the frame 11 .
  • the mobile canopy 1 comprises at least two covered structures 5 , 6 .
  • the mobile canopy 1 includes three independent covered structures 5 , 6 , 61 as shown in FIG. 3 .
  • the covered structures 5 , 6 , 61 can be connected to allow each structure 5 , 6 , 61 to travel freely in the drift 2 .
  • the two structures 5 , 6 can be permanently connected, but hinged to allow each structure 5 , 6 to move independently from each other.
  • the structures 5 , 6 can be both permanently and releasably connected by interconnected rings 60 , which are attached to the frame 11 of each structure 5 , 6 , 61 .
  • the structure ( 5 or 61 ) closest to the face can be provided with front facing shielding 42 as described above.
  • curtains 64 can be provided between the covered structures 5 , 6 , 61 to prevent overhead debris from entering the protection of the mobile canopy 1 .
  • the curtains 64 are heavy material having some slack in order to gather any debris that might fall from overhead.
  • the covered structure 5 that is positioned nearest the heading is covered by mesh sheets 1.3 m by 4 m, lengthwise so there is some overlap between the two covered structures 5 , 6 .
  • the leading covered structure 61 i.e., the one positioned closest to the heading 3 , may be provided so that the frame 11 and wall shielding 40 are more permanently connected to vertical supports 10 .
  • longitudinal supports 63 connecting the cross members 32 and the vertical supports 10 provide a more permanent and solid structure.
  • both covered structures 5 , 6 can have identical characteristics, it is preferred that at least the structure 6 farthest from the tunnel face be provided so that the shield 12 can be detached from the frame 11 and used in the ground support activities.
  • the shield 12 is detached from the frame 11 and bolted to the roof of the drift 2 .
  • the second covered structure 6 will comprise of standard mesh width-wise across the drift, so as to enable the normal installation of mesh and pattern reinforcement.
  • the wall shielding 40 can be detached from the frame 11 and/or vertical supports 10 and used to support the walls of the drift 2 .
  • the covered structure ( 5 or 61 ) that is positioned closest to the heading 3 will have shielding that is meant to only be removed when damaged.
  • this structure may also have detachable shielding that can be used in ground support activities.
  • a mobile canopy for use in a tunnel, comprising: first and second opposing and spaced walls; a curved (or arched) roof coupled between the first and second walls; first and second skis mounted to respective bottoms of the first and second walls, the skis adapted to slide the mobile canopy about a floor of the tunnel; wherein the curved roof slopes downward from a front end of the mobile canopy toward a back end of the mobile canopy, the front end of the mobile canopy for positioning adjacent to a face of the tunnel; wherein the curved roof is movable between a first position proximate a roof of the tunnel and a second position spaced from the roof of the tunnel; and, wherein the first and second walls are movable between respective first positions proximate respective walls of the tunnel and respective second positions spaced from the walls of the tunnel.
  • a method for advancing a tunnel face in an underground mine comprising: blasting the tunnel face with explosives; removing debris generated by the blasting from a heading of the tunnel; positioning a mobile canopy (or rapid advance shield) at or near the heading; drilling holes in the tunnel face and packing the holes with additional explosives; and, securing the tunnel from inside the mobile canopy;
  • the mobile canopy includes: first and second opposing and spaced walls; a curved (or arched) roof coupled between the first and second walls; first and second skis mounted to respective bottoms of the first and second walls, the skis adapted to slide the mobile canopy about a floor of the tunnel; wherein the curved roof slopes downward from a front end of the mobile canopy toward a back end of the mobile canopy, the front end of the mobile canopy for positioning adjacent to the tunnel face; wherein the curved roof is movable between a first position proximate a roof of the tunnel and a second position spaced from the roof of the tunnel; and, wherein
  • FIG. 1 is a side view illustrating a mobile canopy in use in accordance with the prior art
  • FIG. 2 is a side view and a front view illustrating the mobile canopy of FIG. 1 in accordance with the prior art
  • FIG. 3 is a side view and a front view further illustrating the mobile canopy of FIGS. 1 and 2 in accordance with the prior art
  • FIG. 4 is a front perspective view illustrating a mobile canopy system (or rapid advance shield system) in accordance with an embodiment of the application;
  • FIG. 5 is a front perspective detail view illustrating a rail on an arced segment of a roof rafter of a face canopy in accordance with an embodiment of the application;
  • FIG. 6 is a front view illustrating a face canopy in a vertically and horizontally extended position and with a curtain in a retracted position in accordance with an embodiment of the application;
  • FIG. 7 is a front view illustrating the face canopy of FIG. 6 with the curtain in an extended position in accordance with an embodiment of the application;
  • FIG. 8 is a top view illustrating a roof of a face canopy in accordance with an embodiment of the application.
  • FIG. 9 is a detail view illustrating a lock (e.g., a mechanical lock) of a hinged roof panel of the roof of the face canopy of FIG. 8 in accordance with an embodiment of the application;
  • a lock e.g., a mechanical lock
  • FIG. 10 is a side view illustrating a ski mounted to the bottom ends of the studs of a wall of a face canopy in accordance with an embodiment of the application;
  • FIG. 11 is a side view illustrating the face canopy of FIG. 1 in position adjacent to a tunnel face in accordance with an embodiment of the application;
  • FIG. 12 is a front perspective view illustrating a chain curtain installed between canopies in accordance with an embodiment of the application.
  • FIG. 13 is a front view illustrating a face canopy in a vertically and horizontally contracted position in accordance with an embodiment of the application.
  • the rapid development canopy (or mobile canopy or mobile canopy system or rapid advance shield) 100 of the present application allows for safe and accelerated drift excavation, thereby accelerating mine construction and increasing value by reducing the time to first production. Reducing the cost or time of drift development may also reduce overall mining costs.
  • the rapid development canopy system 100 of the present application is designed to increase development rates by improving utilization of the advancing tunnel face 1110 .
  • the canopy system 100 enables the execution of parallel excavation activities at the face 1110 , with the development drill drilling the next round, while ground support is being installed behind. This reduces the development cycle time, thereby improving development productivity.
  • FIG. 4 is a front perspective view illustrating a mobile canopy system (or rapid advance shield system) 100 in accordance with an embodiment of the application.
  • the mobile canopy system 100 may include: a first or “face” canopy (or shield) 110 , the face canopy 110 having a front end 111 and a back end 112 ; a second or “jumbo” canopy (or shield) 120 having a front end 121 and a back end 122 , the front end 121 of the jumbo canopy 120 removably coupled to the back end 112 of the face canopy 110 ; and, a third or “bolting” canopy (or shield) 130 having a front end 131 and a back end 132 , the front end 131 of the bolting canopy 130 removably coupled to the back end 122 of the jumbo canopy 120 .
  • the mobile canopy system 100 may consist of three canopies (or shields) 110 , 120 , 130 ; two 110 , 120 that provide temporary protection for the jumbo drill/operator, and the other 130 to support the back and wall areas of the tunnel 1100 for screening and bolting activities.
  • each of the canopies 110 , 120 , 130 is designed to be modular and easily assembled and disassembled. This is achieved by creating a modular and bolt together assembly that requires no field welding.
  • the longest component of each canopy 110 , 120 , 130 is less than 12 feet in length so that all components may be transported in a standard cage to the drift 2 or tunnel face 1110 .
  • each canopy for example the face canopy 110 , includes: a first or left side wall 113 ; a second or right side wall 114 , the second wall 114 opposing and spaced from the first side wall 113 ; and, a roof 115 coupled (e.g., bolted, etc.) between and supported by the first and second side walls 113 , 114 .
  • Each of the canopies 110 , 120 , 130 may be custom designed to fit any drift size up to approximately 5 meters wide by approximately 5 meters high, for example.
  • Each of the canopies 110 , 120 , 130 is designed to expand and collapse approximately 1 meter in both the horizontal and vertical directions for transport and to adjust to drift size.
  • the canopy system 100 incorporates rollers and rails on each post and rafter.
  • the canopies 110 , 120 , 130 may be both lifted and expanded with cylinders or actuators (e.g., hydraulic cylinders or actuators) and respective control systems.
  • FIG. 6 is a front view illustrating a face canopy 110 in a vertically and horizontally extended position 601 , 605 and with a curtain 600 in a retracted position 603 in accordance with an embodiment of the application.
  • FIG. 7 is a front view illustrating the face canopy 110 of FIG. 6 with the curtain 600 in an extended position 604 in accordance with an embodiment of the application.
  • FIG. 13 is a front view illustrating a face canopy 110 in a vertically and horizontally contracted position 602 , 606 in accordance with an embodiment of the application.
  • FIG. 5 is a front perspective detail view illustrating a rail 500 on an arced segment 320 of a roof rafter 300 of a face canopy 110 in accordance with an embodiment of the application.
  • the first and second walls 113 , 114 include a number (e.g., 8) of spaced legs, studs, or posts 200 coupled (e.g., bolted, etc.) at a lower end 201 to a respective ski 1010 , 1020 and at an upper end 202 to a respective rafter 300 of the roof 115 .
  • Each post 200 includes at least two segments 210 , 220 that are slidably coupled by a respective rail and roller mechanism.
  • An actuator or hydraulic cylinder 270 may be used to vertically expand and contract each post 200 by moving the post segments 210 , 220 vertically away or toward each other.
  • each wall 113 , 114 may be vertically expanded and contracted thus raising and lowering the height of the roof 115 between extended and contracted positions 601 , 602 .
  • Wall panels 250 formed from metal mesh, metal screen, metal bars, or solid plates may be mounted between adjacent posts 200 along with cross supports 260 to the walls 113 , 114 .
  • the roof 115 includes a number (e.g., 8) of spaced and arched (or curved) rafters 300 that are coupled (e.g., bolted, etc.) at a first or left side to an upper end 202 of a respective post 200 of the first or left wall 113 and at a second or right side to an upper end 202 of a respective post 200 of the second or right wall 114 .
  • Each rafter 300 includes at least two arced (or curved) segments 310 , 320 , 330 that are slidably coupled by a respective rail 500 and roller mechanism.
  • An actuator or hydraulic cylinder 870 may be used to horizontally expand and contract each rafter 300 by moving the rafter segments 310 , 320 , 330 away or toward each other.
  • the roof 115 may be horizontally expanded and contracted thus narrowing and widening the width (i.e., the spacing between the walls 113 , 114 ) of the canopy 110 between expanded and contracted positions 605 , 606 .
  • the rafters 300 may be flat rather than arched or curved.
  • the face canopy 110 includes a curtain (e.g., a chain curtain, etc.) 600 mounted over the open front end 111 to be adjacent to the tunnel face 1110 .
  • the curtain 600 may be moved from an extended position 603 to a retracted position 604 during mucking and is robust enough to survive damage from drilling.
  • FIG. 8 is a top view illustrating a roof 115 of a face canopy 110 in accordance with an embodiment of the application.
  • FIG. 9 is a detail view illustrating a lock (e.g., a mechanical lock) 900 of a hinged roof panel 800 of the roof 115 of the face canopy 110 of FIG. 8 in accordance with an embodiment of the application.
  • the roof 115 is arched or curved upwards so as to allow the roof 115 to expand to as tightly to the drift or tunnel roof 1120 as possible.
  • the arched or curved shape of the roof 115 improves the shedding (i.e., by gravity) of rocks and loose material from the roof 115 .
  • At least the face and jumbo canopies 110 , 120 have hinged roof panels 800 mounted between rafters 300 which may be opened to shed loose material from the roof 115 .
  • the hinged roof panels 800 have mechanical locks 900 which may be operated by stick by personal from within 1300 the canopy 110 , 120 to unlock and open the hinged panels 800 to facilitate the shedding of loose material.
  • the hinged roof panels 800 are shown in their closed positions 801 in FIG. 8 .
  • the roof 115 may also include non-openable, non-hinged roof panels 810 where appropriate.
  • the roof panels 800 , 810 may be mounted between rafters 300 along with cross supports 820 to complete the roof 115 .
  • the roof panels 800 , 810 may be formed from parallel metal bars, metal mesh, metal screen, solid plates, etc.
  • the walls 113 , 114 of each canopy 110 , 120 may be similarly constructed.
  • FIG. 10 is a side view illustrating a ski 1010 mounted to the bottom ends 201 of the studs 200 of a wall 113 of a face canopy 110 in accordance with an embodiment of the application.
  • each canopy 110 , 120 , 130 includes a ski (e.g., a solid ski, etc.) 1010 , 1020 with a curved bottom 1011 , 1021 mounted to the bottom of each wall (e.g., 113 , 114 ) to allow the canopy (e.g., 110 ) to be slid, skidded or dragged over uneven ground such as that of a tunnel floor 1150 .
  • a ski e.g., a solid ski, etc.
  • each ski 1010 , 1020 allows for movement in any direction (i.e., forward, backward, side-to-side, etc.).
  • Each canopy 110 , 120 , 130 is adapted to be pulled by chains or cables mounted or coupled to the skis 1010 , 1020 (e.g., via respective eyelets 1030 ). This provides the operator with both steering control as well as a clear view.
  • FIG. 11 is a side view illustrating the face canopy 110 of FIG. 1 in position adjacent to a tunnel face 1110 in accordance with an embodiment of the application.
  • the face canopy 110 has a tapered or sloped roof 115 in order to allow for full perimeter drilling while still offering full protection.
  • the roof 115 slopes downward from the front end 111 of the face canopy 110 toward the back end 112 of the face canopy 110 .
  • FIG. 12 is a front perspective view illustrating a chain curtain 1200 installed between canopies 110 , 120 , 130 in accordance with an embodiment of the application.
  • a respective curtain e.g., a chain curtain, etc.
  • FIG. 12 is a front perspective view illustrating a chain curtain 1200 installed between canopies 110 , 120 , 130 in accordance with an embodiment of the application.
  • a respective curtain e.g., a chain curtain, etc.
  • each of the three canopies 110 , 120 , 130 is designed to withstand a dynamic load equivalent to a large rock burst and the required static load equivalent to or greater than standard rock support.
  • the mobile canopy system (or rapid advance shield system) 100 is assembled in a tunnel 1100 of a mine and the face canopy 110 is coupled to jumbo canopy 120 which is in turn coupled to the bolting canopy 130 .
  • the canopies 110 , 120 , 130 may be slide about in the tunnel 1110 on the skis 1010 , 1020 mounted to the bottom of each canopy 110 , 120 , 130 .
  • the front end 111 of the face canopy 110 is then slide into position adjacent to the face 1110 of the tunnel 1100 .
  • Hydraulic cylinders (e.g., 270 ) mounted in the walls 113 , 114 of each canopy (e.g., 110 ) are operated to extend the walls 113 , 114 and hence raise the arched or curved roof (e.g., 115 ) of each canopy 110 into an extended position 605 proximate the roof 1120 of the tunnel 1100 .
  • hydraulic cylinders (e.g., 870 ) mounted in the roof 115 of each canopy 110 are operated to extend the roof 115 and push the walls 113 , 114 of each canopy 110 into respective extended positions 601 proximate the walls 1130 , 1140 of the tunnel 1110 .
  • the chain curtain 600 mounted over the front end 111 of the face canopy 110 may then be raised to allow mining operations to begin at the tunnel face 1110 by miners or operators safely positioned within 1300 the canopy 110 .
  • operators within 1300 the canopy 110 may unlock and open the hinged roof panels 800 provided in the roof 115 to remove the loose material.
  • a mobile canopy e.g., a face canopy 110 for use in a tunnel 1100 , comprising: first and second opposing and spaced walls 113 , 114 ; a curved (or arched) roof 115 coupled between the first and second walls 113 , 114 ; first and second skis 1010 , 1020 mounted to respective bottoms (e.g., 201 ) of the first and second walls 113 , 114 , the skis 1010 , 1020 adapted to slide the mobile canopy 110 about a floor 1150 of the tunnel 1100 ; wherein the curved roof 115 slopes downward from a front end 111 of the mobile canopy 110 toward a back end 112 of the mobile canopy 110 , the front end 111 of the mobile canopy 110 for positioning adjacent to a face 1110 of the tunnel 1100 ; wherein the curved roof 115 is movable between a first position 605 proximate a roof 1120 of the tunnel 1100 and a second position 60
  • the above mobile canopy 110 may further include a curtain 600 mounted over a front end 111 of the canopy 110 , the curtain 600 movable from an extended position 603 covering the front end 111 of the canopy 110 to a retracted position 604 uncovering the front end 110 of the canopy 110 .
  • the mobile canopy 110 may further include at least one actuator 270 mounted in each of the first and second walls 113 , 114 and operable to extend and contract the first and second walls 113 , 114 and hence move the roof 115 between the first position 601 proximate the roof 1120 of the tunnel 1100 and the second position 602 spaced from the roof 1120 of the tunnel 1100 .
  • the mobile canopy 110 may further include at least one actuator 870 mounted in the roof 115 and operable to extend and contract the roof 115 and hence move the first and second walls 113 , 114 between the respective first positions 605 proximate the respective walls 1130 , 1140 of the tunnel 1100 and the respective second positions 606 spaced from the walls 1130 , 1140 of the tunnel 1100 .
  • the first and second walls 113 , 114 may include one or more spaced vertical or approximately vertical studs 200 .
  • Each stud 200 may include a first segment 210 slidably coupled to a second segment 220 thereby allowing the first and second walls 113 , 114 to be extended and contracted 601 , 602 .
  • the roof 115 may include one or more spaced rafters 300 .
  • Each rafter 300 may include at least two curved segments 310 , 320 , 330 that are slidably coupled to each other thereby allowing the roof 115 to be extended and contracted 605 , 606 .
  • the roof may include at least one hinged roof panel 800 openable from inside 1300 the canopy 110 .
  • the at least one hinged rood panel 800 may include at least one respective lock 900 for securing the at least one hinged roof panel 800 in a closed position 801 .
  • a method for advancing a tunnel face 1110 in an underground mine comprising: blasting the tunnel face 1110 with explosives; removing debris generated by the blasting from a heading 3 of the tunnel 1100 ; positioning a mobile canopy (e.g., a face canopy) 110 at or near the heading 3 ; drilling holes in the tunnel face 1110 and packing the holes with additional explosives; and, securing the tunnel 1100 from inside the mobile canopy 110 ; wherein the mobile canopy 110 includes: first and second opposing and spaced walls 113 , 114 ; a curved (or arched) roof 115 coupled between the first and second walls 113 , 114 ; first and second skis 1010 , 1020 mounted to respective bottoms (e.g., 201 ) of the first and second walls 113 , 114 , the skis 1010 , 1020 adapted to slide the mobile canopy 110 about a floor 1150 of the tunnel 1100 ; wherein the curved roof 115 slopes downward
  • the mobile canopy 110 may further include a curtain 600 mounted over a front end 111 of the canopy 110 , the curtain 600 movable from an extended position 603 covering the front end 111 of the canopy 110 to a retracted position 604 uncovering the front end 110 of the canopy 110 .
  • the mobile canopy 110 may further include at least one actuator 270 mounted in each of the first and second walls 113 , 114 and operable to extend and contract the first and second walls 113 , 114 and hence move the roof 115 between the first position 601 proximate the roof 1120 of the tunnel 1100 and the second position 602 spaced from the roof 1120 of the tunnel 1100 .
  • the mobile canopy 110 may further include at least one actuator 870 mounted in the roof 115 and operable to extend and contract the roof 115 and hence move the first and second walls 113 , 114 between the respective first positions 605 proximate the respective walls 1130 , 1140 of the tunnel 1100 and the respective second positions 606 spaced from the walls 1130 , 1140 of the tunnel 1100 .
  • the first and second walls 113 , 114 may include one or more spaced vertical or approximately vertical studs 200 .
  • Each stud 200 may include a first segment 210 slidably coupled to a second segment 220 thereby allowing the first and second walls 113 , 114 to be extended and contracted 601 , 602 .
  • the roof 115 may include one or more spaced rafters 300 .
  • Each rafter 300 may include at least two curved segments 310 , 320 , 330 that are slidably coupled to each other thereby allowing the roof 115 to be extended and contracted 605 , 606 .
  • the roof may include at least one hinged roof panel 800 openable from inside 1300 the canopy 110 .
  • the at least one hinged rood panel 800 may include at least one respective lock 900 for securing the at least one hinged roof panel 800 in a closed position 801 .

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US16/338,984 2016-10-17 2017-10-16 Rapid development mobile canopy for underground mining Abandoned US20200040725A1 (en)

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US201662409366P 2016-10-17 2016-10-17
US16/338,984 US20200040725A1 (en) 2016-10-17 2017-10-16 Rapid development mobile canopy for underground mining
PCT/CA2017/000223 WO2018072005A1 (fr) 2016-10-17 2017-10-16 Auvent mobile à développement rapide pour exploitation minière souterraine

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113756853A (zh) * 2021-07-31 2021-12-07 山东省煤田地质规划勘察研究院 一种深井软岩层冲击地压防护装置
CN117738713A (zh) * 2024-02-21 2024-03-22 中国矿业大学(北京) 一种适用于切顶卸压自动成巷用挡矸结构、装置及方法

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US3280572A (en) * 1964-03-12 1966-10-25 Patricia L Hatton Tunnelling method and apparatus
US3922866A (en) * 1974-07-08 1975-12-02 Charles W Benning Workmen{3 s cage for excavation work
US4143991A (en) * 1978-05-24 1979-03-13 Frank Stafford Mine roof support system
US4274764A (en) * 1979-12-26 1981-06-23 Curry Paul F Mine roof supporting system
US4441838A (en) * 1983-01-03 1984-04-10 Metalex Element for tunnel-type metal shuttering
US4710064A (en) * 1985-04-15 1987-12-01 Stafford Frank K Movable roof support and bolter system
US5306099A (en) * 1990-10-29 1994-04-26 Caledonian Mining Company Limited Mine tunnel support system
US7540693B2 (en) * 2005-08-24 2009-06-02 Dbt Gmbh Method for pillar recovery in chamber-and-pillar working and tubbing unit for pillar recovery
US20150086272A1 (en) * 2012-04-26 2015-03-26 Xinbin Li Self-moving tunnel support canopy
US20150211367A1 (en) * 2012-09-27 2015-07-30 Centre For Excellence In Mining Innovation Drill and blast method and apparatus for the same
US10443381B2 (en) * 2015-05-28 2019-10-15 Gms Mine Repair And Maintenance, Inc. Adjustable mine ventilation system and method

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US4102661A (en) * 1977-03-03 1978-07-25 Bell Telephone Laboratories, Incorporated Caustic ray use of the drawdown zone of an optical fiber preform to control the drawing of the fiber

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3280572A (en) * 1964-03-12 1966-10-25 Patricia L Hatton Tunnelling method and apparatus
US3922866A (en) * 1974-07-08 1975-12-02 Charles W Benning Workmen{3 s cage for excavation work
US4143991A (en) * 1978-05-24 1979-03-13 Frank Stafford Mine roof support system
US4274764A (en) * 1979-12-26 1981-06-23 Curry Paul F Mine roof supporting system
US4441838A (en) * 1983-01-03 1984-04-10 Metalex Element for tunnel-type metal shuttering
US4710064A (en) * 1985-04-15 1987-12-01 Stafford Frank K Movable roof support and bolter system
US5306099A (en) * 1990-10-29 1994-04-26 Caledonian Mining Company Limited Mine tunnel support system
US7540693B2 (en) * 2005-08-24 2009-06-02 Dbt Gmbh Method for pillar recovery in chamber-and-pillar working and tubbing unit for pillar recovery
US20150086272A1 (en) * 2012-04-26 2015-03-26 Xinbin Li Self-moving tunnel support canopy
US20150211367A1 (en) * 2012-09-27 2015-07-30 Centre For Excellence In Mining Innovation Drill and blast method and apparatus for the same
US10443381B2 (en) * 2015-05-28 2019-10-15 Gms Mine Repair And Maintenance, Inc. Adjustable mine ventilation system and method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113756853A (zh) * 2021-07-31 2021-12-07 山东省煤田地质规划勘察研究院 一种深井软岩层冲击地压防护装置
CN117738713A (zh) * 2024-02-21 2024-03-22 中国矿业大学(北京) 一种适用于切顶卸压自动成巷用挡矸结构、装置及方法

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CA2998001A1 (fr) 2018-04-17
CA2998001C (fr) 2019-02-26

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