WO2018040738A1 - 矿山采场溜井出料口底部承载、堵塞疏通装置 - Google Patents

矿山采场溜井出料口底部承载、堵塞疏通装置 Download PDF

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Publication number
WO2018040738A1
WO2018040738A1 PCT/CN2017/092096 CN2017092096W WO2018040738A1 WO 2018040738 A1 WO2018040738 A1 WO 2018040738A1 CN 2017092096 W CN2017092096 W CN 2017092096W WO 2018040738 A1 WO2018040738 A1 WO 2018040738A1
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Prior art keywords
plate
aggregate
bearing
vibration
leakage preventing
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PCT/CN2017/092096
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English (en)
French (fr)
Inventor
李绪伦
皮佐武
张羽林
李绪方
叶剑
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贵州铁鳄矿山装备制造有限公司
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Publication of WO2018040738A1 publication Critical patent/WO2018040738A1/zh

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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D88/00—Large containers
    • B65D88/54—Large containers characterised by means facilitating filling or emptying
    • B65D88/64—Large containers characterised by means facilitating filling or emptying preventing bridge formation
    • B65D88/66—Large containers characterised by means facilitating filling or emptying preventing bridge formation using vibrating or knocking devices
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D88/00—Large containers
    • B65D88/26—Hoppers, i.e. containers having funnel-shaped discharge sections
    • B65D88/28—Construction or shape of discharge section

Definitions

  • the invention relates to the field of mining equipment, in particular to a device for carrying and blocking a bottom of a discharge opening of a mine stopway.
  • the mine exiting well-carrying aggregate outlet section is generally surrounded by several inclined concrete faces to form a ladder-type discharge port.
  • the treatment method is manual chiseling, blasting treatment or waiting for natural dredging.
  • the labor intensity is high and the efficiency is low.
  • the blasting damages the bottom structure equipment greatly, and there are serious safety hazards. Natural dredging seriously affects production.
  • the quick, convenient and efficient treatment of the blockage of the sluice block is the best way to improve the passability, use efficiency and safe and efficient production.
  • the object of the present invention is to provide a load-carrying and clogging device at the bottom of a discharge opening of a mine stophole, which replaces the conventional ladder-type aggregate outlet portion which is surrounded by several inclined concrete faces, and the mine exits the well.
  • the bottom loading and blocking device of the material inlet can not only carry the pressure of the storage material in the sliding well, but also generate vibration when the sluice of the chute discharge port is simultaneously or separately operated to start the aggregate vibration motor, thereby effectively promoting the discharge of materials.
  • the clogging has a good dredging effect, and can effectively and safely solve the problem that the chute discharge port is blocked and the production is affected.
  • the utility model relates to a bottom loading and blocking device for a discharge stop of a mine stophole, which is characterized in that it comprises a support frame seat, a bearing aggregate vibration plate and a vibration motor, wherein the support frame seat is a frame structure and is welded by a plurality of support beams.
  • the plurality of load-bearing aggregate vibration plates are disposed on the inner side of the support frame, and the plurality of load-collecting vibration plates and the support frame jointly form a tapered funnel structure, and the vibration motor has a plurality of The number is the same as that of the load-bearing aggregate vibration plate, and a plurality of the vibration motors are respectively mounted on the outer sides of the plurality of load-bearing aggregate vibration plates.
  • the plurality of support beams of the support frame include a right lower horizontal beam, Right front inclined beam, right upper horizontal longitudinal beam, right rear inclined beam, rear lower horizontal beam, rear left inclined beam, rear upper horizontal beam, rear right inclined beam, lower left horizontal longitudinal beam, left front oblique beam, upper left horizontal longitudinal beam and left rear a diagonal beam, the right lower horizontal longitudinal beam, the right front oblique beam, the right upper horizontal longitudinal beam and the right rear inclined beam are welded to each other to form a right side support structure, the rear lower horizontal beam, the rear left oblique beam, the rear upper horizontal beam and the rear The right diagonal beams are welded to each other to form a rear support structure, and the left lower horizontal longitudinal beam, the left front inclined beam, the upper left horizontal longitudinal beam and the left rear inclined beam are welded to each other to form a left side support structure, the right side support structure, the rear support structure and the left side
  • the side support structures are sequentially connected to form the support frame seat; the right lower horizontal longitudinal beam
  • the load-bearing aggregate vibrating plate has three and respectively a right-hand carrying aggregate vibrating plate, a rear-bearing aggregate vibrating plate, and a left-side carrying aggregate vibrating plate, the right
  • the side bearing aggregate vibration plate, the rear bearing aggregate vibration plate and the left bearing aggregate vibration plate are respectively provided with an earthquake-resistant reinforcing structure, and the seismic strengthening structure is provided with a right side seat plate, a rear base plate and a left a side machine seat plate;
  • the vibration motor of the right side carrying aggregate vibration plate is connected to the right side of the right side of the aggregate vibration plate base plate by bolts, and the vibration motor of the rear bearing aggregate vibration plate is connected to the rear by bolts
  • the vibration plate motor of the aggregate vibration plate is connected to the base plate of the rear vibration plate by the bolt;
  • the right-hand bearing aggregate vibration plate is disposed on the right-side support frame structure, and the rear-bearing aggregate vibration plate is disposed on the rear support frame structure.
  • the left side carrying aggregate vibration plate is disposed on the left side support frame structure;
  • the bearing aggregate vibration plate is provided with a vibration drop resistance limiting device on the support frame seat, and the vibration drop resistance limiting device is fixedly connected to the bearing aggregate vibration plate by bolts.
  • the right side support structure frame is provided with a right side buffer support structure, and the right side load aggregate vibration plate is disposed on the right side buffer support structure;
  • the rear support structure frame a rear cushioning support structure is disposed on the rear cushioning support structure;
  • the left side support structure frame is provided with a left side buffer support structure, and the left side load aggregate vibration plate is disposed
  • the left side buffer support structure, the rear cushion support structure, and the left side buffer support structure each include a plurality of buffer seats.
  • the device further includes a leakage preventing device, the leakage preventing device includes an upper leakage preventing structure, a rear side leakage preventing structure, a front side leakage preventing structure, and the rear side leakage preventing structure.
  • the first leakage preventing structure is disposed between the right carrying aggregate vibration plate and the rear bearing aggregate vibration plate, and is disposed between the rear bearing aggregate vibration plate and the left bearing aggregate vibration plate
  • the second leakage preventing structure comprises: a third leakage preventing structure disposed on the edge of the right side carrying aggregate vibration plate away from the rear carrying aggregate vibration plate and the front inner wall of the chute, and a vibration collecting plate disposed on the left carrying aggregate vibrating plate a fourth leakage preventing structure that carries the edge of the aggregate vibrating plate and the inner wall of the chute before the rear; the upper horizontal leakproof structure is disposed at Carrying and blocking between the upper wellbore of the dredging device and the vibrating plate carrying the aggregate.
  • the first leakage preventing structure includes a right side leakage preventing plate and a first rear leakage preventing plate, and the right leakage preventing plate and the first rear leakage preventing plate are long strips.
  • the curved plate is disposed on the edge of the right side carrying aggregate vibration plate near the rear carrying aggregate vibration plate
  • the first rear leakage prevention plate is disposed on the rear side of the aggregate vibration plate near the right side Carrying the edge of the aggregate vibration plate, the right leakage prevention plate and the first rear leakage prevention plate overlap each other and do not contact each other, and the first leakage prevention plate and the first rear leakage prevention plate are disposed between a sealing strip
  • the second leakage preventing structure comprises a left leakage preventing plate and a second rear leakage preventing plate, wherein the left leakage preventing plate and the second rear leakage preventing plate are long curved plates, the left The side leakage preventing plate is disposed on an edge of the left side carrying aggregate vibration plate near the rear carrying aggregate vibration plate, and the second rear
  • the third leakage preventing structure includes a left side edge plate and a left side bending plate, and the left side edge plate is disposed on the left side carrying aggregate vibration plate near the chute An edge of the wall, the left bent plate is embedded in the sidewall of the slide, and a third sealing strip is disposed between the other side and the left edge panel;
  • the fourth leakproof structure includes a right edge panel and a right side a bent plate, the right edge plate is disposed on an edge of the right side carrying aggregate vibration plate near the chute wall, the right side bent plate is embedded into the chute wall, and the other side and the right edge plate are A fourth sealing strip is provided between them.
  • the upper horizontal leakage preventing structure comprises three fixed sealing seats and three mounting sealing frames, and the three fixed sealing seats are respectively disposed on the concrete of the top of the supporting frame.
  • the three mounting sealing brackets are fixedly mounted on the outer edge of the vibrating plate on the outer side of the contact sealing surface of the fixed sealing seat, and the three fixed sealing seats and the three mounting sealing brackets are corresponding to each other, corresponding to each other.
  • a fifth sealing strip is disposed between the fixed sealing seat and the mounting sealing frame.
  • a method for carrying and blocking the bottom of the discharge opening of the mine stopway adopting the above-mentioned bearing and blocking device at the bottom of the discharge opening of the mine stophole, including:
  • the right vibration motor is separately activated to drive the vibration of the right-hand aggregate vibration plate, or the left vibration motor is separately activated to drive the vibration of the left-side aggregate vibration plate, or the rear vibration motor is separately activated to drive the rear-bearing aggregate vibration.
  • the plate vibrates.
  • the method further includes simultaneously starting any two of the right vibration motor, the left vibration motor, and the rear vibration motor to be activated.
  • the vibration plate of the state vibrates in the aggregate vibration plate.
  • the method further includes: simultaneously starting the right vibration motor, the left vibration motor, and the rear vibration motor to cause the right side carrying aggregate vibration plate The left bearing aggregate vibration plate and the rear bearing aggregate vibration plate vibrate at the same time.
  • the bottom bearing and blocking device of the discharge shaft of the mine stophole adopts a support frame to support a plurality of structures carrying the aggregate vibration plate, instead of the conventional ladder-type aggregate outlet portion which is surrounded by several inclined concrete faces.
  • the bottom bearing and blocking device of the discharge shaft of the mine stopway not only can carry the pressure of the storage material in the slip well, but also can start the vibration of the vibration plate on the bearing aggregate at the same time or separately when the plugging at the chute discharge port occurs.
  • the motor generates vibration, which promotes the accumulation or clogging of the material at the bottom of the discharge port to be efficiently and quickly fallen into the vibration discharge machine to be uniformly discharged, effectively unblocking the chute discharge port to ensure normal production. At the same time, it can completely eliminate the damage caused by artificial blasting to surrounding equipment and the safety hazard caused by blasting, and make up for the defects of the prior art.
  • FIG. 1 is a schematic structural view showing a device for carrying and blocking a dredging device at the bottom of a discharge opening of a mine stophole according to an embodiment of the present invention
  • FIG. 2 is a top view of a device for carrying and blocking a dredging device at the bottom of a discharge opening of a mine stophole according to an embodiment of the present invention
  • Figure 3 is an enlarged view of a portion A of Figure 2;
  • FIG. 4 is a left side view of a device for carrying and blocking a bottom of a discharge opening of a mine stopway according to an embodiment of the present invention
  • FIG. 5 is a front elevational view showing a device for carrying and blocking a bottom of a discharge opening of a mine stophole according to an embodiment of the present invention
  • FIG. 6 is a right side view of a device for carrying and blocking a bottom of a discharge opening of a mine stophole according to an embodiment of the present invention
  • FIG. 7 is a schematic view showing the installation of a load-carrying device at the bottom of a discharge opening of a mine stophole in a mine;
  • FIG. 8 is a schematic diagram of a mounting structure of a vibration drop blocking device according to an embodiment of the present invention.
  • FIG. 9 is a schematic view showing the installation of the bottom loading and blocking device of the mine stopway at the other end of the mine provided by the embodiment of the present invention.
  • Figure 10 is a cross-sectional view taken along line A-A of Figure 9.
  • the right side carries the aggregate vibration plate 400; the right leakage plate 410;
  • the left side carries the aggregate vibration plate 600; the left side leakage plate 610;
  • the vibration drop blocking device 900 The vibration drop blocking device 900.
  • connection should be understood broadly, and may be fixed connection, for example, or may be The connection is disassembled or connected integrally; it may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and may be internal communication between the two elements.
  • the above terms can be understood by a person of ordinary skill in the art. The specific meaning in the present invention.
  • the embodiment provides a bottom loading and blocking device for a mine exit, which includes a support frame, a bearing aggregate vibration plate, and a vibration motor.
  • the support frame is a frame structure and is assembled by a plurality of support beams welded to the installation module after heat treatment, and the welding has the characteristics of simple processing and stable connection.
  • the plurality of bearing aggregate vibration plates are flat and each of the plurality of carrier aggregate vibration plates is disposed on the inner wall of the support frame. The plurality of bearing aggregate vibration plates and the support frame together constitute a tapered funnel structure.
  • the vibration motor has a plurality of the same number and the same as the carrier aggregate vibration plate, and the plurality of vibration motors are respectively corresponding to the plurality of bearing aggregate vibration plates, and the plurality of vibration motors are respectively installed on the plurality of aggregate-collecting vibration plates.
  • the vibration motor On the outer wall.
  • the plurality of support beams include a right lower horizontal longitudinal beam 100, a right front oblique beam 110, a right upper horizontal longitudinal beam 120, a right rear inclined beam 130, a rear lower horizontal beam 200, a rear left oblique beam 210, and a rear upper horizontal beam 220.
  • rear right inclined beam 230 lower left horizontal longitudinal beam 300, left front inclined beam 310, upper left horizontal longitudinal beam 320 and left rear inclined beam 330, right lower horizontal longitudinal beam 100, right front oblique beam 110, right upper horizontal longitudinal beam 120 and right rear
  • the diagonal beams 130 are welded to each other to form a right side support structure
  • the rear lower horizontal beam 200, the rear left oblique beam 210, the rear upper horizontal beam 220 and the rear right inclined beam 230 are welded to each other to form a rear support structure, a lower left horizontal longitudinal beam 300 and a left front oblique beam.
  • the upper left horizontal longitudinal beam 320 and the left rear diagonal beam 330 are welded to each other to form a left side support structure, and the right side support structure, the rear support structure and the left side support structure are sequentially connected to form a support frame.
  • the horizontal longitudinal beam 300, the left front diagonal beam 310, the upper left horizontal longitudinal beam 320, and the left rear diagonal beam 330 can adopt various structures.
  • the support beams are all I-beam structures.
  • the support beam of the I-beam structure has the characteristics of light weight and high strength, and can reduce its own weight while ensuring the strength of the support frame.
  • the above-mentioned plurality of aggregate vibration plate support beams can also adopt other structural profiles, such as hollow round pipes, square steel, etc., and reinforced concrete support seats can also be used, and the specific scheme is determined according to actual conditions.
  • the load-bearing aggregate vibrating plate has three and is respectively a right-hand carrying aggregate vibrating plate 400, a rear-bearing aggregate vibrating plate 500, and a left-side carrying aggregate vibrating plate 600, and the right-hand carrying aggregate vibrating plate 400 is disposed at On the inner wall of the right side support structure, the rear bearing aggregate vibration plate 500 is disposed on the inner wall of the rear support structure, and the left side load aggregate vibration plate 600 is disposed on the inner wall of the left side support structure.
  • the anti-blocking device is installed at the discharge port of the mine stopway.
  • the installation method is as shown in Fig. 7-8.
  • the ends of the plurality of support beams are embedded in the surrounding concrete structure, and the rear side of the support structure is also provided.
  • the two supports the column, and the two auxiliary support columns are inclined, one end is against the rear of the anti-blocking device, and the other end is embedded in the concrete structure.
  • the working principle of the anti-blocking device is as follows: under normal circumstances, the anti-blocking device only serves as a collecting aggregate funnel, and carries the aggregate to transport the ore; when the plugging at the outlet of the chute occurs, the vibrating motor is started, and the vibrating motor respectively drives The vibration of the aggregate vibration plate is carried, and the vibration is effectively promoted to adhere to the inner wall of the vibration plate of the load-bearing aggregate or the material blocked on the vibration plate of the load-bearing aggregate falls into the falling hopper and the vibration discharge machine, thereby effectively clearing the blocked well. Feed port to avoid continuous blockage of the discharge port.
  • the above-mentioned carrier aggregate vibration plate can adopt various plates.
  • the right side load aggregate vibration plate 400, the rear load aggregate vibration plate 500, and the left load bearing aggregate vibration plate 600 are all wear resistant. board.
  • the wear plate is an existing product, which has excellent wear resistance, can effectively resist the wear of materials, prolong the service life of the vibration plate supported by the aggregate, and ensure the normal operation of the anti-blocking device.
  • the vibration motor has three and is a right vibration motor 240, a rear vibration motor, and a left vibration motor 340.
  • the right vibration motor 240 is disposed on the outer wall of the right side carrying aggregate vibration plate 400, and the rear vibration motor is disposed.
  • the left side vibration motor 340 is disposed on the outer wall of the left side carrying aggregate vibration plate 600.
  • the right side support structure is provided with a right side buffer support structure
  • the right side load aggregate vibration board 400 is disposed on the right side buffer support structure
  • the rear support structure is provided with a rear cushion support structure.
  • the structure, the rear bearing aggregate vibration plate 500 is disposed on the rear cushion support structure
  • the left side support structure is provided with a left side buffer support structure
  • the left side load aggregate vibration plate 600 is disposed on the left side buffer support structure.
  • the buffer support structure may be in various forms.
  • the right side buffer support structure, the rear side buffer support structure, and the left side buffer support structure each include a plurality of buffer seats 700, and a plurality of buffers.
  • the seats 700 are evenly arranged along the length of each of the support beams.
  • the cushioning seat 700 is mature in technology and has excellent shock absorbing effect.
  • the buffering seat 700 is connected to the bearing aggregate vibration plate, which can effectively reduce the impact of the bearing aggregate vibration plate on the support frame seat, thereby ensuring the stability of the support frame seat and extending The service life of the support base.
  • the seismic reinforcement structure and the seismic strengthening structure are welded on the outer wall of the right-hand bearing aggregate vibration plate 400, the rear bearing aggregate vibration plate 500, and the left-side load-collecting vibration plate 600. It is welded by a number of interlaced sections.
  • the purpose of providing seismic strengthening is to improve the mechanical strength of the right-hand bearing aggregate vibration plate 400, the rear load-bearing aggregate vibration plate 500, and the left-side load-bearing aggregate vibration plate 600, thereby effectively extending the use of the above three load-bearing aggregate vibration plates.
  • the service life ensures that the anti-blocking device can work stably and reliably.
  • the right side of the aggregate vibration plate 400, the rear load-bearing aggregate vibration plate 500, and the left-side load-collecting vibration plate 600 are respectively provided with a right-side base plate , the rear base plate and the left base plate, the right vibration motor 240 is bolted to the right base plate, and the rear vibration motor is bolted to The rear side carries the aggregate vibrating plate 500, and the left side vibrating motor 340 is disposed on the left side carrying aggregate vibrating plate 600.
  • the purpose of installing the above vibration motor by bolts is that the structure is simple and can be disassembled, which is convenient for maintenance and replacement of the vibration motor.
  • the bearing aggregate vibration plate is provided with a vibration drop resistance limiting device 900, and the vibration drop resistance limiting device 900 is fixedly connected to the bearing aggregate vibration plate by bolts.
  • the limiting device is configured to restrict the aggregate vibrating plate from jumping or erroneously operating in the vibration processing, so that the aggregate vibrating plate can jump in a certain range of the vertical vibrating plate surface, and does not move away from the buffer supporting structure.
  • the device further includes a leakage preventing device, wherein the leakage preventing device comprises an upper leakage preventing structure, a rear side leakage preventing structure, and a front side leakage preventing structure
  • the rear leakage preventing structure includes a first leakage preventing structure disposed between the right carrying aggregate vibration plate 400 and the rear bearing aggregate vibration plate 500, and the rear bearing aggregate vibration plate 500 and the left bearing a second leakage preventing structure between the aggregate vibrating plates 600;
  • the front side leakage preventing structure comprises a third leakage preventing structure disposed on the right side carrying aggregate vibration plate 400 near the edge of the front wall of the spiritual environment and disposed on the left bearing set
  • the material vibrating plate is adjacent to the fourth leakage preventing structure at the edge of the front wall of the chute.
  • the first leakage preventing structure includes a right side leakage preventing plate 410 and a first rear leakage preventing plate 510, a right leakage preventing plate 410 and a first rear leakage preventing plate.
  • the plates 510 are all strip-shaped curved plates, and the right side leakage preventing plate 410 is disposed on the edge of the right-hand carrying aggregate vibration plate 400 near the rear carrying aggregate vibration plate 500, and the first rear leakage preventing plate 510 is disposed at the rear bearing.
  • the aggregate vibration plate 500 is adjacent to the edge of the right side of the aggregate vibration plate 400, and the right side leakage prevention plate 410 and the first rear leakage prevention plate 510 overlap each other and do not contact each other, and the right side leakage preventing plate 410 and the first rear side a first sealing strip is disposed between the leakage preventing plates 510;
  • the second leakage preventing structure comprises a left leakage preventing plate 610 and a second rear leakage preventing plate 520, and the left leakage preventing plate 610 and the second rear leakage preventing plate 520 are all long curved plates, left
  • the side leakage preventing plate 610 is disposed on the edge of the left carrying aggregate vibration plate 600 near the rear carrying aggregate vibration plate 500
  • the second rear leakage preventing plate 520 is disposed on the rear carrying aggregate vibration plate 500 near the left carrying aggregate vibration plate
  • the edge of the 600, the left leakage preventing plate 610 and the second rear leakage preventing plate 520 overlap each other and do not contact each other, and a second sealing strip is disposed between the left leakage preventing plate 610 and the second rear leakage preventing plate 520;
  • the third leakage preventing structure comprises a left edge plate and a left side bending plate, and the left edge plate is disposed on the left side of the bearing aggregate vibration plate 600 away from the edge of the rear bearing aggregate vibration plate 500, and the left side is bent.
  • the side of the plate is embedded in the wall of the chute, and a third sealing strip is disposed between the other side and the left edge plate.
  • the fourth leakage preventing structure includes a right edge plate and a right side bending plate, and the right edge plate is disposed on the right side bearing set.
  • the material vibrating plate 400 carries the edge of the aggregate vibrating plate 500 away from the rear side, and the right side bent plate is embedded in the chute wall, and a fourth sealing strip is disposed between the other side and the right side edge plate;
  • the upper horizontal leakproof structure comprises three fixed sealing seats and three mounting sealing frames, three fixed sealing seats are respectively disposed on the sliding wall of the top of the supporting frame, and the three mounting sealing frames are respectively disposed on the bearing set Upper side of the vibrating plate The edge, the three fixed sealing seats and the three mounting sealing frames are in one-to-one correspondence, and a fifth sealing strip is disposed between the corresponding fixed sealing seat and the mounting sealing frame.
  • the bottom loading and blocking device of the discharge shaft of the mine stophole adopts a support frame to support a plurality of structures carrying the aggregate vibration plate.
  • the aggregate vibration plate can be carried. Vibration, which promotes efficient, rapid and uniform discharge of materials, effectively unblocks the plugging at the discharge port of the shaft, ensures normal production, and can effectively avoid damage to surrounding equipment such as explosive blasting, eliminating the labor intensity of manual chiseling. It is inefficient and has great security risks, filling the gaps in existing technologies.
  • the embodiment provides a bottom loading and blocking clogging system for the mine exit chute.
  • the bottom bearing and blocking clogging device of the mine exit chute as described in Embodiment 1 is included.
  • the right rear auxiliary support beam includes a right rear auxiliary support beam grip for holding the right rear inclined beam and a right rear auxiliary support beam bracket connected to the right rear auxiliary support beam gripper
  • the left rear auxiliary support beam includes a left rear auxiliary support beam grip for holding the left rear inclined beam and a left rear auxiliary support beam bracket connected to the left rear auxiliary support beam grip.
  • the chute for accommodating the bottom loading and blocking device of the discharge shaft of the mine stophole is arranged at the discharge port of the chute, and the discharge port of the chute is arranged with the upper wellbore, the middle wellbore and the lower part in the material conveying direction.
  • a wellbore wherein the diameter of the middle wellbore is larger than the diameter of the upper wellbore and the lower wellbore, and the load-bearing and plugging dredging device is disposed in the middle wellbore, and the upper opening of the carrying and blocking dredging device is larger than the diameter of the upper wellbore to completely undertake the lowering of the upper wellbore
  • the material to be conveyed; the lower opening of the load-carrying and blocking device is smaller than the diameter of the lower wellbore and the edge portion extends into the lower wellbore to completely transfer the material carried therein into the lower well.
  • the upper wellbore, the middle wellbore and the lower wellbore are all formed by reinforced concrete pouring, and the steel beam support seat of the bearing and blocking dredging device is partially embedded in the concrete to locate the bearing, the relative positional relationship between the dredging device and the chute.

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  • Mechanical Engineering (AREA)
  • Jigging Conveyors (AREA)
  • Combined Means For Separation Of Solids (AREA)

Abstract

一种矿山采场溜井出料口底部承载、堵塞疏通装置，包括支撑架座、承载集料振动板以及振动电机，支撑架座为框架结构且由多根支撑梁焊接而成，也可用钢筋混凝土基础浇筑而成，承载集料振动板有多个且均设置于支撑架座的内侧，多个承载集料振动板和支撑架座共同构成锥形漏斗结构，振动电机有多个且数量与承载集料振动板相同，多个振动电机分别安装于多个承载集料振动板的外侧。该装置可承载溜井内存储物料，可以疏通被堵塞的溜井出料口，同时可以消除人工撬凿或爆破产生的安全隐患。

Description

矿山采场溜井出料口底部承载、堵塞疏通装置
相关申请的交叉引用
本申请要求于2016年08月30日提交中国专利局的优先权号为2016107645641、名称为“矿山采场溜井出料口底部承载、堵塞疏通装置”的中国专利申请的优先权，其全部内容通过引用结合在本申请中。
技术领域
本发明涉及矿山设备领域，具体而言，涉及一种矿山采场溜井出料口底部承载、堵塞疏通装置。
背景技术
目前，矿山采场溜井承载集料出口部一般由几个倾斜的混凝土面收缩围成梯斗型出料口，物料在溜井的输送出料过程中，经常发生积底或者棚块堵塞，传统的处理方式就是人工撬凿、爆破处理或者等待自然垮落疏通，人工撬凿劳动强度大、效率低，爆破对底部结构设备损坏较大，存在严重的安全隐患，自然垮落疏通则严重影响生产。采用快速、方便、高效地处理溜井积底棚块堵塞是提高溜井通过能力、使用效率、实现安全高效生产的最佳方法。
发明内容
本发明的目的在于提供一种矿山采场溜井出料口底部承载、堵塞疏通装置，替代传统的由几个倾斜的混凝土面收缩围成的梯斗型集料出口部，该矿山采场溜井出料口底部承载、堵塞疏通装置不仅能够承载溜井内存储物的压力，还能在溜井出料口发生堵塞时，同时或单独操作启动集料板振动电机产生振动，从而有效促进物料的排出，对堵塞具有良好的疏通效果，可以高效安全地解决溜井出料口堵塞影响生产的问题。
本发明的实施例是这样实现的：
一种矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，包括支撑架座、承载集料振动板以及振动电机，所述支撑架座为框架结构且由多根支撑梁焊接而成，所述承载集料振动板有多个且均设置于所述支撑架座的内侧，多个承载集料振动板和所述支撑架座共同构成锥形漏斗结构，所述振动电机有多个且数量与所述承载集料振动板相同，多个所述振动电机分别安装于多个所述承载集料振动板的外侧。
进一步地，本发明较佳的实施方式中，所述支撑架座的多根支撑梁,包括右下水平纵梁、 右前斜梁、右上水平纵梁、右后斜梁、后下水平横梁、后左斜梁、后上水平横梁、后右斜梁、左下水平纵梁、左前斜梁、左上水平纵梁以及左后斜梁，所述右下水平纵梁、右前斜梁、右上水平纵梁以及右后斜梁相互焊接形成右侧支撑结构，所述后下水平横梁、后左斜梁、后上水平横梁以及后右斜梁相互焊接形成后方支撑结构，所述左下水平纵梁、左前斜梁、左上水平纵梁以及左后斜梁相互焊接形成左侧支撑结构，所述右侧支撑结构、后方支撑结构以及左侧支撑结构依次连接从而形成所述支撑架座；所述右下水平纵梁、右前斜梁、右上水平纵梁、右后斜梁、后下水平横梁、后左斜梁、后上水平横梁、后右斜梁、左下水平纵梁、左前斜梁、左上水平纵梁以及左后斜梁均为结构钢。
进一步地，本发明较佳的实施方式中，所述承载集料振动板有三个且分别为右侧承载集料振动板、后方承载集料振动板以及左侧承载集料振动板，所述右侧承载集料振动板、后方承载集料振动板以及左侧承载集料振动板的上分别设置有抗震加强结构，所述抗震加强结构上设置有右侧机座板、后方机座板以及左侧机座板；所述右侧承载集料振动板的振动电机通过螺栓连接于右侧承载集料振动板机座板上，所述后方承载集料振动板的振动电机通过螺栓连接于后方承载集料振动板的机座板上，所述左侧承载集料振动板的振动电机通过螺栓连接于后方承载集料振动板的机座板上；
进一步地，本发明较佳的实施方式中，所述右侧承载集料振动板设置于所述右侧支撑架座结构上，所述后方承载集料振动板设置于所述后方支撑架座结构上，所述左侧承载集料振动板设置于左侧支撑架座结构上；
所述承载集料振动板上设置有在支撑架座上振动下落阻限装置，所述振动下落阻限装置通过螺栓固定连接于所述承载集料振动板上。
进一步地，本发明较佳的实施方式中，右侧支撑结构架上设置有右侧缓冲支承结构，所述右侧承载集料振动板设置于所述右侧缓冲支承结构上；后方支撑结构架上设置有后方缓冲支承结构，所述后方承载集料振动板设置于所述后方缓冲支承结构上；左侧支撑结构架上设置有左侧缓冲支承结构，所述左侧承载集料振动板设置于所述左侧缓冲支承结构上；所述右侧缓冲支承结构、后方缓冲支承结构、左侧缓冲支承结构均包括多个缓冲座。
进一步地，本发明较佳的实施方式中，本装置还包括防漏装置，所述防漏装置包括上部防漏结构、后侧防漏结构、前侧防漏结构；所述后侧防漏结构包括设置于右侧承载集料振动板和后方承载集料振动板之间的第一防漏结构，设置于所述后方承载集料振动板和所述左侧承载集料振动板之间的第二防漏结构；所述前侧防漏结构包括设置于右侧承载集料振动板远离后方承载集料振动板的边缘与溜井前内壁的第三防漏结构和设置于左承载集料振动板远离后方承载集料振动板的边缘与溜井前内壁的第四防漏结构；所述上部水平防漏结构设置在 承载、堵塞疏通装置上部井筒和承载集料振动板之间。
进一步地，本发明较佳的实施方式中，所述第一防漏结构包括右侧防漏板和第一后方防漏板，右侧防漏板和第一后方防漏板均为长条状的弧形板，所述右侧防漏板设置于右侧承载集料振动板靠近后方承载集料振动板的边缘，所述第一后方防漏板设置于后方承载集料振动板靠近右侧承载集料振动板的边缘，所述右侧防漏板和第一后方防漏板之间相互重叠且互不接触，所述右侧防漏板和第一后方防漏板之间设置有第一密封条；所述第二防漏结构包括左侧防漏板和第二后方防漏板，左侧防漏板和第二后方防漏板均为长条状的弧形板，所述左侧防漏板设置于左侧承载集料振动板靠近后方承载集料振动板的边缘，所述第二后方防漏板设置于后方承载集料振动板靠近左侧承载集料振动板的边缘，所述左侧防漏板和第二后方防漏板之间相互重叠且互不接触，所述左侧防漏板和第二后方防漏板之间设置有第二密封条；
进一步地，本发明较佳的实施方式中，所述第三防漏结构包括左侧边缘板和左侧弯折板，所述左侧边缘板设置于所述左侧承载集料振动板靠近溜井壁的边缘，所述左侧弯折板一边嵌入溜井壁内，另一边与所述左侧边缘板之间设置有第三密封条；所述第四防漏结构包括右侧边缘板和右侧弯折板，所述右侧边缘板设置于所述右侧承载集料振动板靠近溜井壁的边缘，所述右侧弯折板一边嵌入溜井壁内，另一边与所述右侧边缘板之间设置有第四密封条。
进一步地，本发明较佳的实施方式中，所述上部水平防漏结构包括三个固定密封座和三个安装密封架，三个所述固定密封座分别设置于所述支撑架座顶部的混凝土基础上，所述三个安装密封架固定安装于固定密封座触矿面外侧承载集料振动板上部边缘，三个所述固定密封座和三个所述安装密封架一一对应，相互对应的所述固定密封座和安装密封架之间设置有第五密封条。
一种矿山采场溜井出料口底部承载、堵塞疏通方法，采用了上述的矿山采场溜井出料口底部承载、堵塞装置，包括：
单独启动右侧振动电机以带动右侧承载集料振动板振动，或者，单独启动左侧振动电机以带动左侧承载集料振动板振动，或者，单独启动后方振动电机以带动后方承载集料振动板振动。
进一步地，本发明较佳的实施方式中，本方法还包括：同时启动所述右侧振动电机、所述左侧振动电机以及所述后方振动电机中的任意两个振动电机，以使处于启动状态的振动电机对应的集料振动板振动。
进一步地，本发明较佳的实施方式中，本方法还包括：同时启动所述右侧振动电机、所述左侧振动电机以及所述后方振动电机，以使所述右侧承载集料振动板、所述左侧承载集料振动板以及所述后方承载集料振动板同时振动。
本发明提供的矿山采场溜井出料口底部承载、堵塞疏通装置的有益效果是：
本矿山采场溜井出料口底部承载、堵塞疏通装置采用支撑架座支撑多个承载集料振动板的结构，替代传统的由几个倾斜的混凝土面收缩围成的梯斗型集料出口部，该矿山采场溜井出料口底部承载、堵塞疏通装置不仅能够承载溜井内存储物的压力，还能在在溜井出料口发生堵塞时，同时或单独操作启动承载集料振动板上的振动电机产生振动，从而促进粘积或棚堵在出料口底部的物料高效、快速垮落在振动放矿机内即可均匀地排出，有效疏通被堵塞的溜井出料口，保证生产的正常进行，同时可以彻底消除人工爆破对周围设备的损坏和爆破产生的安全隐患，弥补现有技术的缺陷。
附图说明
为了更清楚地说明本发明实施例的技术方案，下面将对实施例中所需要使用的附图作简单地介绍，应当理解，以下附图仅示出了本发明的某些实施例，因此不应被看作是对范围的限定，对于本领域普通技术人员来讲，在不付出创造性劳动的前提下，还可以根据这些附图获得其他相关的附图。
图1为本发明实施例提供的矿山采场溜井出料口底部承载、堵塞疏通装置的结构示意图；
图2为本发明实施例提供的矿山采场溜井出料口底部承载、堵塞疏通装置的俯视图；
图3为图2的A部放大图；
图4为本发明实施例提供的矿山采场溜井出料口底部承载、堵塞疏通装置的左视图；
图5为本发明实施例提供的矿山采场溜井出料口底部承载、堵塞疏通装置的正视图；
图6为本发明实施例提供的矿山采场溜井出料口底部承载、堵塞疏通装置的右视图；
图7为本发明实施例提供的矿山采场溜井出料口底部承载、堵塞疏通装置在溜井中的安装示意图；
图8为本发明实施例提供的振动下落阻限装置的安装结构示意图；
图9为本发明实施例提供的另一角度的矿山采场溜井出料口底部承载、堵塞疏通装置在溜井中的安装示意图；
图10为图9的沿A-A方向的剖视图。
图中标记分别为：
右下水平纵梁100；右前斜梁110；右上水平纵梁120；
右后斜梁130；右侧振动电机240；
后下水平横梁200；后左斜梁210；后上水平横梁220；
后右斜梁230；
左下水平纵梁300；左前斜梁310；左上水平纵梁320；
左后斜梁330；左侧振动电机340；
右侧承载集料振动板400；右侧防漏板410；
后方承载集料振动板500；第一后方防漏板510；第二后方防漏板520；
左侧承载集料振动板600；左侧防漏板610；
缓冲座700；
辅助支撑梁800；
振动下落阻限装置900。
具体实施方式
为使本发明实施例的目的、技术方案和优点更加清楚，下面将结合本发明实施例中的附图，对本发明实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例是本发明一部分实施例，而不是全部的实施例。通常在此处附图中描述和示出的本发明实施例的组件可以以各种不同的配置来布置和设计。
因此，以下对在附图中提供的本发明的实施例的详细描述并非旨在限制要求保护的本发明的范围，而是仅仅表示本发明的选定实施例。基于本发明中的实施例，本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例，都属于本发明保护的范围。
应注意到：相似的标号和字母在下面的附图中表示类似项，因此，一旦某一项在一个附图中被定义，则在随后的附图中不需要对其进行进一步定义和解释。
在本发明的描述中，需要理解的是，术语“上”、“下”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系，或者是该发明产品使用时惯常摆放的方位或位置关系，或者是本领域技术人员惯常理解的方位或位置关系，仅是为了便于描述本发明和简化描述，而不是指示或暗示所指的设备或元件必须具有特定的方位、以特定的方位构造和操作，因此不能理解为对本发明的限制。
此外，术语“第一”、“第二”、“第三”等仅用于区分描述，而不能理解为指示或暗示相对重要性。
在本发明的描述中，还需要说明的是，除非另有明确的规定和限定，术语“设置”、“安装”、“连接”应做广义理解，例如，可以是固定连接，也可以是可拆卸连接，或一体地连接；可以是机械连接，也可以是电连接；可以是直接相连，也可以通过中间媒介间接相连，可以是两个元件内部的连通。对于本领域的普通技术人员而言，可以具体情况理解上述术语 在本发明中的具体含义。
实施例1：
请参阅图1-6，本实施例提供了一种矿山采场溜井出料口底部承载、堵塞疏通装置，其包括支撑架座、承载集料振动板以及振动电机。
其中，可选地，支撑架座为框架结构且由多根支撑梁焊接成安装模块热处理后现场组装而成，焊接具有加工简单，连接稳定的特点。可选地，承载集料振动板有多个且均呈平板状，多个承载集料振动板均设置于支撑架座的内壁上。多个承载集料振动板和支撑架座共同构成锥形漏斗结构。
可选地，振动电机有多个且数量与承载集料振动板相同，多个振动电机与多个承载集料振动板一一对应，多个振动电机分别安装于多个承载集料振动板的外壁上。
可选地，多根支撑梁包括右下水平纵梁100、右前斜梁110、右上水平纵梁120、右后斜梁130、后下水平横梁200、后左斜梁210、后上水平横梁220、后右斜梁230、左下水平纵梁300、左前斜梁310、左上水平纵梁320以及左后斜梁330，右下水平纵梁100、右前斜梁110、右上水平纵梁120以及右后斜梁130相互焊接形成右侧支撑结构，后下水平横梁200、后左斜梁210、后上水平横梁220以及后右斜梁230相互焊接形成后方支撑结构，左下水平纵梁300、左前斜梁310、左上水平纵梁320以及左后斜梁330相互焊接形成左侧支撑结构，右侧支撑结构、后方支撑结构以及左侧支撑结构依次连接从而形成支撑架座。
上述右下水平纵梁100、右前斜梁110、右上水平纵梁120、右后斜梁130、后下水平横梁200、后左斜梁210、后上水平横梁220、后右斜梁230、左下水平纵梁300、左前斜梁310、左上水平纵梁320以及左后斜梁330可以采用各种结构，本实施例中，上述支撑梁均为工字钢结构。工字钢结构的支撑梁，具有质量轻，强度高的特点，可以在保证支撑架座强度的情况下减轻自身重量。
当然，需要说明的是，上述多根集料振动板支撑梁也可以采用其它结构的型材，如空心圆管，方钢等也可以采用钢筋混凝土支撑座，具体方案根据实际情况确定。
可选地，承载集料振动板有三个且分别为右侧承载集料振动板400、后方承载集料振动板500以及左侧承载集料振动板600，右侧承载集料振动板400设置于右侧支撑结构地内壁上，后方承载集料振动板500设置于后方支撑结构的内壁上，左侧承载集料振动板600设置于左侧支撑结构的内壁上。
本防堵装置安装于矿山采场溜井出料口部，其安装方式参照图7-8，多根支撑梁的端部均预埋嵌入四周的混凝土结构内，同时支撑结构的后侧还设置有两根支撑抵柱，两根辅助支撑抵柱均倾斜设置，一端抵住防堵装置的后方，另一端嵌入混凝土结构内。
本防堵装置的工作原理是这样的：正常情况下，防堵装置仅仅作为承载集料漏斗，承载集料输送矿石；当在溜井出料口部发生堵塞时，启动振动电机，振动电机分别带动承载集料振动板振动，振动有效促进粘结于承载集料振动板内壁或棚堵在承载集料振动板上的物料垮落在落料斗及振动放矿机内，从而有效疏通堵塞的溜井出料口，避免出料口持续堵塞。振动有三种模式，可以只是单侧承载集料振动板振动，也可以是两个承载集料振动板同时振动，也可以是三个承载集料振动板同时振动，具体根据堵塞的实际情况确定。
上述承载集料振动板可以采用各种板材，本实施例中，可选地，右侧承载集料振动板400、后方承载集料振动板500以及左侧承载集料振动板600均为耐磨板。耐磨板为现有产品，其具有优良的耐磨性，可以有效抵抗物料的磨损，尽可能延长承载集料振动板的使用寿命，保证本防堵装置的正常工作。
可选地，振动电机有三个且分别为右侧振动电机240、后方振动电机以及左侧振动电机340，右侧振动电机240设置于右侧承载集料振动板400的外壁上，后方振动电机设置于后方承载集料振动板500的外壁上，左侧振动电机340设置于左侧承载集料振动板600的外壁上。
进一步地，本实施例中，可选地，右侧支撑结构上设置有右侧缓冲支承结构，右侧承载集料振动板400设置于右侧缓冲支承结构，后方支撑结构上设置有后方缓冲支承结构，后方承载集料振动板500设置于后方缓冲支承结构，左侧支撑结构上设置有左侧缓冲支承结构，左侧承载集料振动板600设置于左侧缓冲支承结构。
具体地，上述缓冲支承结构可以采用各种形式，本实施例中，可选地，右侧缓冲支承结构、后侧缓冲支承结构、左侧缓冲支承结构均包括多个缓冲座700，多个缓冲座700沿各个支撑梁的长度方向均匀排布。缓冲座700技术成熟,具有优良的减震效果，通过缓冲座700连接承载集料振动板，可以有效减小承载集料振动板对支撑架座的冲击，从而保证支撑架座的稳定性，延长支撑架座的使用寿命。
进一步地，本实施例中，可选地，右侧承载集料振动板400、后方承载集料振动板500以及左侧承载集料振动板600的外壁上均焊接有抗震加强结构，抗震加强结构由多根相互交错的型钢焊接而成。设置抗震加强而结构的目的在于提高右侧承载集料振动板400、后方承载集料振动板500以及左侧承载集料振动板600的力学强度，有效延长上述三个承载集料振动板的使用寿命，保证本防堵装置可以持续稳定可靠地工作。
进一步地，本实施例中，可选地，右侧承载集料振动板400、后方承载集料振动板500以及左侧承载集料振动板600的抗震加强结构上分别设置有右侧机座板、后方机座板以及左侧机座板，右侧振动电机240通过螺栓连接于右侧机座板上，后方振动电机通过螺栓连接于 后方承载集料振动板500上，左侧振动电机340设置于左侧承载集料振动板600上。
通过螺栓安装上述振动电机的目的在于其结构简单，可以拆卸，方便振动电机的维修和更换。
为了防止承载集料振动板脱落，可选地，承载集料振动板上设置有振动下落阻限装置900，振动下落阻限装置900通过螺栓固定连接于所述承载集料振动板上。限位装置是限制集料振动板在振动处理积底堵塞或误操作振动时，使集料振动板在垂直振动板面一定范围内可跳动，不会脱离缓冲支承结构而下移。
进一步地，在本发明较佳的实施例中，可选地，本装置还包括防漏装置，所述防漏装置包括上部防漏结构、后侧防漏结构、前侧防漏结构，所述后侧防漏结构包括设置于右侧承载集料振动板400和后方承载集料振动板500之间的第一防漏结构和设置于所述后方承载集料振动板500和所述左侧承载集料振动板600之间的第二防漏结构；所述前侧防漏结构包括设置于右侧承载集料振动板400靠近灵境前壁端边缘的第三防漏结构和设置于左承载集料振动板靠近溜井前壁端边缘的第四防漏结构。
进一步地，在本发明较佳的实施例中，可选地，第一防漏结构包括右侧防漏板410和第一后方防漏板510，右侧防漏板410和第一后方防漏板510均为长条状的弧形板，右侧防漏板410设置于右侧承载集料振动板400靠近后方承载集料振动板500的边缘，第一后方防漏板510设置于后方承载集料振动板500靠近右侧承载集料振动板400的边缘，右侧防漏板410和第一后方防漏板510之间相互重叠且互不接触，右侧防漏板410和第一后方防漏板510之间设置有第一密封条；
可选地，第二防漏结构包括左侧防漏板610和第二后方防漏板520，左侧防漏板610和第二后方防漏板520均为长条状的弧形板，左侧防漏板610设置于左侧承载集料振动板600靠近后方承载集料振动板500的边缘，第二后方防漏板520设置于后方承载集料振动板500靠近左侧承载集料振动板600的边缘，左侧防漏板610和第二后方防漏板520之间相互重叠且互不接触，左侧防漏板610和第二后方防漏板520之间设置有第二密封条；
可选地，第三防漏结构包括左侧边缘板和左侧弯折板，左侧边缘板设置于左侧承载集料振动板600远离后方承载集料振动板500的边缘，左侧弯折板一边嵌入溜井壁内，另一边与左侧边缘板之间设置有第三密封条，第四防漏结构包括右侧边缘板和右侧弯折板，右侧边缘板设置于右侧承载集料振动板400远离后方承载集料振动板500的边缘，右侧弯折板一边嵌入溜井壁内，另一边与右侧边缘板之间设置有第四密封条；
可选地，上部水平防漏结构包括三个固定密封座和三个安装密封架，三个固定密封座分别设置于支撑架座的顶部的溜井壁上，三个安装密封架分别设置于承载集料振动板的上部边 缘，三个固定密封座和三个安装密封架一一对应，相互对应的固定密封座和安装密封架之间设置有第五密封条。
综上所述，本矿山采场溜井出料口底部承载、堵塞疏通装置采用支撑架座支撑多个承载集料振动板的结构，当溜井出料口部发生堵塞时，承载集料振动板可以振动，从而促进物料高效、快速、均匀地排出，有效疏通溜井出料口的堵塞物，保证生产的正常进行，同时可以有效避免炸药爆破等对周围设备的损坏，消除人工撬凿劳动强度大、效率低、并有很大的安全隐患，填补现有技术的空白。
实施例2
本实施例提供了一种矿山采场溜井出料口底部承载、堵塞疏通系统，请参照图7，包括如实施例1述及的矿山采场溜井出料口底部承载、堵塞疏通装置。
更进一步包括：
与所述右后斜梁连接并且与所述右后斜梁成角度布置的右后辅助支撑梁，以及与所述左后斜梁连接并且与所述左后斜梁成角度布置的左后辅助支撑梁，所述右后辅助支撑梁包括用于抱箍所述右后斜梁的右后辅助支撑梁抓手和与所述右后辅助支撑梁抓手连接的右后辅助支撑梁支架，所述左后辅助支撑梁包括用于抱箍所述左后斜梁的左后辅助支撑梁抓手和与所述左后辅助支撑梁抓手连接的左后辅助支撑梁支架。请参照图6。
更进一步包括：
用于容纳上述的矿山采场溜井出料口底部承载、堵塞疏通装置的溜井，设置在溜井的出料口部，上述溜井的出料口部沿物料输送方向依次设置上部井筒、中部井筒和下部井筒，其中，中部井筒的直径大于上部井筒和下部井筒的直径，承载、堵塞疏通装置设置在中部井筒内，并承载、堵塞疏通装置的上部开口大于上部井筒的直径以完全承接由上部井筒向下输送的物料；承载、堵塞疏通装置的下部开口小于下部井筒的直径并且边缘部分伸入下部井筒内以将其承载的物料完全输导入下部筒井内。另外，上部井筒、中部井筒和下部井筒均由钢筋混凝土浇筑形成，承载、堵塞疏通装置的型钢梁支承座局部内嵌于混凝土内，以定位支撑承载、堵塞疏通装置与溜井的相对位置关系。
以上仅为本发明的优选实施例而已，并不用于限制本发明，对于本领域的技术人员来说，本发明可以有各种更改和变化。凡在本发明的精神和原则之内，所作的任何修改、等同替换、改进等，均应包含在本发明的保护范围之内。

Claims (12)

  1. 一种矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，包括支撑架座、承载集料振动板以及振动电机，所述支撑架座为框架结构且由多根支撑梁焊接而成，所述承载集料振动板有多个且均设置于所述支撑架座的内侧，多个承载集料振动板和所述支撑架座共同构成锥形漏斗结构，所述振动电机有多个且数量与所述承载集料振动板相同，多个所述振动电机分别安装于多个所述承载集料振动板的外侧。
  2. 根据权利要求1所述的矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，所述支撑架座的多根支撑梁包括右下水平纵梁、右前斜梁、右上水平纵梁、右后斜梁、后下水平横梁、后左斜梁、后上水平横梁、后右斜梁、左下水平纵梁、左前斜梁、左上水平纵梁以及左后斜梁，所述右下水平纵梁、右前斜梁、右上水平纵梁以及右后斜梁相互焊接形成右侧支撑结构，所述后下水平横梁、后左斜梁、后上水平横梁以及后右斜梁相互焊接形成后方支撑结构，所述左下水平纵梁、左前斜梁、左上水平纵梁以及左后斜梁相互焊接形成左侧支撑结构，所述右侧支撑结构、后方支撑结构以及左侧支撑结构依次连接从而形成所述支撑架座；所述右下水平纵梁、右前斜梁、右上水平纵梁、右后斜梁、后下水平横梁、后左斜梁、后上水平横梁、后右斜梁、左下水平纵梁、左前斜梁、左上水平纵梁以及左后斜梁均为结构钢。
  3. 根据权利要求1-2所述的矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，所述承载集料振动板有三个且分别为右侧承载集料振动板、后方承载集料振动板以及左侧承载集料振动板，所述右侧承载集料振动板、后方承载集料振动板以及左侧承载集料振动板的上分别设置有抗震加强结构，所述抗震加强结构上设置有右侧机座板、后方机座板以及左侧机座板；所述右侧承载集料振动板的振动电机通过螺栓连接于右侧承载集料振动板机座板上，所述后方承载集料振动板的振动电机通过螺栓连接于后方承载集料振动板的机座板上，所述左侧承载集料振动板的振动电机通过螺栓连接于后方承载集料振动板的机座板上；
  4. 根据权利要求1-3所述的矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，所述右侧承载集料振动板设置于所述右侧支撑架座结构上，所述后方承载集料振动板设置于所述后方支撑架座结构上，所述左侧承载集料振动板设置于左侧支撑架座结构上；
    所述承载集料振动板上设置有在支撑架座上振动下落阻限装置，所述振动下落阻限装置通过螺栓固定连接于所述承载集料振动板上。
  5. 根据权利要求1-4所述的矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，右侧支撑结构架上设置有右侧缓冲支承结构，所述右侧承载集料振动板设置于所述右侧 缓冲支承结构上；后方支撑结构架上设置有后方缓冲支承结构，所述后方承载集料振动板设置于所述后方缓冲支承结构上；左侧支撑结构架上设置有左侧缓冲支承结构，所述左侧承载集料振动板设置于所述左侧缓冲支承结构上；所述右侧缓冲支承结构、后方缓冲支承结构、左侧缓冲支承结构均包括多个缓冲座；。
  6. 根据权利要求1-5所述的矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，还包括防漏装置，所述防漏装置包括上部水平防漏结构、后侧防漏结构、前侧防漏结构；所述后侧防漏结构包括设置于右侧承载集料振动板和后方承载集料振动板之间的第一防漏结构，设置于所述后方承载集料振动板和所述左侧承载集料振动板之间的第二防漏结构；所述前侧防漏结构包括设置于右侧承载集料振动板远离后方承载集料振动板的边缘与溜井前内壁的第三防漏结构和设置于左承载集料振动板远离后方承载集料振动板的边缘与溜井前内壁的第四防漏结构；所述上部水平防漏结构设置在承载、堵塞疏通装置上部井筒和承载集料振动板之间。
  7. 根据权利要求1-6所述的矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，所述第一防漏结构包括右侧防漏板和第一后方防漏板，右侧防漏板和第一后方防漏板均为长条状的弧形板，所述右侧防漏板设置于右侧承载集料振动板靠近后方承载集料振动板的边缘，所述第一后方防漏板设置于后方承载集料振动板靠近右侧承载集料振动板的边缘，所述右侧防漏板和第一后方防漏板之间相互重叠且互不接触，所述右侧防漏板和第一后方防漏板之间设置有第一密封条；所述第二防漏结构包括左侧防漏板和第二后方防漏板，左侧防漏板和第二后方防漏板均为长条状的弧形板，所述左侧防漏板设置于左侧承载集料振动板靠近后方承载集料振动板的边缘，所述第二后方防漏板设置于后方承载集料振动板靠近左侧承载集料振动板的边缘，所述左侧防漏板和第二后方防漏板之间相互重叠且互不接触，所述左侧防漏板和第二后方防漏板之间设置有第二密封条；
  8. 根据权利要求1-7所述的矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，所述第三防漏结构包括左侧边缘板和左侧弯折板，所述左侧边缘板设置于所述左侧承载集料振动板靠近溜井壁的边缘，所述左侧弯折板一边嵌入溜井壁内，另一边与所述左侧边缘板之间设置有第三密封条；所述第四防漏结构包括右侧边缘板和右侧弯折板，所述右侧边缘板设置于所述右侧承载集料振动板靠近溜井壁的边缘，所述右侧弯折板一边嵌入溜井壁内，另一边与所述右侧边缘板之间设置有第四密封条。
  9. 根据权利要求1-8所述的矿山采场溜井出料口底部承载、堵塞疏通装置，其特征在于，所述上部水平防漏结构包括三个固定密封座和三个安装密封架，三个所述固定密封座分别设置于所述支撑架座顶部的混凝土基础上，所述三个安装密封架固定安装于固定密封座触 矿面外侧承载集料振动板上部边缘，三个所述固定密封座和三个所述安装密封架一一对应，相互对应的所述固定密封座和安装密封架之间设置有第五密封条。
  10. 一种矿山采场溜井出料口底部承载、堵塞疏通方法，其特征在于，采用了如权利要求1-9任一项所述的矿山采场溜井出料口底部承载、堵塞装置，包括：单独启动右侧振动电机以带动右侧承载集料振动板振动，或者，单独启动左侧振动电机以带动左侧承载集料振动板振动，或者，单独启动后方振动电机以带动后方承载集料振动板振动。
  11. 根据权利要求10所述的矿山采场溜井出料口底部承载、堵塞疏通方法，其特征在于，还包括：同时启动所述右侧振动电机、所述左侧振动电机以及所述后方振动电机中的任意两个振动电机，以使处于启动状态的振动电机对应的集料振动板振动。
  12. 根据权利要求10-11任一项所述的矿山采场溜井出料口底部承载、堵塞疏通方法，其特征在于，还包括：同时启动所述右侧振动电机、所述左侧振动电机以及所述后方振动电机，以使所述右侧承载集料振动板、所述左侧承载集料振动板以及所述后方承载集料振动板同时振动。
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108394673A (zh) * 2018-03-27 2018-08-14 中冶北方（大连）工程技术有限公司 物料截堵装置
CN110318801A (zh) * 2019-07-23 2019-10-11 中国恩菲工程技术有限公司 溜口结构及其的改造方法
CN111011110A (zh) * 2018-10-10 2020-04-17 深圳市特安洁净能源科技有限公司 下料装置及塞海绵设备
CN114275390A (zh) * 2021-12-27 2022-04-05 华电重工股份有限公司 一种预应力卸料口及储料筒仓
CN115918356A (zh) * 2023-02-23 2023-04-07 黑龙江省农业科学院绥化分院 一种秸秆粉碎还田设备

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106185080B (zh) * 2016-08-30 2019-01-22 贵州铁鳄矿山装备制造有限公司 矿山采场溜井出料口底部承载、堵塞疏通装置
CN109704181A (zh) 2018-12-14 2019-05-03 中国矿业大学 一种大吨位箕斗抗堵系统
CN110254985A (zh) * 2019-07-05 2019-09-20 北京朗新明环保科技有限公司 一种电动泥斗连接装置与方法
CN113333400A (zh) * 2021-06-01 2021-09-03 苏州西热节能环保技术有限公司 一种疏通装置

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005255183A (ja) * 2004-03-09 2005-09-22 Nippon Steel Corp 流動性材料の定量排出性に優れた貯留装置及び材料排出方法。
RU2323139C2 (ru) * 2006-04-20 2008-04-27 Закрытое акционерное общество "НОТИС" Бункер для сыпучих продуктов
CN101927883A (zh) * 2010-09-14 2010-12-29 无锡工力工程机械厂 卸船机防堵料料斗
CN202090946U (zh) * 2011-05-25 2011-12-28 山东华联矿业股份有限公司 具有放矿漏斗的溜井
CN203246744U (zh) * 2013-03-23 2013-10-23 宣化钢铁集团有限责任公司 用于料仓或溜槽的防堵装置
CN104265293A (zh) * 2014-09-30 2015-01-07 中国瑞林工程技术有限公司 矿石溜井高效放矿工艺系统
CN106185080A (zh) * 2016-08-30 2016-12-07 贵州铁鳄矿山装备制造有限公司 矿山采场溜井出料口底部承载、堵塞疏通装置
CN205989931U (zh) * 2016-08-30 2017-03-01 贵州铁鳄矿山装备制造有限公司 矿山采场溜井出料口底部承载、堵塞疏通装置

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1531947B2 (de) * 1967-10-26 1977-02-10 Fabricated Metals Inc., San Leandro, Calif. (V.St.A.) Vorrichtung zum unterstuetzen der entleerung von containern mit trichteroeffnung
US7316333B2 (en) * 2004-11-17 2008-01-08 Mixer Systems, Inc. Modular volume storage bin
CN201484958U (zh) * 2009-09-05 2010-05-26 中钢集团马鞍山矿山研究院有限公司 一种振动式钢筋砼矿仓清除阻塞棚料的设备
JP5803075B2 (ja) * 2010-09-03 2015-11-04 株式会社タカゾノテクノロジー 薬剤供給装置
CN202518829U (zh) * 2012-04-12 2012-11-07 重庆朗正科技有限公司 底开式自动卸料装置
CN203558488U (zh) * 2013-11-13 2014-04-23 北京英迈特矿山机械有限公司 用于料斗及给料机的地槽式支撑结构
CN104176516B (zh) * 2014-09-19 2017-02-01 四川安宁铁钛股份有限公司 一种给矿漏斗装置
CN204624358U (zh) * 2015-05-21 2015-09-09 山东钢铁股份有限公司 一种料仓及破拱装置
CN205293729U (zh) * 2015-11-25 2016-06-08 雅安百图高新材料有限公司 一种粉体加料装置

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005255183A (ja) * 2004-03-09 2005-09-22 Nippon Steel Corp 流動性材料の定量排出性に優れた貯留装置及び材料排出方法。
RU2323139C2 (ru) * 2006-04-20 2008-04-27 Закрытое акционерное общество "НОТИС" Бункер для сыпучих продуктов
CN101927883A (zh) * 2010-09-14 2010-12-29 无锡工力工程机械厂 卸船机防堵料料斗
CN202090946U (zh) * 2011-05-25 2011-12-28 山东华联矿业股份有限公司 具有放矿漏斗的溜井
CN203246744U (zh) * 2013-03-23 2013-10-23 宣化钢铁集团有限责任公司 用于料仓或溜槽的防堵装置
CN104265293A (zh) * 2014-09-30 2015-01-07 中国瑞林工程技术有限公司 矿石溜井高效放矿工艺系统
CN106185080A (zh) * 2016-08-30 2016-12-07 贵州铁鳄矿山装备制造有限公司 矿山采场溜井出料口底部承载、堵塞疏通装置
CN205989931U (zh) * 2016-08-30 2017-03-01 贵州铁鳄矿山装备制造有限公司 矿山采场溜井出料口底部承载、堵塞疏通装置

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108394673A (zh) * 2018-03-27 2018-08-14 中冶北方（大连）工程技术有限公司 物料截堵装置
CN111011110A (zh) * 2018-10-10 2020-04-17 深圳市特安洁净能源科技有限公司 下料装置及塞海绵设备
CN111011110B (zh) * 2018-10-10 2023-12-26 深圳市特安工业科技有限公司 下料装置及塞海绵设备
CN110318801A (zh) * 2019-07-23 2019-10-11 中国恩菲工程技术有限公司 溜口结构及其的改造方法
CN114275390A (zh) * 2021-12-27 2022-04-05 华电重工股份有限公司 一种预应力卸料口及储料筒仓
CN114275390B (zh) * 2021-12-27 2022-12-02 华电重工股份有限公司 一种预应力卸料口及储料筒仓
CN115918356A (zh) * 2023-02-23 2023-04-07 黑龙江省农业科学院绥化分院 一种秸秆粉碎还田设备

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