Concrete discharging system applied to mine

By designing a concrete discharge system for mines, the problems of long auxiliary transportation distance, large task volume, low transportation efficiency and safety hazards of mines are solved, and efficient, safe and environmentally friendly transportation of concrete is achieved.

CN119754804APending Publication Date: 2025-04-04INNER MONGOLIA BEILIANDIAN GAOTOUYAO MINING INDUSTRY CO LTD
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Patent Information

Application Number
CN202411762900.X
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-12-03
Publication Date
2025-04-04

AI Technical Summary

Technical Problem

In the prior art, the mine auxiliary transportation distance is long and the task is large, resulting in low transportation efficiency, increased costs, and safety hazards and environmental pollution problems.

Method used

A concrete cutting system applied to mines is designed, including a filling layer, protective steel pipe, transportation steel pipe, pouring trough and feeding unit. By drilling holes on the ground, installing protective steel pipes and transportation steel pipes, and connecting the pouring trough and the bottom to connect the feeding unit, realizing the shortest vertical distance transportation of concrete from the ground to the underground.

Benefits of technology

It effectively improves the average daily transportation capacity of concrete, saves transportation costs, reduces the frequency of transportation vehicles and exhaust emissions, reduces safety hazards, and improves the efficiency of concrete transportation.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention provides a concrete discharging system applied to a mine. The concrete discharging system comprises a filling layer, a protection steel pipe, a transportation steel pipe, a pouring groove and a receiving unit. A hole is drilled in a preset position of the ground into a mine to form a mounting hole, the protective steel pipe is mounted in the mounting hole, and the filling layer is arranged between the hole wall of the mounting hole and the outer side wall of the protective layer; the transportation steel pipe is mounted on the inner side of the protection steel pipe; the top of the conveying steel pipe is detachably connected with a material pouring groove, and the material pouring groove is located above the ground surface. The bottom of the transportation steel pipe is connected with a material receiving unit; the transport vehicle is located below the material receiving unit so as to receive the concrete conveyed by the material receiving unit. The concrete conveying device has the technical effects that the design is reasonable, and the concrete conveying efficiency is remarkably improved.
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Description

Technical Field

[0001] The invention belongs to the technical field of auxiliary transportation of mines, and in particular relates to a concrete unloading system applied to mines. Background Art

[0002] Due to the continuous development of mines, the auxiliary transportation distance and task volume of mines have increased year by year. By 2022, the longest working face auxiliary transportation distance has exceeded 7km, which not only makes the auxiliary transportation tasks of mines very heavy, but also leads to increased costs.

[0003] Furthermore, the existing method of transporting concrete into the mine is to transport concrete by repeatedly passing through the ramp connecting the mine and the outside, which has low transportation efficiency and safety risks. In addition, the exhaust emissions of the transport vehicles also aggravate the pollution of the underground working environment. Summary of the invention

[0004] The present invention aims to solve at least one of the technical problems existing in the prior art and provide a new technical solution for a concrete feeding system applied to mines.

[0005] According to a first aspect of the present invention, there is provided a concrete unloading system for use in a mine, comprising a filling layer, a protective steel pipe, a transport steel pipe, a pouring chute and a material receiving unit;

[0006] A hole is drilled into the mine at a preset position on the ground to form an installation hole, the protective steel pipe is installed in the installation hole, and the filling layer is arranged between the hole wall of the installation hole and the outer wall of the protective layer; the transport steel pipe is installed on the inner side of the protective steel pipe;

[0007] The top of the transport steel pipe is detachably connected to a material pouring trough, and the material pouring trough is located above the ground surface; the bottom of the transport steel pipe is connected to a material receiving unit;

[0008] The transport vehicle is located below the material receiving unit to receive the concrete delivered by the material receiving unit.

[0009] Optionally, the concrete unloading system applied to the mine further includes a ground insulation room;

[0010] A ground insulation room is constructed outside the installation hole, and the entrance of the pouring trough is located in the ground insulation room.

[0011] Optionally, the concrete unloading system applied to a mine further comprises a hydraulic cover plate;

[0012] The hydraulic cover plate is openably and closably arranged at the entrance of the pouring chute.

[0013] Optionally, a hydraulic gate is provided at the top port of the transport steel pipe;

[0014] The top port of the transport steel pipe is opened or closed by the hydraulic gate.

[0015] Optionally, the mounting hole includes a first portion and a second portion, and the first portion is located above the second portion;

[0016] The first portion is located in the topsoil layer, and the second portion is located in the bedrock layer;

[0017] The protective steel pipe is embedded in the first part; the lower part of the transport steel pipe is embedded in the second part of the installation hole.

[0018] Optionally, the concrete unloading system applied to a mine further comprises a fixed steel plate;

[0019] The fixed steel plate is connected to the bottom of the transport steel pipe, and the fixed steel plate is fixed to the top plate of the tunnel in the mine through anchor cables.

[0020] Optionally, the concrete feeding system applied to a mine further comprises a rib plate;

[0021] The fixed steel plate is provided with ribs, and the ribs are arranged around the outer side of the bottom of the transport steel pipe.

[0022] Optionally, the filling layer is made of cement mortar.

[0023] Optionally, a casting foundation is provided on one side of the transport pipeline close to the pouring chute.

[0024] Optionally, the inclination angle of the mounting hole is not greater than 1.5 degrees.

[0025] A technical effect of the present invention is:

[0026] In the embodiment of the present application, the operation of the concrete unloading system applied to the mine realizes the shortest vertical distance transportation of mine concrete from the ground to the underground through the pipe hole (that is, the transport steel pipe), effectively improves the average daily transportation capacity of concrete, saves a lot of transportation costs, and at the same time reduces the frequency of vehicles (that is, transport vehicles) passing through the secondary inclined shaft for explosion-proof materials, reduces the exhaust emissions of transport vehicles, and has the effect of eliminating the safety hazard of vehicle stalling on slopes and improving the efficiency of concrete transportation. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 This is a structural schematic diagram of a concrete feeding system applied to a mine according to an embodiment of the present invention;

[0028] Figure 2 for Figure 1 A magnified detail in the middle;

[0029] Figure 3 for Figure 1 A magnified view of the detail at B in the middle;

[0030] Figure 4 for Figure 1 Enlarged detail of point C in the middle.

[0031] In the figure: 1. Filling layer; 2. Protective steel pipe; 3. Transport steel pipe; 4. Discharging trough;

[0032] 6. Hole wall of the mounting hole; 7. Hydraulic cover plate; 8. Hydraulic gate plate; 9. Fixed steel plate;

[0033] 10. Ribs; 11. Cast foundation; 12. Anchor cables; 13. Tunnel. DETAILED DESCRIPTION

[0034] Various exemplary embodiments of the present application will now be described in detail with reference to the accompanying drawings. It should be noted that unless otherwise specifically stated, the relative arrangement of components and steps, numerical expressions and numerical values ​​set forth in these embodiments do not limit the scope of the present application.

[0035] The embodiments of the present application will be described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present application, and should not be construed as limitations on the present application. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in the field without making creative work are within the scope of protection of the present application.

[0036] The term "first" or "second" in the specification and claims of this application may include one or more of the features explicitly or implicitly. In the description of this application, unless otherwise specified, "plurality" means two or more. In addition, "and / or" in the specification and claims means at least one of the connected objects, and the character " / " generally means that the objects connected before and after are in an "or" relationship.

[0037] In the description of the present application, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present application and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present application.

[0038] In the description of this application, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in this application can be understood according to specific circumstances.

[0039] According to a first aspect of the present invention, see Figures 1 to 4 , provides a concrete unloading system for use in mines, comprising a filling layer 1, a protective steel pipe 2, a transport steel pipe 3, a pouring chute 4 and a material receiving unit;

[0040] A hole is drilled into the mine at a preset position on the ground to form an installation hole, the protective steel pipe 2 is installed in the installation hole, and the filling layer 1 is arranged between the hole wall 6 of the installation hole and the outer wall of the protective layer; the transport steel pipe 3 is installed on the inner side of the protective steel pipe 2;

[0041] The top of the transport steel pipe 3 is detachably connected to a material pouring trough 4, and the material pouring trough 4 is located above the ground surface; the bottom of the transport steel pipe 3 is connected to a material receiving unit;

[0042] The transport vehicle is located below the receiving unit to receive the concrete delivered by the receiving unit, that is, the concrete passes through the pouring chute 4, the transport steel pipe 3, and the receiving unit in sequence and enters the transport vehicle.

[0043] In the embodiment of the present application, the operation of the concrete unloading system applied to the mine realizes the shortest vertical distance transportation of mine concrete from the ground to the underground through the pipe hole (that is, the transport steel pipe 3), effectively improves the average daily transportation capacity of concrete, saves a lot of transportation costs, and at the same time reduces the frequency of vehicles (that is, transport vehicles) passing through the secondary inclined shaft for explosion-proof materials, reduces the exhaust emissions of transport vehicles, and has the effect of eliminating the safety hazard of vehicle stalling on slopes and improving the efficiency of concrete transportation.

[0044] Optionally, the concrete unloading system applied to the mine further includes a ground insulation room;

[0045] A ground insulation room is constructed outside the installation hole, and the entrance of the pouring chute 4 is located in the ground insulation room.

[0046] In the above implementation, the ground insulation room can be used to keep materials warm in winter and facilitate standardized management.

[0047] Optionally, the concrete unloading system applied to the mine further includes a hydraulic cover plate 7;

[0048] The hydraulic cover plate 7 is openably and closably disposed at the entrance of the pouring chute 4 .

[0049] In the above embodiment, the hydraulic cover plate 7 can prevent debris from entering the discharge hole of the pouring chute 4, and can effectively control the material delivery amount during the concrete discharge process.

[0050] Optionally, a hydraulic gate 8 is provided at the top port of the transport steel pipe 3;

[0051] The top port of the transport steel pipe 3 is opened or closed by the hydraulic gate 8 .

[0052] In the above embodiment, the discharge amount of concrete can be effectively controlled by the hydraulic gate plate 8, and the operation is simple and convenient.

[0053] Alternatively, see Figure 2 and Figure 3 , the mounting hole comprises a first portion and a second portion, the first portion is located above the second portion;

[0054] The first portion is located in the topsoil layer, and the second portion is located in the bedrock layer;

[0055] The protective steel pipe 2 is embedded in the first part; the lower part of the transport steel pipe 3 is embedded in the second part of the installation hole.

[0056] In the above embodiment, according to the different characteristics of the topsoil layer and the bedrock layer, since the bedrock layer has sufficient bearing capacity, the transport steel pipe 3 is directly set in the drill hole of the bedrock layer, which helps to ensure the stability and safety of the concrete unloading system used in the mine, and also helps to optimize the construction process and reduce costs.

[0057] Alternatively, see Figure 4 , the concrete feeding system applied to the mine also includes a fixed steel plate 9;

[0058] The fixing steel plate 9 is connected to the bottom of the transport steel pipe 3 , and the fixing steel plate 9 is fixed to the roof of the tunnel 13 in the mine through an anchor cable 12 .

[0059] In the above embodiment, the fixed steel plate 9 helps to ensure the stability of the transported steel pipe 3 .

[0060] Optionally, the concrete feeding system applied to a mine further includes a rib plate 10;

[0061] The fixing steel plate 9 is provided with ribs 10, and the ribs 10 are arranged around the bottom outer side of the transport steel pipe 3. This can improve the fixing strength of the fixing steel plate 9.

[0062] Optionally, the filling layer 1 is made of cement mortar, which can better protect the transport steel pipe 3.

[0063] Optionally, a casting foundation 11 is provided on one side of the transport pipeline close to the pouring trough 4. The casting foundation 11 helps to ensure the stability of the drilling process and also helps to better fix the transport steel pipe 3.

[0064] Optionally, the inclination angle of the mounting hole is not greater than 1.5 degrees, which helps to ensure the stability of the concrete feeding process.

[0065] Exemplarily, the top of the transport steel pipe 3 is fixed in the casting foundation 11 by a fixing steel plate 9 , and a rib plate 10 is provided on the fixing steel plate 9 , and the rib plate 10 is arranged around the outer side of the top of the transport steel pipe 3 .

[0066] It should be noted that due to the large relative height difference between the surface and the output port of the underground concrete, the material (i.e., concrete) falls rapidly in the transport steel pipe 3, causing a large amount of material splashing at the receiving port, and cannot smoothly enter the vehicle. The receiving unit can effectively solve the problem of splashing caused by the large impact force of the material at the receiving port in the early stage of operation, ensuring the optimal operation of the system. The device has an automatic opening and closing gate controlled by a hydraulic system, which can control the height of the receiving port while controlling the material loading amount, meeting the use needs of various types of concrete transportation vehicles.

[0067] In a specific implementation, the concrete feeding system used in mines has built a ground insulation room, a ground material conveying control device, and a feeding casing from the ground to the underground. At the same time, multiple projects such as underground loading channels, dredging drainage ditches, and underground automatic material receiving devices are constructed underground, and finally a complete concrete feeding system is formed. It fully considers factors such as ground construction sites, feeding hole construction, underground transportation routes, material delivery safety, feeding equipment automation, and winter material warmth, and thus formulates a construction plan for the underground and underground auxiliary systems and loading channels.

[0068] It is to be understood that the above embodiments are merely exemplary embodiments used to illustrate the principles of the present invention, but the present invention is not limited thereto. For those of ordinary skill in the art, various modifications and improvements can be made without departing from the spirit and essence of the present invention, and these modifications and improvements are also considered to be within the scope of protection of the present invention.

Claims

1. A concrete feeding system used in mines, characterized in that: It includes a filling layer, a protective steel pipe, a transport steel pipe, a pouring trough and a material receiving unit; A hole is drilled into the mine at a preset position on the ground to form an installation hole, the protective steel pipe is installed in the installation hole, and the filling layer is arranged between the hole wall of the installation hole and the outer wall of the protective layer; the transport steel pipe is installed on the inner side of the protective steel pipe; The top of the transport steel pipe is detachably connected to a material pouring trough, and the material pouring trough is located above the ground surface; the bottom of the transport steel pipe is connected to a material receiving unit; The transport vehicle is located below the material receiving unit to receive the concrete delivered by the material receiving unit.

2. The concrete feeding system for mine according to claim 1 is characterized in that: It also includes ground insulation rooms; A ground insulation room is constructed outside the installation hole, and the entrance of the pouring trough is located in the ground insulation room.

3. The concrete feeding system for mine according to claim 2 is characterized in that: Also included are hydraulic covers; The hydraulic cover plate is openably and closably arranged at the entrance of the pouring chute.

4. The concrete feeding system for mine according to claim 3 is characterized in that: A hydraulic gate is provided at the top port of the transport steel pipe; The top port of the transport steel pipe is opened or closed by the hydraulic gate.

5. The concrete feeding system for mine according to claim 1, characterized in that: The mounting hole comprises a first portion and a second portion, wherein the first portion is located above the second portion; The first portion is located in the topsoil layer, and the second portion is located in the bedrock layer; The protective steel pipe is embedded in the first part; the lower part of the transport steel pipe is embedded in the second part of the installation hole.

6. The concrete feeding system for mine according to claim 1, characterized in that: It also includes a fixed steel plate; The fixed steel plate is connected to the bottom of the transport steel pipe, and the fixed steel plate is fixed to the top plate of the tunnel in the mine through anchor cables.

7. The concrete feeding system for mine according to claim 6, characterized in that: Also includes ribs; The fixed steel plate is provided with ribs, and the ribs are arranged around the outer side of the bottom of the transport steel pipe.

8. The concrete feeding system for mine according to claim 1, characterized in that: The material of the filling layer is cement mortar.

9. The concrete feeding system for mine according to claim 1, characterized in that: A casting foundation is arranged on one side of the transport pipeline close to the pouring trough.

10. The concrete feeding system for mine according to claim 1, characterized in that: The inclination angle of the mounting hole is no greater than 1.5 degrees.