KR20210158363A - Quarry tunnel structure and quarrying method using the same - Google Patents

Abstract

The present invention relates to a quarry tunnel structure and a quarrying method using the same. The quarry tunnel structure of the present invention comprises a tunnel unit for transferring stones, which is located to be inclined in a stone mountain, so that a stone quarried at a quarrying place located in an upper part of the stone mountain rolls down and does free fall to the ground. Accordingly, the stone quarried in a stone mountain falls freely to the ground through a tunnel located to be inclined in the stone mountain, thereby greatly saving costs and time for transferring a stone quarried in the stone mountain to the ground to enhance efficiency of quarrying a stone and remarkably enhance efficiency of transferring the stone. In addition, pollution caused by noise, vibration, dust and the like generated while the stone quarried from the stone mountain is transferred to the ground is minimized, so that conflict with residents living around the stone mountain can be minimized and any possible damage to the residents can be reduced to a minimum.

Description

Tunnel structure for quarrying and quarrying method using the same

The present invention relates to a quarrying shaft structure and a quarrying method using the same.

Stones that are generally used as materials for construction, civil engineering and sculpture are quarried in Seoksan.

In particular, in the case of granites, most of them are collected from Mt. Seoksan, and in general, the stepwise quarrying method of quarrying from the top of the mountain to the bottom is mainly used.

In other words, in the stepwise quarrying method, the main target is to find the bare rock exposed in nature at the top of Mt. After carrying out the drilling for blasting in the bedrock, the quarrying operation is being carried out by artificially increasing the number of free surfaces through the blasting operation.

In the stepwise quarrying method, quarries are transported to the ground by trucks along a sloping road that wraps around Seoksan's waist.

In the conventional cascading quarrying method, the quarry is transported to the ground by trucks along the sloped road surrounding the waist of the mountain, so it takes a lot of time to transport, and the cost of using a vehicle such as a truck is incurred, resulting in a decrease in stone production, There was a problem such as an increase in the cost of quarrying the stone.

In addition, in the conventional cascading quarrying method, the quarry is transported to the ground of Seoksan by a truck along the inclined road surrounding the waist of Seoksan, and the process is sent from the ground back to the place where quarrying is required. There was a negative effect of inflicting pollution damage on residents such as noise, vibration, and dust caused by mining and transportation.

Accordingly, when residents live in the vicinity of the quarry site, there is a problem that disputes with the residents nearby the quarry site occur frequently, and a lot of time and money is consumed to resolve the dispute with the residents.

Korean Patent Laid-Open No. 2000-0020172 "Barrier-type multi-step quarrying method" (published on April 15, 2000)

An object of the present invention is to significantly reduce the cost and time required for transporting the stone collected from the stone mountain to the ground by naturally dropping the stone material quarried from the stone mountain to the ground through a tunnel located at an angle in the inside of the stone mountain, and a tunnel structure for quarrying and the same To provide a quarrying method used.

Another object of the present invention is to minimize the pollution damage such as noise, vibration, and dust generated when the stone material collected from the stone mountain is transported to the ground by naturally dropping the stone material quarried from the stone mountain to the ground through a tunnel located at an angle inside the stone mountain. An object of the present invention is to provide a tunnel structure for quarrying and a quarrying method using the same.

Another object of the present invention is to provide a quarrying shaft structure and a quarrying method using the same, which can select the discharge location of the stone collected from the quarry by branching the shaft to improve transport efficiency.

In order to achieve the above object of the present invention, one embodiment of the quarrying shaft structure according to the present invention is a shaft located in a stone mountain in which a stone is buried, and is inclined inside the stone mountain and is located in the upper part of the stone mountain. It is characterized in that it includes a shaft for transporting the stone material collected at the collection site, which rolls from the inside and falls freely to the ground.

In the present invention, the exit of the tunnel for stone transport is located at a height of 10 to 20 m above the ground as an extra height, and may be formed with a depth of 10 to 20 m as an extra depth from the surface of the soil layer of the stone mountain.

In the present invention, the inclination angle of the shaft for stone transport may be formed so that the ratio of the height to the width is 1: 0.5 to 1: 1.2.

In the present invention, the auxiliary tunnel for tunnel construction is formed by penetrating the soil layer and the stone layer from the side of the stone mountain to the position where the stone transport shaft part is formed, and after the construction of the stone transport shaft part It may further include an oyster filling part.

In the present invention, the stone transport shaft portion may include a plurality of transport shafts having different inclinations.

In the present invention, the stone transport shaft portion is located on the upper side of the stone mountain and the upper end is opened to the top to become the entrance, the first transport shaft is located on the lower side of the stone mountain, and the lower end is opened in the lateral direction of the stone mountain to collect stones a second transport shaft serving as an outlet for dropping to the ground, and a third transport shaft connecting the first transport shaft and the second transport shaft, the first transport shaft, the second transport shaft; The third shaft for transport has a first slope, a second slope, and a third slope having different inclinations, respectively, and the third slope of the third shaft for transport is the first slope and the second slope of the first shaft for transport. It has a greater slope than the second slope of the shaft for transport, the first slope may have a slope greater than the second slope.

In the present invention, at the boundary of the third shaft for transport and the second shaft for transport, a stepped portion for reducing the transport speed of the stone collected may be positioned to protrude into the passage.

An embodiment of a quarrying method using a quarrying shaft structure according to the present invention is a collection site foundation step of arranging a collection site for stones that can be collected at the top of a stone mountain, and after the collection site foundation step, it is inclined inside the stone mountain A transport tunnel construction step in which the upper part is opened to the upper surface of the collecting site and the lower end is opened to the side from the lower side of the stone mountain, and the stone collected at the collecting site rolls and freely falls from the inside. Stone collection step of collecting stone with heavy equipment at the collection site, stone material collected in the stone extraction step is put into the entrance of the stone transport shaft, and free fall through the stone transport shaft part, and discharged to the outlet of the stone transport shaft. It is characterized in that it comprises a step.

In the present invention, the construction of the tunnel for transport is a sub-dung construction process of forming an auxiliary pit for tunnel construction from the side of the stone mountain through the soil layer and the stone layer of the mountain to the position where the shaft part for transporting the stone is formed, the auxiliary burrow After the construction process, a transport tunnel construction process of constructing a part of the stone transport shaft part or the whole of the stone transport shaft part after the construction process, and an oyster filling process for blocking the auxiliary tunnel for tunnel construction after the transport shaft construction process. .

In the present invention, in the construction of the tunnel for transport, the shaft for transporting stone may be constructed so that the ratio of the height to the width has an inclination angle of 1: 0.5 to 1: 1.2.

In the present invention, in the construction step of the tunnel for transporting, the lower end of the outlet at the outlet of the tunnel for transferring the stone is positioned to have a height of 10 to 20 m above the ground, and the upper end of the outlet is 10 based on the surface of the soil layer It is possible to construct a shaft for transporting stones to a depth of ~ 20m with an extra depth.

In the present invention, the construction step of the tunnel for transport is located on the upper side of the stone mountain, the upper end is opened to the top to become the entrance, and the first transport shaft having an inclination angle of the first slope is located on the lower side of the stone mountain and the lower end is opened in the lateral direction of the stone mountain to become an outlet for dropping the collected stones to the ground, and connects a second transport shaft having a second inclination angle, the first transport shaft and the second transport shaft Constructed to include a third transport shaft having three gradients, the third gradient has a greater gradient than the first gradient and the second gradient, and the first gradient has a greater gradient than the second gradient can be constructed.

The present invention improves the efficiency of stone collection by greatly reducing the cost and time required for transporting the stone collected from the stone mountain to the ground by naturally dropping the stone material quarried from the stone mountain to the ground through a tunnel located at an angle inside the stone mountain. , has the effect of greatly improving the transport efficiency of stone.

The present invention is to minimize the pollution damage such as noise, vibration, and dust generated in transporting the stone collected from the stone mountain to the ground by naturally dropping the stone material quarried from the stone mountain to the ground through a tunnel located at an angle inside the stone mountain. It has the effect of minimizing friction with the residents living in the vicinity and minimizing damage to the residents.

The present invention has the effect of greatly improving the transport efficiency of transporting the collected stone to another point by branching the tunnel to select the discharge location of the stone collected from the stone mountain.

The present invention has an effect of greatly contributing to industrial safety by preventing an accident in which equipment and workers are injured due to a rockfall, or an accident in which a dump truck or an excavator rolls down while transporting a stone from a stone mountain.

1 is a schematic view showing an embodiment of a quarrying shaft structure according to the present invention.
Figure 2 is a schematic diagram showing another embodiment of the shaft structure for quarrying another embodiment of the shaft structure for quarry according to the present invention.
3 and 4 are schematic views showing another embodiment of the quarrying shaft structure according to the present invention.
5 and 6 are views showing an embodiment of the opening and closing part of the tunnel in another embodiment of the structure for quarrying according to the present invention.
7 and 8 are views showing an embodiment of the hydraulic cylinder part of the tunnel opening and closing in another embodiment of the tunnel structure according to the present invention.
9 is a process diagram illustrating a quarrying method using a quarrying shaft structure according to the present invention.

The present invention will be described in more detail.

A preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings. Prior to the detailed description of the present invention, the terms or words used in the present specification and claims described below should not be construed as being limited to conventional or dictionary meanings. Therefore, the configuration shown in the embodiments and drawings described in the present specification is only the most preferred embodiment of the present invention and does not represent all of the technical spirit of the present invention, so at the time of the present application, various It should be understood that there may be equivalents and variations.

1 is a schematic diagram showing an embodiment of a quarrying shaft structure according to the present invention. Referring to FIG. 1 , the quarrying shaft structure according to the present invention is a shaft located in a stone mountain 10 in which stones are buried.

And, in one embodiment of the quarrying shaft structure according to the present invention, one embodiment of the quarrying shaft structure is inclinedly arranged inside the stone mountain 10 and both ends are open, so that the stone collected at the collection site of the stone mountain 10 is It includes a shaft part 100 for transporting stones that rolls from the inside and falls freely to the ground.

For example, the stone mountain 10 includes a soil layer 11 and a stone layer 12 positioned inside the soil layer 11 , and the stone shaft 100 for transporting the stone is positioned within the stone layer 12 .

The shaft part 100 for transporting stone is located so that the upper end side is open to the upper surface at the collecting site located at the top of the stone mountain 10, and the lower end side is open within a predetermined height range with respect to the ground.

It should be noted that the diameter of the shaft part 100 for transporting stones may be formed in various sizes so that the collected stones can be smoothly transported according to the size of the collected stones.

In addition, although not shown, the shaft part 100 for transferring the stone may be inclined in different directions and formed in plurality.

One embodiment of the quarrying shaft structure according to the present invention includes a pair of stone transporting shaft parts 100 positioned symmetrically to each other at the center of the collection site, and a pair of stone transporting shaft parts 100 is a stone mountain (10) may be positioned so as to face opposite directions on the outer periphery of the lower side of the .

The pair of stone shafts 100 for transporting stones can selectively transport the mined stones by having outlets in opposite directions from the stone mountain 10 , thereby improving the transport efficiency of the mined stones.

As an example, the top of the stone mountain 10 is a portion located at the top in the quarry position of the stone mountain 10 and is a pre-arranged portion for collecting stone materials.

The upper end side of the mine shaft part 100 for stone transport is the inlet through which the mined stone collected from the top is put into the inside, and the lower end side of the mine shaft part 100 for stone transport is rolled by gravity from the inside and the collected stone is discharged becomes the exit.

The stone collected from the top of the stone may be fed into the entrance of the shaft 100 for transporting the stone through heavy equipment such as a bulldozer, a fork crane, and a dump truck located at the top.

After being put into the inlet of the stone transport shaft 100, the collected stone is rolled down along the stone transport shaft 100, and discharged to the outlet of the stone transport shaft 100, and falls to the ground for quarrying. It can be simply transported from the top to the ground.

For example, the exit of the stone transport shaft 100 is positioned with a height of 10 to 20 m above the ground as an extra height, and is formed with a depth of 10 to 20 m from the surface of the soil layer 11 as an extra depth.

For example, the diameter of the shaft part 100 for transporting stone is 2.0m to 4.0m, and it is noted that it may be deformed according to the diameter or size of the collected stone to be transported.

In addition, the inclination angle of the shaft part 100 for transporting stone is formed so that the ratio of the height (h) to the width (L) is 1: 0.5 to 1: 1.2.

When the inclination angle of the shaft part 100 for stone transport is too large, that is, when the ratio of height (h) to width (L) has an inclination angle of more than 1: 1.2, the transport speed of the collected stone being rolled and transported is too slow In the case of soil, small particles cannot freely fall, which can block the smooth flow of the quarry.

For example, when the stone transport shaft 100 is constructed with a slope of 1:2 in which the ratio of height (h) to width (L) is 1:2, it is difficult for the collected stone to fall freely, so that the function of the tunnel cannot be performed.

In case the inclination angle of the shaft part 100 for stone transport is large, that is, if the ratio of height (h) to width (L) is 1: 0.5 or more, the lower part (floor) must be cut inwardly. It is cumbersome to do.

At the lower end side of the stone mountain 10, the outlet guide wall 101 is positioned vertically and the outlet of the shaft 100 for stone transport is located in the central part.

The exit guide wall 101 has an extra height of 10 to 20 m from the ground to the lower end of the stone transport shaft 100 below the stone transport shaft 100, and the stone transport shaft 100 It is constructed so as to have an extra height of 10 to 20 m from the upper end to the surface of the soil layer 11 .

The exit guide wall 101 is formed in a vertical direction from the ground to secure a sufficient height at which the collected stones discharged from the exit can be sufficiently accumulated on the ground, and serves to support the smooth stacking of the collected stones, as well as for stone transport An empty space is formed at the upper end of the shaft part 100 to ensure the convenience of transporting the collected stone materials accumulated after being discharged from the shaft part 100 for stone transport to another location by a transport means such as a dump truck. .

On the other hand, it is impossible to construct at once because the shaft part 100 for transporting the stone is tilted and has to be drilled from the top of the stone mountain 10 and from a height of 10 to 20 m above the ground to the soil layer 11 .

Accordingly, the tunnel structure for quarrying according to the present invention penetrates the soil layer 11 and the stone layer 12 of the stone mountain 10 to the position where the shaft part 100 for stone transport is formed. , may further include an oyster filling part 300 for blocking the auxiliary oyster 200 for tunnel construction after the construction of the tunnel part 100 for stone transport.

Auxiliary tunnels 200 for tunnel construction are formed parallel to the ground, and are located in plural with a difference in height so that the tunnel part 100 for stone transport can be easily constructed, and the shaft part 100 for stone transport ), it should be noted that the number and height can be variously modified and implemented according to the length.

Auxiliary tunnel 200 for tunnel construction is formed in such a way that after the shaft part 100 for transporting stone is constructed, it is connected to the shaft part 100 for transporting stone, and the other end side is opened to the shaft part 100 for transporting stone. do.

Auxiliary cave 200 for tunnel construction is formed in such a way that one end side is opened in the land layer of the stone mountain 10, and the other end side is opened as the shaft part 100 for stone transport, and the shaft part 100 for transporting stone materials. ), the tunnel part 100 for transporting the stone penetrates to the top and tilts, so it must be drilled from the top of the stone mountain 10 and from the top of the stone mountain 10 to the soil layer 11 at a height of 10 to 20 m above the ground. This is impossible.

Auxiliary burrow 200 for tunnel construction, after the stone transport shaft 100 is constructed, rolls toward the other end open to the stone transport shaft 100 side, and some of the stones being transported may flow in. Therefore, the stone transport shaft part After (100) is constructed, the other end side opened to the oyster filling part 300 is blocked.

The oyster filling unit 300 may block the auxiliary burrow 200 for tunnel construction by accumulating stones of a predetermined size or more and filling it densely, it may be constructed with concrete, or it may be constructed by mixing mortar, aggregate and cement, etc. After the shaft part 100 for transport is constructed, it can be variously modified into a known construction structure that can block the other end side of the shaft part 100 for stone transport, and a more detailed description will be omitted. .

The oyster filling part 300 is filled only up to the stone layer 12, and the soil layer 11 is placed in an exposed state so that the location of the auxiliary oyster 200 for tunnel construction can be easily confirmed in the land layer of the stone mountain 10 later. make it possible

That is, the tunnel structure for quarrying according to the present invention can be transported by rolling the stone through the shaft 100 for transporting the stone from the top where the actual mining of the stone is made to the ground and allowing it to fall freely.

On the other hand, Figure 2 is a schematic diagram showing another embodiment of the shaft structure for quarrying another embodiment of the shaft structure for quarrying according to the present invention, referring to Figure 2, the shaft part 100 for stone transport is a plurality of transports with different inclinations May contain dragon tunnels.

And, the inclination angle of the transport shaft where the exit is located among the plurality of transport shafts is formed to be the smallest, so that the transport speed of the collected stones is adjusted so that they are discharged at an appropriate speed when discharged and fall to the ground.

The mine shaft structure for quarrying according to the present invention uses a plurality of conveying shafts having different inclinations to more efficiently transport the collected stone materials that are rolled and conveyed in the shaft.

The stone shaft part 100 for transporting the stone is located on the upper side of the stone mountain 10 and the upper end is open to the top to become the entrance, the first transport shaft 110, located on the lower side of the stone mountain 10, and the lower end is located on the lower side of the stone mountain (10) is opened in the lateral direction of the second transport shaft 120, which is an exit for dropping the stone material to the ground, the third connecting the first shaft 110 for transport and the second shaft 120 for transport It may include a shaft 130 for transport.

In addition, the first transport shaft 110 , the second transport shaft 120 , and the third transport shaft 130 have different inclinations, respectively, and the first slope (α) and the second slope having different inclinations, respectively. (β), has a third slope (θ).

The third slope (θ) of the third transfer shaft 130 is a central shaft positioned between the first transport shaft 110 and the second transport shaft 120 and is formed at the largest inclination angle, so that the transport speed is the highest. It will be a fast section.

The first slope (α) of the shaft 110 for the first transfer is smaller than the third slope (θ) of the shaft 130 for the third transfer and is larger than the second slope (β) of the shaft 120 for the second transfer. It is formed at an inclination angle to ensure a stable initial transport speed, and to stably increase the transport speed of the collected stone in the third transport shaft 130 .

The second shaft 120 for transport is a shaft in which the exit from which the stone is finally discharged is located, and is formed with a second slope (β) that is smaller than the first slope (α) to reduce the transport speed of the collected stone discharged through the exit. When discharging, it is possible to discharge the mined stone at a safe speed to prevent an accident that may occur due to the mined stone being discharged at an excessive speed, and to allow the mined stone to fall stably within a preset range.

In addition, at the boundary between the third transport shaft 130 and the second transport shaft 120 , a stepped portion 121 that reduces the transport speed of the collected stone is positioned to protrude into the passage, so that the transport speed of the collected stone is appropriately adjusted It can be reduced, and the collected stone material passes smoothly at the boundary between the third transport shaft 130 and the second transport shaft 120 to be finally discharged at a stable transport speed through the second transport shaft 120 . make it possible

The mine shaft structure for quarrying according to the present invention comprises a plurality of transport shafts with different inclinations for the stone transport shaft part 100 so that the average transport speed of the mined stone is as fast as possible, and the mined stone can be discharged at a safe transport speed. It is possible to maximize the collection and transport efficiency of

On the other hand, Figure 3 is a schematic view showing another embodiment of the quarrying shaft structure according to the present invention, referring to Figure 3, the stone transport shaft 100 has a different inclination and a plurality of interconnected transport shafts (100a, Including 100b and 100c), the location of the entrance where the collected stone is introduced from the mining site of the stone mountain and the outlet where the collected stone material transported through the tunnel from the lower side of the mountain close to the ground is discharged can be freely adjusted, and the direction of the tunnel can be changed Through this, it is possible to maximize the transfer efficiency of the collected stone material.

On the other hand, Figure 4 is a schematic view showing another embodiment of the shaft structure for quarrying another embodiment of the shaft structure for quarry according to the present invention, Figures 5 and 6 are another embodiment of the shaft structure for quarrying according to the present invention It is a view showing an embodiment of the tunnel opening and closing unit 500 in .

Referring to FIG. 4 , another embodiment of the quarrying shaft structure according to the present invention is a branched shaft 400 that branches off from the stone transport shaft 100 to form an outlet in a different direction around the outer periphery of the stone mountain 10 . may further include.

The branching shaft 400 is branched from the ground at the point where the first auxiliary tunnel 200 for shaft construction is located to form an exit in a different direction from the exit of the shaft 100 for transporting stone.

The branched tunnel 400 is branched from the ground at the point where the first auxiliary tunnel for tunnel construction is located to minimize construction costs, and to be constructed by securing construction convenience with the auxiliary tunnel for tunnel construction. can

The branching shaft 400 has one end connected to the stone transport shaft 100 , and the other end is penetrated through the side of the stone mountain 10 , and is rolled and transported through the stone transport shaft 100 . By changing the conveying direction of the stone, the stone material is discharged to the exit located in a different direction from the exit of the shaft part 100 for conveying the stone so that the collected stone can be dropped to the ground.

Referring to FIGS. 5 and 6 , another embodiment of the quarrying shaft structure according to the present invention opens and closes the passage of the entrance of the branch shaft part 400 and the shaft part 100 for stone transport connected to the branch shaft part 400 . It may further include a tunnel opening and shutting unit 500 .

The tunnel opening/closing unit 500 opens and closes the passage of the tunnel unit 100 for stone transport so that the worker can safely work on the ground even during the operation of collecting the collected stone from the extraction site, that is, the top of the stone mountain 10 .

The tunnel opening/closing unit 500 moves the opening/closing block member 510 and the opening/closing block member 510 for blocking the entrance of the branching shaft 400 forward and backward to open the entrance of the branching shaft 400 and the stone transport shaft. It may include a linear moving part 520 blocking the passage of (100).

As an example, the linear moving part 520 is a hydraulic cylinder 521 in which the piston rod 521b connected to the opening/closing block member 510 is linearly movable in the cylinder body 521a.

The linear moving unit 520 may further include a hydraulic control unit (not shown) for operating the hydraulic cylinder 521 by supplying hydraulic pressure to the hydraulic cylinder 521, and the operation of the hydraulic cylinder 521 through the hydraulic control unit is It should be noted that a more detailed description will be omitted since it can be implemented with various modifications using a known structure.

The tunnel opening/closing part 500 is located on the lower side of the branch shaft part 400 from the entrance side of the branch shaft part 400, and the opening/closing block member 510 is connected to the linear moving part 520 and the upper surface is the branch shaft part It includes a block body portion 511 connected to the inner surface of the 400, a protrusion 512 for opening and closing that protrudes upward from the end side of the block body portion 511 to block the entrance of the branch shaft portion 400 .

In addition, the opening and closing protrusion 512 is an inclined surface for guiding the transport of the stone material transported through the shaft part 100 for transporting the stone to the branch shaft part 400 when the passage of the shaft part 100 for transporting the stone is blocked. to provide

The opening/closing block member 510 is formed to have an extra length of a plane connected to the inner surface of the branching shaft 400 toward the rear side of the opening and closing protrusion 512 .

The opening/closing block member 510 closes one end of the shaft 100 for transporting stone while blocking the passage of the shaft 100 for transporting stone, and is rolled along the shaft 100 for transporting stone. The stone material is guided to the branch shaft part 400 along the inclined surface for guiding the transport, is transported through the branch shaft part 400 and discharged to the outlet of the branch shaft part 400 .

At the entrance of the branch shaft 400, a tapered passage expansion tapered portion 410 is positioned so that the transfer guide inclined surface of the opening and closing protrusion 512 is in close contact with the upper side.

The taper part 410 for extending the passageway blocks the passageway of the tunnel part 100 for stone transport when the opening and closing block member 510 is in close contact with the inner surface of the shaft part 100 for stone transport. Ensure that a passage of a size that can be transported is secured.

The opening and closing protrusion 512 blocks the entrance of the branching shaft 400 in such a way that a portion of the upper end side, that is, a portion of the upper end side of the inclined surface for transport guide, is in close contact with the taper portion 410 for extending the passage.

The opening/closing block member 510 blocks the entrance of the branch shaft part 400 in a state in which it is positioned in close contact with the cylinder body 521a, and the inclined surface for transport guide of the opening/closing protrusion 512 and the taper part 410 for extending the passage. A connecting passage is formed between the stone transport shaft 100 and the branch shaft 400 .

When the opening/closing block member 510 is moved by the hydraulic cylinder 521 and the passage of the stone transport shaft 100 is closed, the collected stone input from the collection site to the entrance of the stone transport shaft 100 is the stone transport shaft 100 ), it is transferred to the branching shaft part 400 through a connection passage during transport, and it rolls in the branching shaft part 400 and is finally discharged to the outlet of the branching shaft part 400 .

The operation manager controls the operation of the hydraulic cylinder 521, that is, the operation of the linear moving part 520 to block the entrance of the branch shaft part 400 to discharge the collected stone to the outlet of the shaft part 100 for stone transport, or By blocking the passage of the stone transport shaft 100 , the entrance of the branch shaft 400 may be opened, and the collected stone may be discharged to the outlet of the branch shaft part 400 .

That is, when transporting the collected stone to a location close to the exit of the shaft part 100 for stone transport, the mined stone can be discharged to the exit of the shaft part 100 for stone transport, and the exit of the branch shaft part 400 In the case of transporting the collected stones to a location close to the , the collected stones may be discharged to the outlet of the branch shaft 400 .

7 and 8 are views showing an embodiment of the hydraulic cylinder 521 part of the tunnel opening and closing part 500 in another embodiment of the tunnel structure according to the present invention, and with reference to FIGS. 7 and 8 , the hydraulic pressure The cylinder 521 is movably inserted into the cylinder body 521a and connected to the piston rod 521b to move integrally with the piston rod 521b to protect the piston rod 521b. A rod protection unit 530 is provided. can do.

The rod protection unit 530 may include a protection cover member 531 formed in a shape surrounding the piston rod 521b, and a cover connecting member 532 connecting the protection cover member 531 and the piston rod 521b. have.

The cover connecting member 532 protrudes toward the upper side and the lower side of the piston rod 521b and supports the protective cover member 531 to distribute and support the load of the collected stone by the load of the collected stone and the protective cover member 531 and Deformation of the piston rod 521b is prevented.

The protective cover member 531 covers the gap between the opening/closing block member 510 and the cylinder body 521a when the piston rod 521b is withdrawn and the opening/closing block member 510 advances to cover the drawn piston rod 521b. It not only protects from the mined stone, but also allows the mined stone to be transported smoothly through the branch passage.

On the other hand, FIG. 9 is a process chart showing a quarrying method using a quarrying shaft structure according to the present invention. Referring to FIGS. 1, 2 and 9 , an embodiment of a quarrying method using a quarrying shaft structure according to the present invention is At the top of (10), the collection site foundation step (S100) to organize the collection site of stone where the stone material can be collected, and the collection site foundation step (S100) are located inclined inside the stone mountain (10) and the upper end side is Tunnel construction for transport to construct a shaft 100 for stone transport that is opened to the upper surface of the collecting site and the lower end is opened from the lower side of the stone mountain 10 to the side, and the stone collected at the collecting site rolls from the inside and falls freely Step (S200), the stone material collected in the stone extraction step (S300), the stone extraction step (S300) of collecting stones with heavy equipment at the collection site is put into the entrance of the mine shaft unit 100 for stone transportation It includes a stone conveying step (S400) of free-falling through (100) and discharging it to the outlet of the stone conveying shaft.

In addition, the transport tunnel construction step (S200) is a tunnel from the side of the stone mountain 10 through the soil layer 11 and the stone layer 12 of the stone mountain 10 to the position where the stone shaft part 100 for stone transport is formed. The auxiliary tunnel construction process of forming the auxiliary tunnel for construction 200, the transportation tunnel construction process of constructing a part of the stone transport shaft 100 or the entire stone transport shaft 100 after the auxiliary tunnel construction process, It may include an oyster filling process of blocking the auxiliary oyster 200 for tunnel construction after the tunnel construction process for transport.

In the tunnel construction step (S200) for transport, a part of the shaft part 100 for transporting stone or the whole of the shaft part 100 for transporting stone after constructing an auxiliary burrow 200 for tunnel construction by drilling the side of the stone mountain 10 Construct the entire tunnel 100 for stone transport that is tilted and drilled from the top of the stone mountain 10 to a height of 10 to 20 m above the ground.

The auxiliary burrow construction process and the transport tunnel construction process can be constructed by blasting using gunpowder, by using a perforator that presses in a tube to penetrate the ground, or by drilling. It should be pointed out that it can be constructed in various ways through the excavation process.

In the transport tunnel construction step (S200), the auxiliary tunnel construction process and the transport shaft construction process are alternately performed to complete the construction of the stone transport shaft part 100 .

In addition, after the construction of the tunnel part 100 for transporting stone materials is completed, the auxiliary tunnel 200 for tunnel construction is blocked through the filling process so that the transport of the collected stones collected by the auxiliary hole 200 for tunnel construction is not disturbed. do.

In the oyster filling process, only a part of the auxiliary burrow 200 for tunnel construction is filled, and the oyster filling part 300 is constructed up to the boundary between the auxiliary burrow 200 for tunnel construction and the shaft part 100 for transporting stone materials. 100) should not be narrowed.

In the oyster filling process, the auxiliary burrow 200 for tunnel construction can be blocked by constructing the oyster filling part 300 by stacking stones of a predetermined size or more and filling it densely, and constructing the oyster filling part 300 with concrete to assist the tunnel construction. The oyster 200 may be blocked, or the auxiliary oyster 200 for tunnel construction may be blocked by constructing the oyster filling part 300 by mixing mortar, aggregate, and cement. It should be noted that a more detailed description will be omitted.

In the transporting tunnel construction step (S200), the stone transporting shaft part 100 is constructed so that the ratio of the horizontal (L) to the height (h) has an inclination angle of 1: 0.5 to 1: 1.2.

When the inclination angle of the shaft part 100 for stone transport is too large, that is, when the ratio of height (h) to width (L) has an inclination angle of more than 1: 1.2, the transport speed of the collected stone being rolled and transported is too slow In the case of soil, small particles do not fall freely and block the smooth flow of the quarry.

For example, in the case of constructing the tunnel 100 for stone transport with a slope of 1:2 in the ratio of height (h) to width (L), it is difficult for the collected stone to fall freely due to the low inclination, so that the function of the tunnel cannot be performed.

In case the inclination angle of the shaft part 100 for stone transport is large, that is, if the ratio of height (h) to width (L) is 1: 0.5 or more, the lower part (floor) must be cut inwardly. It is cumbersome to do.

In addition, in the transport tunnel construction step (S200), the exit of the stone transport shaft part 100 is located with a height of 10 to 20 m above the ground as a free height, and a depth of 10 to 20 m is left from the surface of the soil layer 11 It is taken as an example to be formed with a depth.

That is, in the transport tunnel construction step (S200), at the exit of the stone transport shaft part 100, the lower end of the outlet is positioned to have an extra height of 10 to 20 m above the ground, and the upper end of the outlet is the soil layer 11 ), build a shaft 100 for stone transport to have a depth of 10 to 20 m based on the surface of the stone.

In the transport tunnel construction step (S200), an extra height (depth) is formed on the upper end side and the lower end side, respectively, at the exit of the stone transport shaft part 100, so that the collected stones are discharged from the outlet, and then the extra height that can be accumulated on the ground In addition to securing the stone material, it is possible to secure the convenience in transporting the collected stone material accumulated on the ground from the upper end side of the shaft part 100 for stone material transportation to another location by a transportation means such as a dump truck.

In addition, in the transporting tunnel construction step ( S200 ), a plurality of transporting shafts having different inclinations may be constructed of the stone transporting shaft part 100 connected to each other.

In more detail, the transport tunnel construction step (S200) is located on the upper side of the stone mountain 10, the upper end is opened to the top to become an entrance, and the first transport shaft 110 having an inclination angle of the first slope (α) , located on the lower side of the stone mountain (10) and the lower end is opened in the lateral direction of the stone mountain (10) to become an outlet for dropping the collected stone to the ground, and a second transport shaft having an inclination angle of the second slope (β) ( 120), connecting the first shaft 110 for transport and the second shaft 120 for transport, and constructed to include a third shaft 130 for transport having a third slope (θ), and a third slope (θ) ) has a larger slope than the first slope (α) and the second slope (β), and the first slope (α) is constructed to have a larger slope than the second slope (β).

Accordingly, after maximizing the transport speed of the mined stone through the third transport shaft 130 with the highest slope, the transport speed of the mined stone discharged through the exit to the second transport shaft 120 with the lowest slope is reduced and discharged It prevents accidents that may occur due to the extraction of stones being discharged at an excessive speed by allowing the collected stones to be discharged at a safe speed during Transport safety can be ensured.

In the present invention, the cost and time required to transport the stone collected from the stone mountain 10 to the ground by naturally dropping the stone material quarried from the stone mountain 10 to the ground through a tunnel located at an angle in the inside of the stone mountain 10 greatly increases By reducing it, it is possible to improve the stone extraction efficiency and significantly improve the stone material transport efficiency.

In the present invention, the stone material quarried in the stone mountain 10 is naturally dropped to the ground through a tunnel located at an angle inside the stone mountain 10 to transport the stone material collected from the stone mountain 10 to the ground. Noise, vibration, and dust By minimizing the damage of pollution, etc., friction with the residents living in the vicinity of Mt. Seoksan (10) is minimized, and the damage to the residents is minimized.

According to the present invention, it is possible to select the discharge location of the stone material collected from the stone mountain 10 by branching the tunnel, thereby greatly improving the transport efficiency of transporting the collected stone material to another point.

The present invention can greatly contribute to industrial safety by preventing an accident in which equipment and workers are injured due to rockfall, or an accident in which a dump truck or an excavator rolls down while transporting stones from a stone mountain.

It should be noted that the present invention is not limited to the above-described embodiments, and can be implemented with various modifications without departing from the gist of the present invention, which is included in the configuration of the present invention.

10: Seoksan 11: Soil layer
12: stone layer
100: shaft for stone transport 101: exit guide wall
110: shaft for the first transfer 120: shaft for the second transfer
121: step 130: shaft for third transfer
200: auxiliary oyster for tunnel construction 300: oyster filling part
400: branch shaft part 410: taper part for passage expansion
500: tunnel opening and closing part 510: opening and closing block member
511: block body 512: protrusion for opening and closing
520: linear moving part 521: hydraulic cylinder
521a: cylinder body 521b: piston rod
530: rod protection 531: protective cover member
532: cover connecting member
S100: Collecting site foundation stage
S200: Construction stage of the tunnel for transport
S300: Stone extraction stage
S400: stone transfer step

Claims (12)

It is a tunnel located in the stone mountain where stones are buried.
and a shaft for transporting the stone, which is located at an angle in the inside of the stone mountain so that the stone collected at the extraction site located on the upper part of the stone mountain rolls from the inside and falls freely to the ground.
The method according to claim 1,
The exit of the shaft for transporting the stone is located at a height of 10 to 20 m above the ground as an extra height, and a depth of 10 to 20 m from the surface of the soil layer of the stone mountain as an extra depth.
The method according to claim 1,
The shaft structure for quarrying, characterized in that the inclination angle of the shaft for stone transport is formed so that the ratio of the height to the width is 1: 0.5 to 1: 1.2.
The method according to claim 1,
an auxiliary tunnel for tunnel construction formed by penetrating the soil layer and the stone layer from the side of the stone mountain to a position where the stone transport shaft part is formed; and
The tunnel structure for quarrying, characterized in that it further comprises an oyster filling part for blocking the auxiliary oyster for tunnel construction after the construction of the shaft part for stone transport.
The method according to claim 1,
The quarry shaft structure for the stone material, characterized in that it comprises a plurality of transport shafts having different inclinations.
The method according to claim 1,
The stone transport shaft part is located on the upper side of the stone mountain and the upper part is opened to the top to become the entrance, the first transport shaft is located on the lower side of the stone mountain, and the lower part is opened to the side direction of the stone mountain to drop the collected stones to the ground It includes a second shaft for transport that serves as an exit, and a third shaft for transport that connects the first and second shafts for transport,
The first transport shaft, the second transport shaft, and the third transport shaft each have a first gradient, a second gradient, and a third gradient with different inclinations,
The third slope of the shaft for the third transfer has a greater slope than the first slope of the shaft for the first transfer and the second slope of the second shaft for the second transfer, and the first slope is greater than the second slope. A shaft structure for quarrying, characterized in that it has a.
7. The method of claim 6,
The quarrying shaft structure, characterized in that at the boundary of the third transporting shaft portion and the second transporting shaft portion, a stepped portion for reducing the transport speed of the collected stone is positioned to protrude into the passage.
A collection site foundation step of arranging a collection site for stones capable of extraction of stones from the top of the stone mountain;
After the grounding step of the collecting site, it is tilted inside the stone mountain, the upper end side is opened to the upper surface of the collecting site, and the lower end side is opened from the lower side of the stone mountain to the side, so that the stone collected at the collecting site rolls inside and freely falls a transport shaft construction step of constructing a shaft for stone transport;
a stone extraction step of collecting stones with heavy equipment at the collection site; and
and a stone conveying step in which the stone collected in the stone collecting step is put into the entrance of the stone conveying shaft, and free fall through the stone conveying shaft, and discharged to the outlet of the stone conveying shaft. A method of quarrying using structures.
9. The method of claim 8,
The construction step of the tunnel for transport is,
an auxiliary hole construction process of forming an auxiliary hole for tunnel construction from the side of the stone mountain to a position where the stone material transport shaft part is formed through the soil layer and the stone layer of the stone mountain;
a transport tunnel construction process of constructing a part of the stone transport shaft part or the entire stone transport shaft part after the auxiliary tunnel construction process;
A quarrying method using a quarrying shaft structure, characterized in that it includes an oyster filling process for blocking the auxiliary oyster for tunnel construction after the transporting tunnel construction process.
9. The method of claim 8,
The quarrying method using a quarrying shaft structure, characterized in that the construction of the shaft for transport includes constructing the shaft for transporting the stone so that the ratio of height to width has an inclination angle between 1: 0.5 and 1: 1.2.
9. The method of claim 8,
In the step of constructing the tunnel for transport, the lower end of the outlet at the exit of the tunnel for transporting stone is positioned to have a height of 10 to 20 m above the ground, and the upper end of the outlet is 10 to 20 m deep based on the surface of the soil layer. A quarrying method using a quarrying shaft structure, characterized in that the shaft part for transporting stones is constructed to have an extra depth.
9. The method of claim 8,
In the step of constructing the tunnel for transport, the first transport shaft is located on the upper side of the stone mountain and the upper end is opened to the top to become the entrance, and the first transport shaft having an inclination angle of the first slope, is located on the lower side of the stone mountain and the lower end is the stone mountain is opened in the lateral direction of the to be an outlet for dropping the stone material to the ground, and a second transport shaft having an inclination angle of the second slope, connecting the first transport shaft and the second transport shaft, and forming a third slope The branch is constructed to include a third transport shaft, the third slope has a larger slope than the first slope and the second slope, and the first slope is constructed to have a larger slope than the second slope A quarrying method using a quarrying shaft structure, characterized in that it is

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