A combined slagging-off device and method for an ultra-deep vertical shaft

Abstract

The present application belongs to the technical field of tunnel construction, in particular to a combined slagging-off device and method for super-large and super-deep vertical shafts. After the rock is broken by the cutter head during tunneling, the rock slag is suspended by injecting bentonite mud slurry at the cutter head position. The mud slurry and rock slag are separated at the mud-water separation station of the mud-water treatment platform of the vertical tunneling machine. The separated rock slag is lifted to the ground by a bucket. The mud slurry is returned to the cutter head position through the mud return pipeline for repeated use. The excess mud slurry is discharged to the ground mud pool for subsequent use. This method is effective for super-large and super-deep vertical shafts using tunneling machine equipment for slagging-off. Conventional methods such as air-lift reverse circulation, vertical belt conveyor, and mud slurry pump slagging-off cannot be used for super-large and super-deep vertical shafts due to limitations such as mud slurry level, vertical transportation distance, and environmental protection. The above conditions are solved, which can greatly improve the overall construction efficiency and realize continuous operation.

Description

Technical Field

[0001] This invention belongs to the field of tunnel construction technology, specifically a combined muck removal device and method for ultra-deep vertical shafts. Background Technology

[0002] In order to shorten the construction period during tunnel (especially long tunnel) construction, vertical shafts are often built above the existing tunnel to connect the existing tunnel to the ground to increase the working face, or they are built as vertical ventilation structures for subways or water collection wells for deep-buried drainage tunnels.

[0003] Conventional shaft construction employs the drill-and-blast method, which is characterized by low efficiency, high safety risks, and high labor input. The goal is to develop new equipment and adopt new processes in shaft construction, gradually achieving the overall objective of "reducing manpower through mechanization and replacing manpower with automation."

[0004] The existing shaft construction equipment mainly uses the air lift reverse circulation method, vertical belt conveyor, and mud pump slag removal. However, the above slag removal methods are limited in the construction of deep and large shafts due to restrictions on mud level, shaft depth, belt strength of conveyor belt, and environmental protection requirements.

[0005] Therefore, the present invention provides a combined slag removal device and slag removal method for ultra-large deep vertical shafts. Summary of the Invention

[0006] In order to overcome the shortcomings of the prior art, at least one technical problem raised in the background art is solved.

[0007] The technical solution adopted by this invention to solve its technical problem is: a combined slag removal method for ultra-large deep vertical shafts, comprising the following steps:

[0008] S1. The vertical tunneling machine rotates by a cutterhead motor, which in turn drives the roller cutters mounted on the cutterhead to revolve around the central axis, thereby squeezing and cutting the surrounding rock at the shaft face to produce rock debris.

[0009] S2. Rock debris is suspended by bentonite slurry injected into the cutterhead. The suspended slurry and rock debris are pumped to the mud and water treatment station of the mud and water treatment platform. The mud and water treatment station separates the rock debris and slurry through screening and three-stage cyclone separation. The separated rock debris flows into the bucket through the branch hopper. The branch hopper can be remotely controlled to open and close. When the rock debris in the bucket reaches a certain capacity, the branch hopper can be closed. This process is repeated.

[0010] S3, the bucket is lifted to the slag turning platform by the ground lifting equipment after the rock slag is loaded, the rock slag is turned into the ground and transported to the designated slag field, the separated slurry enters the slurry tank of the slurry treatment platform, and according to the slurry liquid level of the cutter head and the liquid level of the slurry tank, the slurry can be selected to be injected into the cutter head for repeated use or discharged to the slurry pool on the ground for subsequent use, and so on. The combined type slag discharge mode of slurry discharge and bucket discharge is completed

[0011] Preferably, a super-deep vertical shaft combined type slag discharge device, the above-mentioned super-deep vertical shaft combined type slag discharge method, the slurry treatment station comprises a screening seat; the slurry treatment station is built at a suitable position according to the position of the vertical shaft; the surface of the screening seat is fixedly connected with a filter cylinder; the inside of the filter cylinder is rotatably connected with a centrifugal cylinder; the filter cylinder and the centrifugal cylinder are arranged separately, and a cavity is formed between the filter cylinder and the centrifugal cylinder; the upper surface of the centrifugal cylinder is connected with the output end of an external motor; a plurality of evenly arranged slurry passing grooves are formed in the outer surface of the centrifugal cylinder, the slurry passing grooves are used to convey the slurry in the slurry, and the rock slag with a larger shape is gradually accumulated at the bottom of the centrifugal cylinder; the inside of the centrifugal cylinder is rotatably connected with a rotating shaft; the outer surface of the rotating shaft is fixedly connected with a plurality of separation leaves; the separation leaves are arranged in a circumferential array on the outer surface of the rotating shaft; the outer surface of the filter cylinder is fixedly connected with a plurality of circumferentially arranged slurry discharge pipes, the slurry discharge pipes are used to convey the separated slurry, one end of the slurry discharge pipe extends into the slurry pool outside the vertical shaft, and the other end penetrates into the inside of the filter cylinder and is arranged on one side of the slurry passing groove; the bottom of the filter cylinder is slidably connected with a supporting table; a plurality of groove holes are formed in the upper surface of the supporting table; the outer surface of the filter cylinder is fixedly connected with an inlet inclined pipe; when the suspended slurry and rock slag are pumped to the slurry treatment station of the slurry treatment platform by the slurry suction pump, the rock slag and the slurry are introduced into the centrifugal cylinder through the inlet inclined pipe, at the same time, the external motor drives the centrifugal cylinder, the rotating shaft and the separation leaves to rotate, as the slurry in the centrifugal cylinder increases, part of the rock slag is compressed by the centrifugal force and the separation leaves, and gradually deposited on the upper surface of the supporting table, the supporting table moves downward under the force, when the supporting table is separated from the filter cylinder, the rock slag falls into the cavity at the bottom of the filter cylinder, and the slurry and the slurry are separated by the centrifugal effect and pass through the centrifugal cylinder and the slurry passing groove and enter the slurry discharge pipe. The device can simultaneously realize the separation of the rock slag and the slurry, improve the separation effect of the slurry, be conducive to the repeated use of the slurry injection cutter head or the discharge of the slurry pool on the ground for subsequent use, and continuously process the rock slag.

[0012] Preferably, the bottom of the filter cartridge is fixedly connected with a plurality of support rods below the supporting table; the upper side of each support rod is rotatably connected with a supporting plate, the upper surface of the supporting plate is connected with the lower surface of the supporting table; the upper surface of the support rod is provided with a rotating rod matched with the supporting plate; the outer surface of the supporting plate is fixedly connected with a pressing spring; during operation, when the rock debris deposited on the surface of the supporting table is too much, and the weight of the supporting table and the rock debris is greater than the supporting force of the supporting plate and the pressing spring, the rock debris will compress the supporting plate and the pressing spring, so that the supporting table is deflected at a certain angle; when the supporting table is separated from the filter cartridge, and at the same time cooperating with the rotation of the centrifugal cylinder, the rock debris on the surface of the supporting table will enter the cavity between the filter cartridge and the supporting table, then the workers can input the rock debris into the bifurcated hopper through the cavity and flow into the bucket, after the bucket is filled with rock debris, it is lifted to the residue turning platform by the lifting equipment on the ground, and the rock debris is turned into the ground and transported to the designated residue field, which is beneficial to the excavation of the shaft.

[0013] Preferably, the upper surface of the supporting plate is rotatably connected with a deflection plate; the inner wall of the filter cartridge is fixedly connected with a top rod on the lower side and one side of the supporting table; the top rod is arranged on the inner wall of the filter cartridge in an inclined manner on the lower side; the outer surface of the deflection plate is provided with an arc-shaped support matched with the top rod; during operation, when the supporting table moves downward, the supporting table will move to the side close to the top rod, then the arc-shaped support on one side of the deflection plate will be in contact with the top rod, under the pressing of the top rod, the arc-shaped support will drive the deflection plate to rotate at a certain angle, so that the deflection plate will be in a deflected state, and the rock debris on the surface thereof will slide down to the cavity between the filter cartridge and the supporting table along the inclined surface as soon as possible, thereby improving the treatment efficiency of the rock debris.

[0014] Preferably, a plurality of elastic pressing rods are fixedly connected between the deflection plate and the supporting table; the plurality of elastic pressing rods are arranged at equal distances; the outer surface of the supporting table is provided with a groove matched with the deflection plate; the arrangement of the elastic pressing rods is beneficial to supporting the deflection plate to a certain extent, and facilitates the bending and recovery of the deflection plate.

[0015] Preferably, the inside of the arc-shaped support is fixedly connected with a horizontal rod; the outer surface of the horizontal rod is slidably connected with an inclined seat; the outer surface of the inclined seat is provided with a groove matched with the horizontal rod; the inclined surface of the inclined seat can cooperate with the top rod, and when the top rod presses the inclined surface of the inclined seat, the inclined seat will move on the outer surface of the horizontal rod; the outer surface of the inclined seat is fixedly connected with a dispersing rod; during operation, when the supporting table moves to the side close to the top rod, the top rod will be in contact with and press the inclined surface of the inclined seat, so that the inclined seat moves at a certain distance on the outer surface of the horizontal rod, and under the cooperation of the dispersing rod, the inclined seat will push the rock debris to one side of the cavity of the filter cartridge as soon as possible.

[0016] Preferably, the inclined seat and the arc-shaped support are fixedly connected with an elastic extrusion rod; the outer surface of the elastic extrusion rod is fixedly connected with a connecting spring; the elastic extrusion rod is arranged, which is beneficial to the recovery of the inclined seat and facilitates the shaking of the dispersion rod at a certain amplitude, so that the rock debris falling on the upper surface of the deflection plate is in a dispersed state, and more rock debris can be contained.

[0017] Preferably, the surface of the deflection plate is fixedly connected with a fixed column at the middle side; the surface of the fixed column is rotatably connected with a pressure plate; the outer surface of the fixed column is provided with a rotating shaft matched with the pressure plate; the pressure plate and the fixed column are fixedly connected with a limiting spring; the pressure plate and the dispersion rod are designed in a mutually separated manner; the opposite sides of the pressure plate and the dispersion rod are both arc-shaped; during the movement of the dispersion rod, the arc-shaped side of the dispersion rod is in contact with the arc-shaped end of the pressure plate, so that the pressure plate is pressed and rotates at a certain angle; at this time, the limiting spring is in a compressed state; under the continuous compression of the dispersion rod and the pressure plate, the two slowly separate, so that the limiting spring is no longer compressed; under the recovery of the limiting spring, the pressure plate moves at a high speed, so that the pressure plate pushes the rock debris on the bottom side of the deflection plate, avoids the problem that the rock debris is difficult to handle due to too much mud adhesion, is beneficial to the concentrated treatment of the rock debris, and facilitates the excavation of the shaft.

[0018] Preferably, the outer surface of the pressure plate is fixedly connected with a plurality of tapered rods; the plurality of tapered rods are arranged at equal distances on the outer surface of the pressure plate; the plurality of tapered rods are arranged, which is beneficial to the separation of part of the rock debris adhered together, makes the shape of the rock debris smaller, and facilitates the concentrated treatment of the rock debris.

[0019] Preferably, the upper surface of the deflection plate is provided with a plurality of penetrating grooves; the plurality of penetrating grooves are irregularly arranged on the upper surface of the deflection plate; the bottom of the filter cylinder is fixedly installed with a conveying pipe; the penetrating grooves are arranged, which is beneficial to the entry of part of the mud into the conveying pipe below through the deflection plate and the supporting table, thereby facilitating the discharge of the mud.

[0020] The beneficial effects of the present application are as follows:

[0021] 1. The super-large deep shaft combined slag discharge device and method, which is better for using the tunneling machine to discharge slag in a super-large deep shaft, and cannot be realized by conventional methods such as air-lift reverse circulation, vertical belt conveyor and mud pump due to limitations of mud level, vertical transportation distance and environmental protection. The method can greatly improve the overall construction efficiency, realize continuous operation, is beneficial to environmental protection, and has a wide application range.

[0022] 2. The combined slagging-off device and method for super-large deep vertical shaft according to the present application, when the supporting table is separated from the filter cylinder, the rock slag will fall into the cavity at the bottom of the filter cylinder, the mud water and the mud will be separated by centrifugal action and pass through the centrifugal cylinder and the permeable tank into the slurry discharge pipe, the device can simultaneously realize the separation of rock slag and mud, improve the separation effect of mud, and is beneficial to the repeated use of mud injection cutter or the discharge of mud to the ground mud pool for subsequent use, and can continuously process the rock slag. BRIEF DESCRIPTION OF DRAWINGS

[0023] The present application will be further described below in conjunction with the drawings.

[0024] Figure 1 is a flow chart of the method of the present application;

[0025] Figure 2 is a perspective view of the screening seat of the present application;

[0026] Figure 3 is an internal cross-sectional view of the screening seat of the present application;

[0027] Figure 4 is an internal cross-sectional view of the screening seat of the present application;

[0028] Figure 5 is a schematic view of the structure of the supporting table part of the present application;

[0029] Figure 6 is a schematic view of the structure of the fixed column part of the present application;

[0030] Figure 7 is a schematic view of the structure of the dispersing rod part of the present application;

[0031] Figure 8 is a schematic view of the structure of the penetrating groove of the second embodiment of the present application.

[0032] In the drawings: 1, mud water treatment station; 2, screening seat; 3, filter cylinder; 31, feeding inclined pipe; 4, centrifugal cylinder; 41, permeable tank; 42, rotating shaft; 43, separation blade; 5, slurry discharge pipe; 6, supporting table; 7, supporting rod; 8, supporting plate; 9, top pressing spring; 10, deflection plate; 11, top rod; 12, arc-shaped support; 13, elastic pressing rod; 14, cross rod; 15, inclined seat; 16, dispersing rod; 17, elastic extruding rod; 18, fixed column; 19, pressure plate; 191, limiting spring; 20, conical rod; 21, penetrating groove. DETAILED DESCRIPTION

[0033] In order to make the technical means, creative features, purposes and effects realized by the present application easy to understand, the present application will be further described below in conjunction with specific embodiments.

[0034] Embodiment I

[0035] As Figure 1 shown, the combined slagging method of a super-deep vertical shaft according to the embodiment of the application comprises the following steps:

[0036] S1, the vertical boring machine is driven to rotate by the cutter head motor, driving the hob installed on the cutter head to revolve, so as to complete the extrusion and cutting of the surrounding rock at the vertical shaft face to produce rock slag;

[0037] S2, the rock slag is suspended by the bentonite mud injected at the cutter head, and the suspended mud and rock slag are pumped to the slurry treatment station 1 of the slurry treatment platform by the suction pump, the slurry treatment station 1 separates the rock slag and mud by screening and three-stage cyclone, the separated rock slag flows into the bucket through the bifurcated hopper, the bifurcated hopper can be remotely controlled to be opened and closed, and when the rock slag in the bucket reaches a certain capacity, the bifurcated hopper can be closed, and the process is repeated;

[0038] S3, after the bucket is filled with rock slag, it is lifted to the slag turning platform by the ground lifting equipment, and the rock slag is turned into the ground and transported to the designated slag disposal site, the separated mud enters the mud tank of the slurry treatment platform, and according to the mud level at the cutter head and the mud level of the mud tank, the mud can be selected to be injected into the cutter head for reuse or discharged to the ground mud pool for subsequent use, and so on, so as to complete the combined slagging method of mud discharge and bucket slagging.

[0039] As Figures 2-3The utility model discloses a kind of super deep vertical shaft combined type slagging-off equipment, the above-mentioned one kind of super deep vertical shaft combined type slagging-off method of the equipment, the slurry treatment station 1 including screening seat 2;The slurry treatment station 1 is built in suitable position according to the position of vertical shaft;The surface of the screening seat 2 is fixedly connected with filter cartridge 3;Centrifugal cylinder 4 is rotatably connected in the inside of filter cartridge 3;Filter cartridge 3 and centrifugal cylinder 4 are arranged separately, and filter cartridge 3 and centrifugal cylinder 4 are hollow, the upper surface of centrifugal cylinder 4 is connected with the output end of external motor;Uniformly arranged permeation groove 41 is opened in the outer surface of the centrifugal cylinder 4, and the permeation groove 41 is used to transport slurry in mud, and larger rock debris gradually accumulates in the bottom of centrifugal cylinder 4;Rotating shaft 42 is rotatably connected in the inside of the centrifugal cylinder 4;Separation blade 43 is fixedly connected on the outer surface of rotating shaft 42;The separation blade 43 is arranged multiple, and is circumferentially arranged on the outer surface of rotating shaft 42;The outer surface of filter cartridge 3 is fixedly connected with circumferentially arranged discharge pipe 5, and the discharge pipe 5 is used to transport separated mud, and one end of discharge pipe 5 extends into slurry pool outside vertical shaft, and the other end penetrates in the inside of filter cartridge 3 and is arranged on one side of permeation groove 41;Supporting table 6 is slidably connected to the bottom of filter cartridge 3;Annular groove, which is matched with supporting table 6, is opened on the lower surface of filter cartridge 3, and a plurality of slot holes are opened on the upper surface of supporting table 6;Feeding inclined pipe 31 is fixedly connected to the outer surface of filter cartridge 3;When working, when suspended slurry and rock debris are pumped to slurry treatment station 1 of slurry treatment platform by suction pump, rock debris and slurry are introduced into centrifugal cylinder 4 through feeding inclined pipe 31, and external motor drives centrifugal cylinder 4, rotating shaft 42 and separation blade 43 to rotate, with the increase of slurry in the inside of centrifugal cylinder 4, part of rock debris is deposited on the upper surface of supporting table 6 under the compression of centrifugal force and separation blade 43, and supporting table 6 moves downward under force, and when supporting table 6 is separated from filter cartridge 3, rock debris falls into the cavity in the bottom of filter cartridge 3, and slurry and mud are separated by centrifugal action and pass through centrifugal cylinder 4 and permeation groove 41 and enter discharge pipe 5, which can simultaneously realize the separation of rock debris and mud, improve the separation effect of mud, and is conducive to the repeated use of mud injection cutter or the discharge of slurry pool on the ground for subsequent use, and can continuously treat rock debris.

[0040] As Figures 3-5As shown, the bottom of the filter cartridge 3 and below the supporting table 6 is fixedly connected with a plurality of supporting rods 7; the upper side of each supporting rod 7 is rotatably connected with a supporting plate 8, the upper surface of the supporting plate 8 is connected with the lower surface of the supporting table 6; the upper surface of the supporting rod 7 is provided with a rotating rod matched with the supporting plate 8; the outer surface of the supporting plate 8 is fixedly connected with a pressing spring 9; when the surface of the supporting table 6 is deposited with too much rock slag and the weight of the supporting table 6 and the rock slag is greater than the supporting force of the supporting plate 8 and the pressing spring 9, the rock slag will compress the supporting plate 8 and the pressing spring 9, so that the supporting table 6 is deflected at a certain angle; when the supporting table 6 is separated from the filter cartridge 3, and at the same time cooperating with the rotation of the centrifugal cylinder 4, the rock slag on the surface of the supporting table 6 will enter the cavity between the filter cartridge 3 and the supporting table 6, then the workers can input the rock slag into the bifurcated hopper through the cavity and flow into the bucket, after the bucket is filled with rock slag, it is lifted to the rock turning platform through the ground lifting equipment, and the rock slag is turned into the ground and transported to the designated rock dumping site, which is beneficial to the excavation of the shaft.

[0041] The upper surface of the supporting plate 8 is rotatably connected with a deflection plate 10; the inner wall of the filter cartridge 3 is fixedly connected with a top rod 11 on the lower side and one side of the supporting table 6; the top rod 11 is arranged in an inclined manner on the inner wall of the filter cartridge 3 on the lower side; the outer surface of the deflection plate 10 is provided with an arc-shaped support 12 matched with the top rod 11; when the supporting table 6 moves downward, the supporting table 6 will move to the side close to the top rod 11, then the arc-shaped support 12 on one side of the deflection plate 10 will contact the top rod 11, under the pressure of the top rod 11, the arc-shaped support 12 will drive the deflection plate 10 to rotate at a certain angle, so the deflection plate 10 will be in a deflected state, and the rock slag on the surface thereof will slide down to the cavity between the filter cartridge 3 and the supporting table 6 along the inclined surface as soon as possible, thereby improving the treatment efficiency of the rock slag.

[0042] A plurality of elastic pressing rods 13 are fixedly connected between the deflection plate 10 and the supporting table 6; the plurality of elastic pressing rods 13 are arranged at equal distances; the outer surface of the supporting table 6 is provided with a groove matched with the deflection plate 10; the arrangement of the elastic pressing rods 13 is beneficial to supporting the deflection plate 10 and facilitating the bending and recovery of the deflection plate 10.

[0043] As Figures 4-7As shown, the inner part of the arc-shaped support 12 is fixedly connected with a horizontal rod 14; the outer surface of the horizontal rod 14 is slidably connected with an inclined seat 15; the outer surface of the inclined seat 15 is provided with a groove matched with the horizontal rod 14; the inclined surface of the inclined seat 15 can be matched with the top rod 11; when the top rod 11 presses the inclined surface of the inclined seat 15, the inclined seat 15 will move on the outer surface of the horizontal rod 14; the outer surface of the inclined seat 15 is fixedly connected with a dispersing rod 16; when the supporting table 6 moves towards the side close to the top rod 11, the top rod 11 will be in contact with and press the inclined surface of the inclined seat 15, so that the inclined seat 15 moves on the outer surface of the horizontal rod 14 at a certain distance; under the action of the dispersing rod 16, the inclined seat 15 will quickly push the rock slag to one side of the cavity of the filter cylinder 3.

[0044] The inclined seat 15 and the arc-shaped support 12 are fixedly connected with an elastic extrusion rod 17; the outer surface of the elastic extrusion rod 17 is fixedly connected with a connecting spring; the elastic extrusion rod 17 is arranged, which is beneficial to the recovery of the inclined seat 15 and facilitates the shaking of the dispersing rod 16 at a certain amplitude, so that the rock slag falling on the upper surface of the deflection plate 10 is in a dispersed state, and more rock slag can be contained.

[0045] The surface of the deflection plate 10 is fixedly connected with a fixed column 18 on the middle side; the surface of the fixed column 18 is rotatably connected with a pressure plate 19; the outer surface of the fixed column 18 is provided with a rotating rod matched with the pressure plate 19; the pressure plate 19 and the fixed column 18 are fixedly connected with a limiting spring 191; the pressure plate 19 and the dispersing rod 16 are designed in a mutually separated manner; the opposite sides of the pressure plate 19 and the dispersing rod 16 are both arc-shaped; during the movement of the dispersing rod 16, the arc-shaped side of the dispersing rod 16 will be in contact with the arc-shaped end of the pressure plate 19, so that the pressure plate 19 is pressed and rotates at a certain angle; at this time, the limiting spring 191 is in a compressed state; under the continuous compression of the dispersing rod 16 and the pressure plate 19, the two slowly separate, so that the limiting spring 191 is no longer compressed; under the recovery of the limiting spring 191, the pressure plate 19 will move at a high speed, so that the pressure plate 19 pushes the rock slag on the bottom side of the deflection plate 10, avoiding the problem that the rock slag is difficult to handle due to the adhesion of too much mud, which is beneficial to the concentrated treatment of the rock slag and facilitates the excavation of the shaft.

[0046] The outer surface of the pressure plate 19 is fixedly connected with a plurality of tapered rods 20; the plurality of tapered rods 20 are arranged at equal distances on the outer surface of the pressure plate 19; the plurality of tapered rods 20 are arranged, which is beneficial to the separation of part of the rock slag adhered together, so that the shape of the rock slag becomes smaller, facilitating the concentrated treatment of the rock slag.

[0047] Embodiment two

[0048] As Figure 8As shown, the comparative example one, wherein another embodiment of the present application is: the upper surface of the deflection plate 10 is provided with a plurality of penetrating grooves 21; a plurality of the penetrating grooves 21 are irregularly designed on the upper surface of the deflection plate 10; the bottom of the filter cartridge 3 is fixedly installed with a conveying pipe; the penetrating grooves 21 are arranged, which is beneficial for part of the mud to enter the conveying pipe below through the deflection plate 10 and the supporting table 6, thereby facilitating the discharge of the mud.

[0049] In operation, the vertical boring machine is driven to rotate by the cutter head motor, and the hob installed on the cutter head is driven to revolve, so as to complete the extrusion and cutting of the surrounding rock at the shaft face, and generate rock slag; the rock slag is suspended by the bentonite slurry injected at the cutter head, and the suspended slurry and rock slag are pumped to the slurry treatment station 1 of the slurry treatment platform by the suction pump; the slurry treatment station 1 separates the rock slag and the slurry by screening and three-stage cyclone; the separated rock slag flows into the bucket through the bifurcated hopper, and the bifurcated hopper can be remotely controlled to be opened and closed; when the rock slag in the bucket reaches a certain capacity, the bifurcated hopper can be closed, and the process is repeated; after the bucket is filled with the rock slag, the bucket is lifted to the slag turning platform by the ground lifting equipment, and the rock slag is turned into the ground and transported to the designated slag disposal site; the separated slurry enters the slurry tank of the slurry treatment platform; according to the slurry level at the cutter head and the slurry level in the slurry tank, the slurry can be injected into the cutter head for reuse or discharged to the ground slurry tank for subsequent use, and the process is repeated to complete the combined slurry and bucket slag discharge mode;

[0050] When the suspended slurry and rock slag are pumped to the slurry treatment station 1 of the slurry treatment platform through the slurry suction pump, the rock slag and slurry are introduced into the centrifugal cylinder 4 through the feeding inclined pipe 31, and the centrifugal cylinder 4, the rotating shaft 42 and the separation blade 43 are driven to rotate by the external motor. With the increase of the slurry in the centrifugal cylinder 4, part of the rock slag is gradually deposited on the upper surface of the supporting table 6 under the centrifugal force and the compression of the separation blade 43. When the supporting table 6 is separated from the filter cylinder 3, the rock slag falls into the cavity at the bottom of the filter cylinder 3, and the slurry and the slurry are separated by centrifugal action and pass through the centrifugal cylinder 4 and the slurry tank 41, and enter the slurry discharge pipe 5. The device can realize the separation of rock slag and slurry at the same time, improve the separation effect of the slurry, and is beneficial to the repeated use of the slurry injection cutter or the discharge of the slurry pool on the ground for subsequent use, and can continuously process the rock slag; when the rock slag on the surface of the supporting table 6 is deposited too much, and the weight of the supporting table 6 and the rock slag is greater than the supporting force of the supporting plate 8 and the top spring 9, the rock slag will compress the supporting plate 8 and the top spring 9, so that the supporting table 6 is deflected at a certain angle. When the supporting table 6 is separated from the filter cylinder 3, and at the same time under the rotation of the centrifugal cylinder 4, the rock slag on the surface of the supporting table 6 will enter the cavity between the filter cylinder 3 and the supporting table 6. Then the workers can input the rock slag into the bifurcated hopper and flow into the bucket through the cavity. After the bucket is filled with rock slag, it is lifted to the rock turning platform by the ground lifting equipment, and the rock slag is turned into the ground and transported to the designated rock slag field, which is beneficial to the excavation of the shaft; when the supporting table 6 moves downward, the supporting table 6 will move to the side close to the top rod 11. Then the arc-shaped bracket 12 on one side of the deflection plate 10 will be in contact with the top rod 11. Under the pressure of the top rod 11, the arc-shaped bracket 12 will drive the deflection plate 10 to rotate at a certain angle, so that the deflection plate 10 will be in a deflected state. The rock slag on the surface of the deflection plate 10 will slide down to the cavity between the filter cylinder 3 and the supporting table 6 along the inclined surface as soon as possible, improving the processing efficiency of the rock slag;

[0051] The elastic pressing rod 13 is arranged, which is favorable to support the deflection plate 10 and facilitate the deflection plate 10 to bend and recover; when the supporting table 6 moves to the side close to the jacking rod 11, the jacking rod 11 will contact and press the inclined surface of the inclined seat 15, so that the inclined seat 15 moves on the outer surface of the horizontal rod 14 at a certain distance, and the inclined seat 15 will push the rock slag to one side of the cavity of the filter cartridge 3 as soon as possible under the action of the dispersing rod 16; the elastic extrusion rod 17 is arranged, which is favorable to the recovery of the inclined seat 15 and facilitates the dispersing rod 16 to shake at a certain amplitude, so that the rock slag on the upper surface of the deflection plate 10 is in a dispersed state, so that more rock slag can be contained; during the movement of the dispersing rod 16, the arc shape on one side of the dispersing rod 16 will contact the arc shape at one end of the pressure plate 19, so that the pressure plate 19 is pressed and rotates at a certain angle, at this time, the limiting spring 191 is in a compressed state, and the dispersing rod 16 and the pressure plate 19 continue to compress, so that the two slowly separate, so that the limiting spring 191 is no longer compressed, and under the recovery of the limiting spring 191, the pressure plate 19 will move at a high speed, so that the pressure plate 19 pushes the rock slag on the bottom side of the deflection plate 10, avoids the problem that the rock slag is difficult to handle due to too much mud, is favorable to the concentrated treatment of the rock slag, and is convenient for the excavation of the shaft.

[0052] The basic principle, main features and advantages of the present application are shown and described above. It should be understood by those skilled in the art that the present application is not limited by the above embodiments, and the above embodiments and descriptions in the specification are only to illustrate the principle of the present application, and various changes and improvements can be made without departing from the spirit and scope of the present application, and these changes and improvements all fall within the scope of the present application. The scope of protection of the present application is defined by the appended claims and their equivalents.

Claims

1. A combined super deep shaft slagging device, characterized in that: The mud water treatment station (1) comprises a screening seat (2), the surface of the screening seat (2) is fixedly connected with a filter cylinder (3), the inside of the filter cylinder (3) is rotatably connected with a centrifugal cylinder (4), the filter cylinder (3) and the centrifugal cylinder (4) are arranged in separation from each other, and a cavity is formed between the filter cylinder (3) and the centrifugal cylinder (4), the outer surface of the centrifugal cylinder (4) is provided with uniformly arranged slurry permeation grooves (41), and the inside of the centrifugal cylinder (4) is rotatably connected with a rotating shaft (42); the outer surface of the rotating shaft (42) is fixedly connected with separation leaves (43); a plurality of separation leaves (43) are arranged in a circumferential array on the outer surface of the rotating shaft (42); the outer surface of the filter cylinder (3) is fixedly connected with circumferentially arranged slurry discharge pipes (5), the bottom of the filter cylinder (3) is slidably connected with a supporting table (6); the lower surface of the filter cylinder (3) is provided with an annular groove matched with the supporting table (6), and the upper surface of the supporting table (6) is provided with a plurality of groove holes; the outer surface of the filter cylinder (3) is fixedly connected with an inclined feeding pipe (31); a plurality of supporting rods (7) are fixedly connected to the bottom of the filter cylinder (3) and below the supporting table (6); the upper side of each supporting rod (7) is rotatably connected with a supporting plate (8); the upper surface of the supporting rod (7) is provided with a rotating rod matched with the supporting plate (8); the outer surface of the supporting plate (8) is fixedly connected with a pressing spring (9); the upper surface of the supporting plate (8) is rotatably connected with a deflection plate (10); the inner wall of the filter cylinder (3) is fixedly connected with a jacking rod (11) on the lower side and on one side of the supporting table (6); the jacking rod (11) is arranged in an inclined manner on the inner wall of the filter cylinder (3) on the lower side; the outer surface of the deflection plate (10) is provided with an arc-shaped bracket (12) matched with the jacking rod (11); a plurality of elastic pressing rods (13) are fixedly connected between the deflection plate (10) and the supporting table (6); the elastic pressing rods (13) are arranged at equal distances; the outer surface of the supporting table (6) is provided with a groove matched with the deflection plate (10).

2. A combined slagging device for a very deep vertical shaft according to claim 1, characterized in that: the inside of the arc-shaped bracket (12) is fixedly connected with a horizontal rod (14); the outer surface of the horizontal rod (14) is slidably connected with an inclined seat (15); the outer surface of the inclined seat (15) is provided with a groove matched with the horizontal rod (14); the outer surface of the inclined seat (15) is fixedly connected with a dispersing rod (16).

3. A combined slagging device for a very deep vertical shaft according to claim 2, characterized in that: the elastic pressing rod (17) is fixedly connected between the inclined seat (15) and the arc-shaped bracket (12); the outer surface of the elastic pressing rod (17) is fixedly connected with a connecting spring.

4. A combined slagging device for a very deep vertical shaft according to claim 2, characterized in that: The surface of the deflection plate (10) is fixedly connected with a fixed column (18); the surface of the fixed column (18) is rotatably connected with a pressure plate (19); the outer surface of the fixed column (18) is provided with a rotating column matched with the pressure plate (19); the pressure plate (19) and the fixed column (18) are fixedly connected with a limiting spring (191); the pressure plate (19) and the dispersion rod (16) are designed in a mutually separated manner; the opposite sides of the pressure plate (19) and the dispersion rod (16) are both arc-shaped.

5. A combined slagging device for a very deep vertical shaft according to claim 4, characterized in that: The outer surface of the pressure plate (19) is fixedly connected with a plurality of tapered rods (20); the plurality of tapered rods (20) are arranged at equal distances on the outer surface of the pressure plate (19).

6. A combined slagging device for a very deep vertical shaft according to claim 1, characterized in that: The upper surface of the deflection plate (10) is provided with a plurality of penetrating grooves (21); the plurality of penetrating grooves (21) are irregularly arranged on the upper surface of the deflection plate (10); the bottom of the filter cartridge (3) is fixedly installed with a conveying pipe.

7. A combined slagging method for a super-deep shaft, which is carried out by using the combined slagging device for a super-deep shaft according to any one of claims 1-6, characterized in that: The method comprises the following steps: S1, the vertical heading machine is driven to rotate by the cutter head motor, and the hob installed on the cutter head is driven to revolve, so as to complete the extrusion and cutting of the surrounding rock at the shaft face to generate rock slag; S2, the rock slag is suspended by injecting bentonite mud at the cutter head, and the suspended mud and rock slag are pumped to the slurry treatment station (1) of the slurry treatment platform by the slag suction pump, the slurry treatment station (1) separates the rock slag and the mud by screening and three-stage cyclone, the separated rock slag flows into the bucket through the bifurcated hopper, the bifurcated hopper can be remotely controlled to be opened and closed, and when the rock slag in the bucket reaches a certain capacity, the bifurcated hopper can be closed, and the process is repeated; S3, the bucket is lifted to the slag turning platform by the ground lifting equipment after the rock slag is filled, and the rock slag is turned into the ground and transported to the designated slag disposal site, the separated mud enters the mud tank of the slurry treatment platform, and according to the mud level at the cutter head and the liquid level of the mud tank, the mud can be injected into the cutter head for repeated use or discharged to the ground mud tank for subsequent use, and the process is repeated to complete the combined slag removal mode of mud discharge and bucket slag discharge.

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