Treatment device and method for mine gushing water
Through the combination of grid filtration and flocculation precipitation, combined with air-floating oil removal and aeration oxidation precipitation, the problem of removing emulsified oil and heavy metal ions in the mine rush water is solved, and the continuous backwashing technology of multi-media filter layer is achieved efficiently Economical mine water inrush treatment improves work efficiency and water quality.
Patent Information
- Application Number
- CN202411030548.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-30
- Publication Date
- 2024-12-20
- Estimated Expiration
- 2044-07-30
AI Technical Summary
Existing mine water inrush treatment technology is difficult to effectively remove emulsified oil, dissolved oil substances and heavy metal ions, and filtration and purification treatment must be suspended during the backwashing of traditional filter materials, which affects working efficiency and water quality.
The process of grid filtration + flocculation-assisted condensation precipitation + inclined tube precipitation + multi-media filtration + disinfection and sterilization is adopted, and iron and manganese ions are removed through air-floating oil removal and aeration oxidation precipitation, combined with the transport mechanism and the clamping mechanism Continuous backflushing and reuse of multi-media filter layer.
It realizes continuous filtration and purification of mine water inrush, reduces operation and maintenance costs, improves water quality and treatment efficiency, and is suitable for promotion and use.
Smart Images

Figure CN119161038A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of mine water purifying treatment, and in particular to a treatment device and method for mine water purging. Background Art
[0002] During the mining process, on the one hand, aquifers, impermeable layers and water-conducting faults are exposed and destroyed, and on the other hand, surrounding rock strata are caused to move and the surface collapse, resulting in the phenomenon of groundwater or surface water gushing into the shaft or tunnel, which is called mine water inrush.
[0003] At present, in order to alleviate the problem of water supply and demand, it is an inevitable trend to recycle mine wastewater and reduce environmental pollution. Mine water gushes due to the scouring of coal seams and the influence of domestic sewage during the mining process. Therefore, the suspended matter content in the mine water is high, and it contains high emulsified oil and dissolved oil substances. It also contains iron, manganese, magnesium, calcium, sulfate and various heavy metal ions (such as chromium, lead, copper, zinc, nickel, arsenic, lead, ammonia nitrogen ions), etc.
[0004] At present, the common mine water pollution control process mostly adopts lime neutralization precipitation method, simple sludge return method, HDS treatment method, oxidation-reduction method, ion exchange method, etc. These processes have their own characteristics, but also have their own disadvantages. Mine water generally contains high emulsified oil and dissolved oil substances. Common membrane technologies such as nano-ceramic membranes are used for oil removal, but this will increase the burden of the membrane treatment system, and will also cause serious membrane pollution to the membrane system, affecting the flow efficiency. The operation and maintenance cost of the membrane system is high, and the operation stability is poor, which will not only waste precious water resources, but also may cause a series of environmental pollution problems; and traditionally, various filter materials are often used to remove heavy metal ions in mine water. Although the filter layer can be used again by backwashing to increase the service life of the filter layer, if the filter layer needs to be backwashed, the filtration and purification of the mine water must be suspended. After the backwashing of the filter layer is completed, the filtration and purification can be started again, which reduces the work efficiency and purification efficiency, and cannot achieve continuous filtration and purification of mine water.
[0005] Therefore, the applicant proposes a device and method for treating mine water inrush to solve the above problems. Summary of the invention
[0006] In view of the deficiencies in the prior art, the present invention aims to provide a device and method for treating mine water inrush.
[0007] In order to achieve the above object, the present invention adopts the following technical solutions:
[0008] A treatment device for mine water inrush, comprising reaction tanks, a multi-media filtering tank and a flushing tank;
[0009] Wherein, two groups of multi-media filter layers are arranged in the multi-media filter pool, one group of the multi-media filter layers is composed of a plurality of medium filter layers, and the flushing pool is used to backwash the multi-media filter layers;
[0010] The tops of the multi-media filter tank and the flushing tank are open, and transfer mechanisms are provided on both sides of the tops of the multi-media filter tank and the flushing tank. A cylinder is installed on the top of the transfer mechanism, and the same mounting plate is installed on the tops of the cylinders on both sides. A plurality of first connecting plates are installed on the bottom of the mounting plate, and a support plate is installed between the two first connecting plates. A linkage mechanism is provided on the support plate, and second connecting plates are installed on both sides of the bottom of the support plate. A plurality of partition plates are provided between the two second connecting plates. A clamping mechanism is provided between the second connecting plate and the partition plate, and between the partition plates. The linkage mechanism can drive the clamping plates of the clamping mechanism to move closer to or away from each other, and can clamp a group of multi-media filter layers.
[0011] The treatment device for mine water gushing according to claim 1 is characterized in that each reaction tank comprises a grid tank, a flocculation reaction tank, a coagulant reaction tank, an inclined tube sedimentation tank, a first regulating sedimentation tank, an oil removal sedimentation tank, a second regulating sedimentation tank, a multi-media filter tank, a disinfection tank and a clear water tank which are connected in sequence, one side of the grid tank is connected to the water inlet pipe, the coagulation reaction tank is connected to the grid tank through a pipe, the coagulant reaction tank is connected to the lower part of the coagulation reaction tank, the inclined tube sedimentation tank is connected to the upper part of the coagulant reaction tank, the first regulating sedimentation tank is connected to the inclined tube sedimentation tank through a pipe, the oil removal sedimentation tank is connected to the first regulating sedimentation tank through a pipe, the second regulating sedimentation tank is connected to the upper part of the oil removal sedimentation tank, the multi-media filter tank is connected to the upper part of the second regulating sedimentation tank, the disinfection tank is connected to the lower part of the multi-media filter tank through a pipe, the clear water tank is connected to the disinfection tank through a pipe, one side of the lower part of the clear water tank is connected to the outlet pipe, and the flushing tank is located between the oil removal sedimentation tank, the multi-media filter tank and the clear water tank.
[0012] Furthermore, a horizontal plate is provided in the lower part of the grille pool, and at least two grille nets are vertically placed on the horizontal plate.
[0013] Furthermore, a demulsifier dosing barrel is provided on the top of the oil removal sedimentation tank, and an emulsion dosing pipe of the demulsifier dosing barrel extends into the oil removal sedimentation tank, an aeration pipe is provided in the lower part of the oil removal sedimentation tank, an overflow weir is provided in the upper part of the oil removal sedimentation tank, an oil-water probe is provided at the connecting point between the oil removal sedimentation tank and the second regulating sedimentation tank, an oil pump is provided on the top of the oil removal sedimentation tank, and an oil pumping pipe of the oil pump extends into the oil removal sedimentation tank and is located on one side of the oil-water probe.
[0014] Furthermore, one group of the multi-media filter layers includes a first media filter layer, a second media filter layer, a third media filter layer, a fourth media filter layer and a fifth media filter layer which are sequentially arranged along the water flow direction, and several media filter layers of the two groups of the multi-media filter layers are staggered with each other.
[0015] Furthermore, a plurality of hollow partitions are provided in the flushing pool, a plurality of nozzles are connected to one side of the hollow partitions, and a top of the hollow partitions is connected to a water outlet pipe via a connecting pipe.
[0016] Furthermore, the transfer mechanism includes guide rails located on both sides of the top of the multi-media filtration tank and the flushing tank, fixed plates are provided at both ends of the guide rails, a slide groove is provided in the guide rails, a first threaded rod is rotatably provided in the slide groove, a threaded block is threadedly connected to the first threaded rod, a movable plate is installed on the threaded block, cylinders are installed on both sides of the movable plate, and one end of the first threaded rod passes through one of the fixed plates and is connected to the output end of the first motor.
[0017] The transmission gear of the present invention is a gear selected from the group consisting of a first gear and a second gear selected from the group consisting of a first gear and a second gear selected from the group consisting of a first gear and a second gear selected from the group consisting of a first gear and a second gear selected from the group consisting of a first gear and a second gear selected from the group consisting of a first gear and a second gear selected from the group consisting of a first gear and a second gear selected from the group consisting of a first gear and a second gear selected from the group consisting of a first gear and a second gear selected from the group consisting of a
[0018] Furthermore, the clamping mechanism includes a plurality of second threaded rods rotatably connected to the second connecting plate and a plurality of partition plates respectively, a sixth bevel gear is installed at the other end of the second threaded rod, a fifth bevel gear is installed at the bottom of the fourth rotating shaft, the fifth bevel gear and the sixth bevel gear are meshed with each other, a clamping plate is threadedly connected to the second threaded rod, and a tightening block is provided on at least one side of the lower part of the clamping plate.
[0019] According to the above-mentioned processing method for the mine water inrush treatment device, the following steps are included:
[0020] S1: The mine water is input into the grid pool through the water inlet pipe to remove the large suspended particles in the water; the mine water after preliminary purification enters the flocculation reaction pool through the pipe, and the flocculation reaction is carried out by adding flocculants, so that the small suspended particles in the water form micro-flocs; the mine water enters the coagulant-assisted reaction pool through the lower part of the flocculation reaction pool, and the coagulant-assisted reaction is carried out by adding coagulants, so that the micro-flocs are converted into larger flocs; the mine water enters the inclined tube sedimentation tank through the upper part of the coagulant-assisted reaction pool, and the flocs are separated from the water body through the inclined pipe network of the inclined tube sedimentation tank;
[0021] S2: The supernatant of the inclined tube sedimentation tank enters the first regulating sedimentation tank through a pipeline, and the pH value of the water is adjusted to 10.3-10.8 by adding an alkali agent, and the magnesium ions in the water are removed; the regulated mine water in the first regulating sedimentation tank enters the oil removal sedimentation tank through a pipeline, and demulsifier is added, and aeration is used for flotation to remove oil, and iron and manganese ions in the water are removed; the deoiled water in the oil removal sedimentation tank enters the second regulating sedimentation tank through overflow, and the pH value of the water is adjusted to 7 by adding an acid agent .3~7.8, and remove calcium ions in the water; discharge the sludge in the grid tank, flocculation reaction tank, coagulant reaction tank and inclined tube sedimentation tank and the sludge and ion precipitates in the first regulating sedimentation tank, oil removal sedimentation tank and second regulating sedimentation tank into the sludge thickening tank, and dehydrate the concentrated sludge in the sludge thickening tank through a screw stack sludge dewatering machine to achieve solid-liquid separation, and return the supernatant produced in the sludge thickening tank and the screw stack sludge dewatering machine to the grid tank, and transport the separated sludge for treatment;
[0022] S3: The regulated mine water in the second regulating sedimentation tank flows into the multi-media filter tank through the upper through hole, and the suspended solids are further removed through the multi-media filter layer, and the iron, manganese, magnesium, calcium, sulfate and various heavy metal ions in the water are effectively removed; the mine water purified in the multi-media filter tank enters the disinfection tank through the pipeline, and the water is disinfected and sterilized by adding disinfectants; the water in the disinfection tank after disinfection and sterilization enters the clear water tank through the pipeline, and the water in the clear water tank can be used for daily domestic water, road watering, agricultural irrigation, backwashing, etc.
[0023] S4: When the multi-media filter layer in the multi-media filter pool needs to be backwashed, the cylinder is lowered to drive the mounting plate, the first connecting plate, the supporting plate, the linkage mechanism, the second connecting plate, the partition plate and the clamping mechanism to be lowered as a whole, and the clamping plates of the clamping mechanism are driven to approach each other through the linkage mechanism to clamp the multi-media filter layer that needs to be backwashed, and then the cylinder is raised to synchronously drive the multi-media filter layer to rise. When the multi-media filter layer leaves the multi-media filter pool, it is moved to the top of the flushing pool through the transfer mechanism, and the cylinder is lowered to place the multi-media filter layer that needs to be backwashed into the flushing pool. By transferring water from the clean water tank to the flushing tank for backwashing, at this time, there is still a group of multi-media filter layers in the multi-media filter tank that can be used to continue filtering and purifying the mine water. After the backwashing of the multi-media filter layer in the flushing tank is completed, the backwashed multi-media filter layer is placed back into the multi-media filter tank through the above-mentioned clamping and transportation steps, and the clamping plates of the clamping mechanism are driven away from each other through the linkage mechanism. The clamping plates that are away from each other can clamp another group of multi-media filter layers, and can transfer the other group of multi-media filter layers to the flushing tank for backwashing, thereby ensuring continuous filtration and purification of the mine water.
[0024] Compared with the prior art, the present invention provides a device and method for treating mine water inrush, which has the following beneficial effects:
[0025] 1. The present invention adopts the process treatment method of "grid filtration + flocculation-aided coagulant precipitation + inclined tube precipitation + primary pH adjustment precipitation + oil removal precipitation + secondary pH adjustment precipitation + multi-media filtration + disinfection and sterilization", which is simple in process, economical and effective, has good treatment effect, low cost, good effluent quality, and is suitable for promotion and use;
[0026] 2. The present invention removes emulsified oil and dissolved oil substances in mine water by adopting air flotation deoiling, without using membrane technology, thus reducing operation and maintenance costs. Moreover, through aeration, oil and water can be separated and iron and manganese ions in the water can be oxidized to generate suspended Fe(OH)3 particles and MnO2 precipitates, which is convenient for removing iron and manganese ions and ensuring the quality of effluent water.
[0027] 3. The present invention can clamp a group of multi-media filter layers through the coordinated use of the transfer mechanism, cylinder, linkage mechanism and clamping mechanism, and transfer them from the multi-media filter pool to the flushing pool for backwashing, so as to facilitate subsequent reuse and reduce maintenance costs. After the backwashing is completed, the multi-media filter layers are clamped and transferred back to the multi-media filter pool, and the clamping plates release this group of multi-media filter layers. The clamping plates that are far away from each other can clamp another group of multi-media filter layers, and can transfer the other group of multi-media filter layers to the flushing pool for backwashing, thereby ensuring that there is at least one group of multi-media filter layers in the multi-media filter pool, ensuring continuous filtration and purification of mine water, and improving work efficiency and purification efficiency. BRIEF DESCRIPTION OF THE DRAWINGS
[0028] Figure 1 It is a top view schematic diagram of the internal structure of the present invention;
[0029] Figure 2 It is a schematic diagram of the top view of the structure of the present invention;
[0030] Figure 3 It is a front view structural schematic diagram of the present invention;
[0031] Figure 4 is a structural schematic diagram of a first cross-section of the present invention;
[0032] Figure 5 is a structural schematic diagram of the second cross section of the present invention;
[0033] Figure 6 It is a schematic structural diagram of a front cross-section of an oil removal sedimentation tank of the present invention;
[0034] Figure 7 It is a structural schematic diagram of a front cross section of a multi-media filter tank of the present invention;
[0035] Figure 8 It is a structural schematic diagram of a front cross-section of a flushing tank of the present invention;
[0036] Fig. 9 It is a front view structural schematic diagram of the linkage mechanism and the clamping mechanism of the present invention;
[0037] Fig.10 It is a left-side cross-sectional structural schematic diagram of the transfer mechanism, linkage mechanism and clamping mechanism of the present invention;
[0038] Fig.11 It is a schematic diagram of a top cross-sectional structure of the linkage mechanism of the present invention;
[0039] Fig.12 It is a bottom view structural schematic diagram of the clamping mechanism of the present invention;
[0040] Fig.13 It is a left-side cross-sectional structural schematic diagram of the transfer mechanism of the present invention.
[0041] Markings in the figure: 1. Grid tank; 101. Horizontal plate; 102. Grid net; 2. Flocculation reaction tank; 201. Flocculant dosing barrel; 202. Flocculant dosing pipe; 3. Aid coagulation reaction tank; 301. Aid coagulant dosing barrel; 302. Aid coagulant dosing pipe; 4. Inclined tube sedimentation tank; 401. Vertical plate; 402. Inclined pipe net; 5. First regulating sedimentation tank; 501. Alkali dosing barrel; 502. Alkali dosing pipe; 6. Oil removal sedimentation tank; 601. Demulsifier dosing barrel; 602. Demulsifier dosing pipe; 603. Aeration pipe; 604. Overflow weir plate; 605 , oil-water probe; 606, oil pump; 7, second regulating sedimentation tank; 701, acid agent dosing barrel; 702, acid agent dosing pipe; 703, scale inhibitor dosing barrel; 704, scale inhibitor dosing pipe; 8, multi-media filter tank; 801, first media filter layer; 802, second media filter layer; 803, third media filter layer; 804, fourth media filter layer; 805, fifth media filter layer; 9, flushing tank; 901, hollow partition; 902, nozzle; 903, connecting pipe; 10, disinfection tank; 1001, disinfectant dosing barrel; 1002, disinfectant Toxic agent dosing pipe; 11, clean water tank; 12, water inlet pipe; 13, water outlet pipe; 14, cover plate; 15, mud discharge pipe; 16, mixer; 17, water pump; 18, handle; 19, drain pipe; 20, pH meter; 21, transfer mechanism; 211, guide rail; 212, fixed plate; 213, slide; 214, first threaded rod; 215, threaded block; 216, moving plate; 217, first motor; 218, first guide rod; 22, cylinder; 23, mounting plate; 24, first connecting plate; 25, support plate; 26, linkage mechanism; 26 1. Second motor; 262. First rotating shaft; 263. First bevel gear; 264. Second bevel gear; 265. Second rotating shaft; 266. Third bevel gear; 267. Fourth bevel gear; 268. Third rotating shaft; 269. Active synchronous pulley; 270. Driven synchronous pulley; 271. Synchronous belt; 272. Fourth rotating shaft; 273. Fifth bevel gear; 28. Partition plate; 29. Clamping mechanism; 291. Sixth bevel gear; 292. Second threaded rod; 293. Clamping plate; 294. Tightening block; 30. Fixed sleeve; 31. Second guide rod. DETAILED DESCRIPTION
[0042] The present invention will be further described below in conjunction with the accompanying drawings and embodiments:
[0043] The standard parts used in the present invention can all be purchased from the market, and special-shaped parts can be customized according to the instructions and the drawings. The specific connection methods of each part adopt conventional means such as mature bolts, rivets, welding, etc. in the prior art. Machinery, parts and equipment all adopt conventional models in the prior art, and the circuit connection adopts the conventional connection method in the prior art, which will not be described in detail here.
[0044] It should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", "third", "fourth", "fifth", and "sixth" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.
[0045] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.
[0046] In the description of the present invention, “plurality” means two or more than two, unless otherwise clearly and specifically defined.
[0047] The embodiment of the present invention provides a device for treating mine water inrush, referring to Figures 1 to 13 , including reaction tanks, a multi-media filtration tank 8 and a flushing tank 9;
[0048] Wherein, the multi-media filter tank 8 is provided with two groups of multi-media filter layers, one group of the multi-media filter layers is composed of a plurality of medium filter layers, and the flushing tank 9 is used to backwash the multi-media filter layers;
[0049] The tops of the multi-media filter pool 8 and the flushing pool 9 are open, and transfer mechanisms 21 are provided on both sides of the tops of the multi-media filter pool 8 and the flushing pool 9, which can transport the multi-media filter layer. A cylinder 22 is installed on the top of the transfer mechanism 21, and the same mounting plate 23 is installed on the tops of the cylinders 22 on both sides. A plurality of first connecting plates 24 are installed at the bottom of the mounting plate 23, and the number of the first connecting plates 24 is designed according to actual conditions. A support plate 25 is installed between the two first connecting plates 24, and a linkage mechanism 26 is provided on the support plate 25. Second connecting plates 27 are installed on both sides of the bottom of the support plate 25, and a plurality of partition plates 28 are provided between the two second connecting plates 27. A clamping mechanism 29 is provided between the second connecting plate 27 and the partition plate 28 and between the partition plates 28 and the partition plates 28. The linkage mechanism 26 can drive the clamping plates 293 of the clamping mechanism 29 to move closer to or away from each other, so as to clamp a group of multi-media filter layers.
[0050] In this embodiment, each reaction tank includes a grid tank 1, a flocculation reaction tank 2, a coagulant reaction tank 3, an inclined tube sedimentation tank 4, a first regulating sedimentation tank 5, an oil removal sedimentation tank 6, a second regulating sedimentation tank 7, a multi-media filtration tank 8, a disinfection tank 10 and a clear water tank 11 which are connected in sequence. One side of the grid tank 1 is connected to the water inlet pipe 12, the coagulation reaction tank 2 is connected to the grid tank 1 through a pipe, the coagulant reaction tank 3 is connected to the lower part of the coagulation reaction tank 2, the inclined tube sedimentation tank 4 is connected to the upper part of the coagulant reaction tank 3, the first regulating sedimentation tank 5 is connected to the inclined The pipe sedimentation tanks 4 are connected to each other by pipelines, the oil removal sedimentation tank 6 and the first regulating sedimentation tank 5 are connected by pipelines, the second regulating sedimentation tank 7 is connected to the upper part of the oil removal sedimentation tank 6, the multi-media filter tank 8 is connected to the upper part of the second regulating sedimentation tank 7, the disinfection tank 10 is connected to the lower part of the multi-media filter tank 8 by pipelines, the clear water tank 11 is connected to the disinfection tank 10 by pipelines, and one side of the lower part of the clear water tank 11 is connected to the outlet pipe 13, and the flushing tank 9 is located between the oil removal sedimentation tank 6, the multi-media filter tank 8 and the clear water tank 11.
[0051] Specifically, the grille tank 1, the flocculation reaction tank 2, the coagulant reaction tank 3, the inclined tube sedimentation tank 4, the first regulating sedimentation tank 5, the oil removal sedimentation tank 6, the second regulating sedimentation tank 7, the multi-media filtration tank 8, the flushing tank 9, the disinfection tank 10 and the clear water tank 11 are integrated; the grille tank 1, the flocculation reaction tank 2, the coagulant reaction tank 3, the inclined tube sedimentation tank 4, the first regulating sedimentation tank 5, the oil removal sedimentation tank 6, the second regulating sedimentation tank 7, the disinfection tank 10 and the clear water tank 11 are all provided with a cover plate 14 on the top; the grille tank 1, the flocculation reaction tank 2, the coagulant reaction tank 3, the inclined tube sedimentation tank 4, the first regulating sedimentation tank 5, the oil removal sedimentation tank 6 and the second regulating sedimentation tank 7 are funnel-shaped at the bottom, so that the sludge and ion precipitates are accumulated along the inclined inner wall, which can be better discharged.
[0052] Reference Figures 1 to 5 , all pipelines are provided with water pumps 17, and the water pumps 17 are arranged on the cover plate 14; the flocculation reaction tank 2, the coagulation-aiding reaction tank 3, the first regulating sedimentation tank 5, the second regulating sedimentation tank 7 and the disinfection tank 10 are provided with a stirrer 16 on the cover plate 14, so that the reaction is faster and more uniform, and the work efficiency is improved. The stirrer 16 is a vertical stirrer, which is a prior art and will not be described in detail here; the first regulating sedimentation tank 5 and the second regulating sedimentation tank 7 are provided with a pH meter on the cover plate 14, and the pH meter extends into the first regulating sedimentation tank 5 and the second regulating sedimentation tank 7 respectively, so as to facilitate the detection of the pH concentration in the water; the coagulation-aiding reaction tank 3 is connected to the lower part of the coagulation reaction tank 2 through a through hole; the inclined tube sedimentation tank 4 is connected to the upper part of the coagulation-aiding reaction tank 3 through a through hole; the second regulating sedimentation tank 7 is connected to the upper part of the oil removal sedimentation tank 6 through a through hole;
[0053] The number of partition plates 28 and the number of clamping mechanisms 29 are set according to the actual number of medium filter layers.
[0054] Among them, refer to Figures 1 to 5 In this embodiment, the grid tank 1, the flocculation reaction tank 2, the coagulant reaction tank 3, the inclined tube sedimentation tank 4, the first regulating sedimentation tank 5, the oil removal sedimentation tank 6 and the second regulating sedimentation tank 7 are all connected to the mud discharge pipe 15 at the bottom, and the flushing tank 9 is connected to a plurality of drainage pipes 19 at the bottom.
[0055] Specifically, a sludge pump is provided on the sludge discharge pipe 15; a valve is provided on the drainage pipe 19. In this embodiment, the number of the drainage pipes 19 is 5.
[0056] Reference Figure 4 A flocculant dosing barrel 201 is provided on the cover plate 14 of the flocculation reaction tank 2, and a flocculant dosing pipe 202 of the flocculant dosing barrel 201 extends into the flocculation reaction tank 2; wherein the flocculant includes but is not limited to polyaluminum chloride (PAC), polyaluminum sulfate (PAS), polyferric chloride (PFC), polyferric sulfate (PFS), polyaluminum silicate chloride, polyferric silicate sulfate, polyaluminum phosphate chloride, polyferric phosphate chloride, polyacrylamide (PAM), etc., and can be one or more of them. In the present embodiment, the flocculant is polyaluminum chloride (PAC), and the small particles of suspended matter in the mine water are formed into tiny flocs through the stirring of the stirrer 16.
[0057] Reference Figure 5A coagulant adding barrel 301 is provided on the cover plate 14 of the coagulant reaction tank 3, and a coagulant adding pipe 302 of the coagulant adding barrel 301 extends into the coagulant reaction tank 3; wherein, the coagulant includes but is not limited to sulfuric acid, phosphoric acid, lime, chlorine, polyacrylamide, activated silica, sodium alginate, etc., and can be one or more of them. In the present embodiment, the coagulant is polyacrylamide (PAM), and the tiny flocs are converted into larger flocs through the stirring of the mixer 16.
[0058] Reference Figure 5 A vertical plate 401 is provided on the bottom of the cover plate 14 of the inclined tube sedimentation tank 4, close to the through hole of the coagulant reaction tank 3. An inclined tube network 402 is provided between the side of the vertical plate 401 away from the through hole and the inner wall of the inclined tube sedimentation tank 4, so that the flocs are separated from the water body. The inclined tube sedimentation tank 4 adopts the conventional inclined tube sedimentation tank 4 on the market, which is the existing technology and will not be elaborated on here.
[0059] Reference Figure 4 An alkali agent dosing barrel 501 is provided on the cover plate 14 of the first regulating sedimentation tank 5, and an alkali agent dosing pipe 502 of the alkali agent dosing barrel 501 extends into the first regulating sedimentation tank 5; wherein, the alkali agent is sodium hydroxide, and the addition of sodium hydroxide can prolong the reaction time of the flocculant and the coagulant aid in the gushing water, increase the condensed particles, and thus the sedimentation speed is faster, and the pH value in the water can be adjusted to 10.3-10.8, and a flocculation and precipitation reaction is carried out on the high-concentration magnesium ions in the gushing water under a strong alkaline environment, so that the magnesium ions generate magnesium hydroxide, which is precipitated and precipitated, and the magnesium ions in the gushing water can be removed, and the precipitation of magnesium hydroxide can be accelerated by adding a flocculant.
[0060] Reference Figure 5 An acid agent dosing barrel 701 is provided on the cover plate 14 of the second regulating sedimentation tank 7, and an acid agent dosing pipe 702 of the acid agent dosing barrel 701 extends into the second regulating sedimentation tank 7. A scale inhibitor dosing barrel 703 is also provided on the cover plate 14 of the second regulating sedimentation tank 7, and a scale inhibitor dosing pipe 704 of the scale inhibitor dosing barrel 703 extends into the second regulating sedimentation tank 7; wherein, the acid agent is dilute sulfuric acid, and dilute sulfuric acid is added to adjust the pH value in the water to 7.3-7.8. One purpose is to facilitate the subsequent recycling of water by people, and the other is to produce calcium sulfate precipitation through dilute sulfuric acid and calcium ions in the gushing water, and remove calcium ions in the gushing water. The precipitation of calcium sulfate can be accelerated by adding flocculants; and scale inhibitors are added to prevent calcium sulfate scaling.
[0061] Reference Figure 5 A disinfectant dosing barrel 1001 is provided on the cover plate 14 of the disinfection pool 10, and a disinfectant dosing pipe 1002 of the disinfectant dosing barrel 1001 extends into the disinfection pool 10; wherein the disinfectant is sodium hypochlorite, which is used to disinfect and sterilize the mine water.
[0062] Reference Figure 4 and Figure 5 In this embodiment, a horizontal plate 101 is provided at the lower part of the grid pool 1, and at least two grid nets 102 are vertically placed on the horizontal plate 101, and large particles of suspended matter in the gushing water are removed through the grid nets 102.
[0063] Specifically, the horizontal plate 101 does not completely close the lower part of the grille pool 1; an opening for the grille net 102 to pass through is provided on the cover plate 14 of the grille pool 1, and a handle 18 is provided on the top of the grille net 102 to facilitate the staff to extract, clean or replace the grille net 102; in the present embodiment, two grille nets 102 are provided, which are convenient for alternation to ensure that there is one grille net 102 in the grille pool 1, so that the mine water can be continuously filtered; two groups of limit components are provided in the grille pool 1 above the horizontal plate 101, each group of limit components includes four limit bars, each group of limit bars are located on both sides of the grille pool 1, and are arranged opposite to each other, that is, two limit bars are provided on one side, and a limit groove for limiting and guiding the grille net 102 is provided between every two limit bars to prevent the grille net 102 from being installed in place.
[0064] Reference Figure 4 and Figure 6 In this embodiment, a demulsifier dosing barrel 601 is provided on the top of the oil removal sedimentation tank 6, and an emulsion dosing pipe 602 of the demulsifier dosing barrel 601 extends into the oil removal sedimentation tank 6. An aeration pipe 603 is provided at the lower part of the oil removal sedimentation tank 6. An overflow weir plate 604 is provided at the upper part of the oil removal sedimentation tank 6 to adjust the overflow speed of the mine water. An oil-water probe 605 is provided at the connection point between the oil removal sedimentation tank 6 and the second regulating sedimentation tank 7. An oil pump 606 is provided on the top of the oil removal sedimentation tank 6. The oil extraction pipe of the oil pump 606 extends into the oil removal sedimentation tank 6 and is located on one side of the oil-water probe 605.
[0065] Specifically, an exhaust port is connected on the cover plate 14 of the oil removal sedimentation tank 6; the aeration pipe 603 is connected to an external blower, and a plurality of micropores are provided on the aeration pipe 603. When working, the micropores will automatically open under the pressure of the gas, and the gas will enter the oil removal sedimentation tank 6 and contact with the mine water. If the pressure disappears, the micropores on the aeration pipe 603 will automatically close to prevent the mine water from flowing back into the micropores. The microporous aeration uses a small amount of gas, saves gas consumption, improves the mixing effect of the gushing water and the demulsifier, and thus improves the efficiency of oil-water separation; when the pH value of the demulsifier is about 10, the demulsification effect will be better; the oil-water probe 605 is located below the upper through hole of the oil removal sedimentation tank 6; the gas passes through the drum The fan enters the aeration pipe 603, and the gas is ejected from the micropores to aerate the mine water for demulsification and flotation to remove oil. After demulsification, the oil in the water is carried to the upper layer of the water by the gas. The oil in the upper layer first flows out through the overflow weir plate 604. The oil-water probe 605 first detects the overflowing oil, and then transmits a signal to the oil pump 606 through the controller. The oil pump 606 starts to absorb the oil, which is convenient for centralized treatment after the oil is collected. When the oil-water probe 605 detects water, the oil pump 606 stops pumping. The iron and manganese ions in the water are oxidized through aeration to generate suspended Fe(OH)3 particles and MnO2 precipitates, which is convenient for removing iron and manganese ions and ensuring the quality of the effluent.
[0066] The flocculant addition tank 201, the coagulant addition tank 301, the alkali agent addition tank 501, the demulsifier addition tank 601, the acid agent addition tank 701 and the disinfectant addition tank 1001 are all equipped with monitoring devices, which can monitor the input amount of the agents in real time to ensure that sufficient agents are added on time and ensure the stable operation of the overall system.
[0067] Reference Figure 7 In this embodiment, a group of the multi-media filter layers includes a first media filter layer 801, a second media filter layer 802, a third media filter layer 803, a fourth media filter layer 804 and a fifth media filter layer 805 which are sequentially arranged along the water flow direction, and the several media filter layers of the two groups of the multi-media filter layers are staggered with each other.
[0068] Specifically, the two groups of multi-media filter layers are sequentially arranged along the water flow direction as follows: the first medium filter layer 801 of the first group of multi-media filter layers, the first medium filter layer 801 of the second group of multi-media filter layers, the second medium filter layer 802 of the first group of multi-media filter layers, the second medium filter layer 802 of the second group of multi-media filter layers, the third medium filter layer 803 of the first group of multi-media filter layers, the third medium filter layer 803 of the second group of multi-media filter layers, the fourth medium filter layer 804 of the first group of multi-media filter layers, the fourth medium filter layer 804 of the second group of multi-media filter layers, and the fifth medium filter layer of the first group of multi-media filter layers. The filter layer 805, the fifth medium filter layer 805 of the second group of multi-media filter layers, and the distances between two adjacent medium filter layers are equal; in this embodiment, 10 groups of limiting components are provided in the multi-media filter pool 8, each group of limiting components includes 4 limiting strips, each group of limiting strips are located on both sides of the multi-media filter pool 8, and are arranged oppositely, that is, two limiting strips are provided on one side, and a limiting groove for limiting and guiding the medium filter layer is provided between each two limiting strips, so as to facilitate the lifting or placement of the medium filter layer; the medium filter layer is filled with medium filter material, and small holes are provided on the medium filter layer, and the pore size of the small holes is smaller than the size of the medium filter material;
[0069] The medium filter material of the first medium filter layer 801 is natural manganese sand, which can achieve the purpose of removing harmful substances such as iron, manganese, and arsenic in water. It is processed from high-quality natural manganese ore and has a brown appearance. It has a unique effect on the removal of iron and manganese from groundwater. It has the most ideal gradation ratio for water treatment filter materials, so that it has the largest specific surface area per unit volume, the strongest pollution interception ability, the largest oxidation catalytic effect, and the smallest backwash loss rate;
[0070] The medium filter material of the second medium filter layer 802 is quartz sand, which has a certain removal effect on organic pollutants. Quartz sand is a hard, wear-resistant, chemically stable silicate mineral, and its main mineral component is SiO2. It is widely available, does not require a specific processing procedure, and is relatively cheap.
[0071] The filter material of the third filter layer 803 is zeolite. Zeolite is widely found in nature and is an aluminum silicate mineral. Zeolite has unique structure and crystal chemical properties, which enable it to have the characteristics of adsorption, ion exchange, catalysis, acid and alkali resistance, radiation resistance and low density. It can absorb ammonia nitrogen, organic matter and heavy metal ions in water, and can effectively reduce the toxicity of hydrogen sulfide at the bottom of the pool.
[0072] The medium filter material of the fourth medium filter layer 804 is activated carbon, which is a black porous solid carbon. It can effectively absorb free chlorine, phenol, sulfur, oil, colloid, pesticide residues and other organic pollution in water and recover organic solvents, and has the functions of decolorization, purification, impurity removal, deodorization, deodorization, carrier, purification, recovery, etc.
[0073] The medium filter material of the fifth medium filter layer 805 is an ion exchange resin, which is an insoluble molecular compound with a three-dimensional spatial structure, and its functional groups can exchange with ions in water, thereby removing sulfate and heavy metal ions in water;
[0074] Suspended matter, radioactive pollutants, etc. in the mine water can also be removed through the first medium filter layer 801, the second medium filter layer 802, the third medium filter layer 803, the fourth medium filter layer 804 and the fifth medium filter layer 805. Finally, after five layers of medium filter layers, suspended matter, oil substances, various heavy metal ions and radioactive pollutants in the mine water can be basically and efficiently removed.
[0075] Reference Figure 8 In this embodiment, a plurality of hollow partitions 901 are provided in the flushing pool 9, a plurality of nozzles 902 are connected to one side of the hollow partition 901, and the top of the hollow partition 901 is connected to the water outlet pipe 13 through a connecting pipe 903.
[0076] Specifically, in this embodiment, the number of hollow partitions 901 is 5; 10 groups of limit components are arranged in the flushing tank 9, each group of limit components includes 4 limit bars, each group of limit bars are located on both sides of the flushing tank 9, and are arranged relatively, that is, 2 limit bars are arranged on one side, and a limit groove for limiting and guiding the medium filter layer is arranged between every 2 limit bars, so as to facilitate the lifting or placement of the medium filter layer, and a hollow partition 901 is arranged between every 2 groups of limit components to divide the flushing tank 9 into 6 spaces, and the lower parts of the 5 spaces corresponding to the limit components are connected to the drainage pipe 19; through backwashing, the suspended matter and flocculation on the five layers of the medium filter layer are drained away. Objects, sediments, etc. are flushed out by the backwash water flow and discharged to the outside through the drain pipe 19; each space is separated by the hollow partition 901, and during backwashing, the purpose of no repeated pollution and cleaning is achieved, which is convenient for subsequent reuse, reduces maintenance costs, improves the effect of subsequent repeated filtration of various heavy metal ions, and extends the service life of the medium filter layer; preferably, the top of the medium filter layer can be set to an openable cover body. When the medium filter layer has been used for a long time and loses the ability to remove relevant heavy metal ions, the internal filter material can be replaced by opening the cover body, so that the medium filter layer can continue to be used, thereby increasing the service life of the system.
[0077] Reference Fig. 9 and Fig.13In this embodiment, the transfer mechanism 21 includes guide rails 211 located on both sides of the top of the multi-media filter tank 8 and the flushing tank 9, and fixed plates 212 are provided at both ends of the guide rails 211. A slide groove 213 is provided in the guide rail 211, and a first threaded rod 214 is rotatably provided in the slide groove 213. A threaded block 215 is threadedly connected to the first threaded rod 214, and a movable plate 216 is installed on the threaded block 215. Cylinders 22 are installed on both sides of the movable plate 216. One end of the first threaded rod 214 passes through one of the fixed plates 212 and is connected to the output end of the first motor 217.
[0078] Specifically, the guide rail 211 is located on the cover plates 14 on both sides of the top of the multi-media filter tank 8 and the flushing tank 9; the guide rail 211 is U-shaped in longitudinal section, and a slide groove 213 is provided therein, and both ends of the first threaded rod 214 are rotatably connected to the fixed plate 212; the movable plate 216 is located above the guide rail 211; a first guide rod 218 parallel to the first threaded rod 214 is also provided in the slide groove 213, and the first guide rod 218 passes through the threaded block 215 and is slidably connected to the threaded block 215. By providing the first guide rod 218, the stability of the movement of the movable plate 216 is improved; the number of cylinders 22 is 4, and each movable plate 216 is provided with 2 cylinders 22;
[0079] The first motor 217 is started, and the first motor 217 drives the first threaded rod 214 to rotate, thereby driving the threaded block 215 to move along the slide groove 213, so that the moving plate 216 can move back and forth between the multi-media filtering tank 8 and the flushing tank 9.
[0080] Reference Figures 9 to 12 In this embodiment, the linkage mechanism 26 includes a second motor 261 installed on the mounting plate 23, the output end of the second motor 261 is connected to a first rotating shaft 262 that penetrates the mounting plate 23, a first bevel gear 263 is installed on the first rotating shaft 262, and second bevel gears 264 are meshed and connected on both sides of the first bevel gear 263, a second rotating shaft 265 is connected to the second bevel gear 264, and a third bevel gear 266 is installed on the other end of the second rotating shaft 265, and the third rotating shaft is rotatably installed on the support plate 25. 268, a fourth bevel gear 267 is installed on the third rotating shaft 268, and the fourth bevel gear 267 is meshed with the third bevel gear 266. A plurality of fourth rotating shafts 272 are provided on both sides of the third rotating shaft 268, penetrating the support plate 25 and rotatably connected to the support plate 25. A driving synchronous pulley 269 is installed on the third rotating shaft 268, and a driven synchronous pulley 270 is installed on the top of the fourth rotating shaft 272. A synchronous belt 271 is connected between the driving synchronous pulley 269 and the plurality of driven synchronous pulleys 270.
[0081] Specifically, the number of the first bevel gear 263 is 1, the number of the second bevel gear 264 is 2, the number of the third bevel gear 266 is 2, and the number of the fourth bevel gear 267 is 2; the number of the first rotating shaft 262 is 1, the number of the second rotating shaft 265 is 2, the number of the third rotating shaft 268 is 2, and the number of the fourth rotating shaft 272 is 12, that is, 6 fourth rotating shafts 272 are provided on both sides of the support plate 25; the first rotating shaft 262, the third rotating shaft 268 and the fourth rotating shaft 272 are all arranged vertically; the second rotating shaft 265 is arranged horizontally; the two sides of the first bevel gear 263 are meshed with the upper part of the second bevel gear 264; the third bevel gear 26 6 is meshed with one side of the fourth bevel gear 267; the number of active synchronous pulleys 269 is 2, the number of synchronous belts 271 is 2, and the number of driven synchronous pulleys 270 is 12, that is, 6 driven synchronous pulleys 270 are provided on both sides above the support plate 25; fixed sleeves 30 are installed on both sides of the support plate 25, the second rotating shaft 265 passes through the fixed sleeve 30, and is rotatably connected with the fixed sleeve 30, and the second rotating shaft 265 is supported by setting the fixed sleeve 30; the first connecting plate 24 does not interfere with the synchronous belt 271; in this embodiment, three driven synchronous pulleys 270 are symmetrically provided on both sides of the active synchronous pulley 269 on the same side.
[0082] Reference Figures 9 to 12 In this embodiment, the clamping mechanism 29 includes a plurality of second threaded rods 292 rotatably connected to the second connecting plate 27 and a plurality of partition plates 28 respectively, a sixth bevel gear 291 is installed at the other end of the second threaded rod 292, a fifth bevel gear 273 is installed at the bottom of the fourth rotating shaft 272, the fifth bevel gear 273 and the sixth bevel gear 291 are meshed with each other, a clamping plate 293 is threadedly connected to the second threaded rod 292, and a tightening block 294 is provided on at least one side of the lower part of the clamping plate 293.
[0083] Specifically, the second threaded rods 292 are rotatably connected on both sides of the partition plate 28, and the second threaded rod 292 is rotatably connected on one of the second connecting plates 27; the second threaded rod 292 is arranged horizontally; the number of the fifth bevel gears 273 is 12, corresponding to the number of the fourth rotating shafts 272; the number of the sixth bevel gears 291 is 22, that is, 11 sixth bevel gears 291 are arranged on both sides below the support plate 25; the number of the second threaded rods 292 corresponds to the number of the sixth bevel gears 291, that is, the number of the second threaded rods 292 is also 22, and similarly, the number of the clamping plates 293 is also 22. The arrangement is to enable the clamping plates 293 to clamp a group of multi-media filter layers when they are close to each other, and to clamp another group of multi-media filter layers when they are far away from each other, thereby improving the clamping efficiency, so that five layers of medium filter layers of a group of multi-media filter layers can be clamped at the same time each time, which is convenient for transportation and backwashing; a clamping block 294 is provided on one side of the lower part of the clamping plate 293 of the second connecting plate 27 at both ends of the support plate 25, and a clamping block 294 is provided on both sides of the lower part of the remaining clamping plates 293. The clamping block 294 is flexibly arranged, and a rubber pad is provided on the surface of the clamping block 294 to improve the clamping force;
[0084] A second guide rod 31 is provided on both sides between the two second connecting plates 27. The second guide rods 31 on both sides respectively penetrate all the clamping plates 293 on the same side and are slidably connected with the clamping plates 293, thereby improving the stability of the movement of the clamping plates 293; preferably, two second guide rods 31 are provided on the same side, which are respectively located at the two ends of the clamping plates 293 on the same side, thereby further improving the stability of the movement of the clamping plates 293.
[0085] The suspended matter content of mine water is 500-1500 mg / L, the oil value is 30-50 mg / L, the magnesium ion is 50-70 mg / L, the iron ion is 30-60 mg / L, the manganese ion is 5-10 mg / L, and the calcium ion is 500-600 mg / L.
[0086] The concentration values of various items in the treated clean water are: suspended matter content is 2.5-10 mg / L, oil value is 0.1-0.5 mg / L, magnesium ion is 2-5 mg / L, iron ion is 1-3 mg / L, manganese ion is 0.02-0.05 mg / L, calcium ion is 5-15 mg / L. It can be seen from the data that the concentrations of various pollutants in the mine water treated by the method of the present invention are significantly reduced, so that the treated clean water can be used for daily domestic water, road watering, agricultural irrigation, backwashing, etc., which is convenient for people to use.
[0087] According to the above-mentioned processing method for the mine water inrush treatment device, the following steps are included:
[0088] S1: The mine water is input into the grid pool 1 through the water inlet pipe 12, and the large particles of suspended matter in the water are removed; the mine water after preliminary purification enters the flocculation reaction pool 2 through the pipe, and the flocculation reaction is carried out by adding PAC, so that the small particles of suspended matter in the water form micro-flocs; the mine water enters the coagulant reaction pool 3 through the lower part of the flocculation reaction pool 2, and the coagulant reaction is carried out by adding PAM, so that the micro-flocs are converted into larger flocs; the mine water enters the inclined tube sedimentation pool 4 through the upper part of the coagulant reaction pool 3, and the flocs are separated from the water body through the inclined pipe network 402 of the inclined tube sedimentation pool 4;
[0089] S2: The supernatant of the inclined tube sedimentation tank 4 enters the first regulating sedimentation tank 5 through a pipeline, and the pH value of the water is adjusted to 10.3-10.8 by adding sodium hydroxide, and the magnesium ions are made to generate magnesium hydroxide, thereby precipitating out; the regulated mine water in the first regulating sedimentation tank 5 enters the oil removal sedimentation tank 6 through a pipeline, and by adding a demulsifier, the gas enters the aeration pipe 603 through a blower, and the gas is ejected from the micropores to aerate and demulsify the mine water, and the oil is removed by flotation. After demulsification, the oil in the water is carried to the upper layer of the water with the gas, and the upper layer of the oil first flows out through the overflow weir plate 604, and the oil-water probe 605 first detects the overflowing oil, and then transmits a signal to the oil pump 606 through the controller, and the oil pump 606 is started to absorb the oil, which is convenient for the centralized treatment after the oil is collected. When the oil-water probe 605 detects water, the oil pump 606 stops extracting; and through aeration, the iron and manganese ions in the water are oxidized to generate The suspended Fe(OH)3 particles and MnO2 precipitates are convenient for removing iron and manganese ions to ensure the effluent quality; the deoiled water in the deoiling sedimentation tank 6 enters the second regulating sedimentation tank 7 through overflow, and the pH value of the water is adjusted to 7.3-7.8 by adding dilute sulfuric acid, and calcium sulfate precipitates are produced with calcium ions in the gushing water to facilitate separation; the sludge in the grid tank 1, the flocculation reaction tank 2, the coagulant reaction tank 3 and the inclined tube sedimentation tank 4 and the sludge and ion precipitates in the first regulating sedimentation tank 5, the deoiling sedimentation tank 6 and the second regulating sedimentation tank 7 are discharged into the sludge thickening tank, and the concentrated sludge in the sludge thickening tank is dehydrated by a spiral stacking sludge dewatering machine to achieve solid-liquid separation, and the supernatant produced in the sludge thickening tank and the spiral stacking sludge dewatering machine is returned to the grid tank 1, and the supernatant is circulated again so that the gushing water can meet the standards for use, and the separated sludge is transported out for treatment and can be incinerated;
[0090] S3: The regulated mine water in the second regulating sedimentation tank 7 flows into the multi-media filter tank 8 through the upper through hole, and further removes suspended matter through the first medium filter layer 801, the second medium filter layer 802, the third medium filter layer 803, the fourth medium filter layer 804 and the fifth medium filter layer 805, and effectively removes iron, manganese, magnesium, calcium, sulfate and various heavy metal ions in the water; the purified mine water in the multi-media filter tank 8 enters the disinfection tank 10 through the pipeline, and the water is disinfected and sterilized by adding sodium hypochlorite; the disinfected water in the disinfection tank 10 enters the clear water tank 11 through the pipeline, and the water in the clear water tank 11 can be used for daily domestic water, road watering, agricultural irrigation, backwashing, etc.;
[0091] S4: When the multi-media filter layer in the multi-media filter pool 8 needs to be backwashed, the cylinder 22 is lowered, driving the mounting plate 23, the first connecting plate 24, the support plate 25, the linkage mechanism 26, the second connecting plate 27, the partition plate 28 and the clamping mechanism 29 to descend as a whole, and by starting the second motor 261, the second motor 261 drives the first rotating shaft 262 to rotate, the first rotating shaft 262 drives the first bevel gear 263 to rotate, the first bevel gear 263 drives the second bevel gears 264 on both sides to rotate, the second bevel gear 264 drives the second rotating shaft 265 and the third bevel gear 266 to rotate, and the third bevel gear 266 drives the fourth The bevel gear 267 rotates, the fourth bevel gear 267 drives the third rotating shaft 268 to rotate, the third rotating shaft 268 drives the active synchronous pulley 269 to rotate, the active synchronous pulley 269 drives the driven synchronous pulley 270 on the same side to rotate synchronously through the synchronous belt 271, the driven synchronous pulley 270 drives the fourth rotating shaft 272 to rotate, the fourth rotating shaft 272 drives the fifth bevel gear 273 to rotate, the fifth bevel gear 273 drives the sixth bevel gear 291 to rotate, the sixth bevel gear 291 drives the second threaded rod 292 to rotate, thereby driving the clamping plates 293 to approach each other, clamping a group of multi-media filter layers that need to be backwashed, and then The cylinder 22 rises and drives the multi-media filter layer to rise synchronously. When the multi-media filter layer leaves the multi-media filter pool 8, the first motor 217 is started and the first motor 217 drives the first threaded rod 214 to rotate, thereby driving the threaded block 215 to move along the slide 213, so that the movable plate 216 can move from the multi-media filter pool 8 to the flushing pool 9, so that the multi-media filter layer is located directly above the flushing pool 9. The cylinder 22 descends and places the multi-media filter layer that needs to be backwashed into the flushing pool 9. By transporting water from the clean water pool 11 to the flushing pool 9 for backwashing, at this time, there is still water in the multi-media filter pool 8. A group of multi-media filter layers can be used to continue filtering and purifying the mine water. After the backwashing of the multi-media filter layer in the flushing tank 9 is completed, the backwashed multi-media filter layer is placed back into the multi-media filter tank 8 through the above-mentioned clamping and transporting steps. The reversal of the second motor 261 drives the clamping plates 293 away from each other. The clamping plates 293 away from each other can clamp another group of multi-media filter layers. At this time, the other group of multi-media filter layers can be transported to the flushing tank 9 for backwashing, thereby ensuring continuous filtering and purification of the mine water, extending the service life of the medium filter layer, and improving the work efficiency and purification efficiency.
[0092] The contents not described in detail in this specification belong to the prior art known to professional and technical personnel in this field.
[0093] The above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit the scope of protection of the invention. Obviously, the described embodiments are only some embodiments of the present invention, rather than all embodiments. Based on these embodiments, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the present invention. Although the present invention has been described in detail with reference to the above embodiments, ordinary technicians in this field can still combine, add, delete or make other adjustments to the features in the various embodiments of the present invention according to the circumstances without conflict, without making creative work, so as to obtain different other technical solutions that do not deviate from the concept of the present invention in essence, and these technical solutions also belong to the scope of protection of the present invention.
Claims
1. A device for treating water inrush in a mine, characterized in that: It includes reaction tanks, a multi-media filtering tank (8) and a flushing tank (9); Wherein, two groups of multi-media filter layers are arranged in the multi-media filter pool (8), one group of the multi-media filter layers is composed of a plurality of medium filter layers, and the flushing pool (9) is used to backwash the multi-media filter layers; The tops of the multi-media filter pool (8) and the flushing pool (9) are open, and transfer mechanisms (21) are provided on both sides of the tops of the multi-media filter pool (8) and the flushing pool (9). A cylinder (22) is installed on the top of the transfer mechanism (21), and the tops of the cylinders (22) on both sides are installed with the same mounting plate (23). A plurality of first connecting plates (24) are installed on the bottom of the mounting plate (23), and a support plate (25) is installed between two of the first connecting plates (24). The support plate (25) A linkage mechanism (26) is provided on the support plate (25); second connecting plates (27) are installed on both sides of the bottom of the support plate (25); a plurality of partition plates (28) are provided between the two second connecting plates (27); clamping mechanisms (29) are provided between the second connecting plates (27) and the partition plates (28) and between the partition plates (28); the linkage mechanism (26) can drive the clamping plates (293) of the clamping mechanism (29) to move closer to or farther from each other, so as to clamp a group of multi-media filter layers.
2. The device for treating mine water inrush according to claim 1, characterized in that: Each reaction tank comprises a grid tank (1), a flocculation reaction tank (2), a coagulant reaction tank (3), an inclined tube sedimentation tank (4), a first regulating sedimentation tank (5), an oil removal sedimentation tank (6), a second regulating sedimentation tank (7), a multi-media filtration tank (8), a disinfection tank (10) and a clear water tank (11) which are connected in sequence. One side of the grid tank (1) is connected to an inlet pipe (12), and one side of the lower part of the clear water tank (11) is connected to an outlet pipe (13). The flushing tank (9) is located between the oil removal sedimentation tank (6), the multi-media filtration tank (8) and the clear water tank (11).
3. The device for treating mine water inrush according to claim 2, characterized in that: A horizontal plate (101) is provided at the lower inner part of the grid pool (1), and at least two grid nets (102) are vertically placed on the horizontal plate (101).
4. The device for treating mine water inrush according to claim 2, characterized in that: A demulsifier dosing barrel (601) is provided at the top of the oil removal sedimentation tank (6), an aeration pipe (603) is provided at the lower part of the oil removal sedimentation tank (6), an overflow weir plate (604) is provided at the upper part of the oil removal sedimentation tank (6), an oil-water probe (605) is provided at the connection point between the oil removal sedimentation tank (6) and the second regulating sedimentation tank (7), and an oil pump (606) is provided at the top of the oil removal sedimentation tank (6).
5. The device for treating mine water inrush according to claim 2, characterized in that: A group of the multi-media filter layers includes a first media filter layer (801), a second media filter layer (802), a third media filter layer (803), a fourth media filter layer (804) and a fifth media filter layer (805) which are sequentially arranged along the water flow direction, and the plurality of media filter layers of the two groups of the multi-media filter layers are arranged alternately with each other.
6. The device for treating mine water inrush according to claim 2, characterized in that: A plurality of hollow partitions (901) are provided in the flushing pool (9), one side of the hollow partition (901) is connected to a plurality of nozzles (902), and the top of the hollow partition (901) is connected to the water outlet pipe (13) via a connecting pipe (903).
7. The device for treating mine water inrush according to claim 2, characterized in that: The transfer mechanism (21) comprises guide rails (211) located at both sides of the top of the multi-media filtering pool (8) and the flushing pool (9), fixed plates (212) are provided at both ends of the guide rails (211), a slide groove (213) is provided in the guide rails (211), a first threaded rod (214) is rotatably provided in the slide groove (213), a threaded block (215) is threadedly connected to the first threaded rod (214), a movable plate (216) is installed on the threaded block (215), cylinders (22) are installed on both sides of the movable plate (216), and one end of the first threaded rod (214) passes through one of the fixed plates (212) and is connected to the output end of the first motor (217).
8. The device for treating mine water inrush according to claim 7, characterized in that: The linkage mechanism (26) comprises a second motor (261) mounted on the mounting plate (23); the output end of the second motor (261) is connected to a first rotating shaft (262) penetrating the mounting plate (23); a first bevel gear (263) is mounted on the first rotating shaft (262); second bevel gears (264) are meshingly connected to both sides of the first bevel gear (263); a second rotating shaft (265) is connected to the second bevel gear (264); a third bevel gear (266) is mounted on the other end of the second rotating shaft (265); and a third rotating shaft (268) is rotatably mounted on the support plate (25). A fourth bevel gear (267) is mounted on the third rotating shaft (268), and the fourth bevel gear (267) is meshed with the third bevel gear (266). A plurality of fourth rotating shafts (272) are provided on both sides of the third rotating shaft (268), which penetrate the support plate (25) and are rotatably connected to the support plate (25). A driving synchronous pulley (269) is mounted on the third rotating shaft (268), and a driven synchronous pulley (270) is mounted on the top of the fourth rotating shaft (272). A synchronous belt (271) is connected between the driving synchronous pulley (269) and the plurality of driven synchronous pulleys (270).
9. The device for treating mine water inrush according to claim 8, characterized in that: The clamping mechanism (29) comprises a plurality of second threaded rods (292) rotatably connected to the second connecting plate (27) and the plurality of partition plates (28), a sixth bevel gear (291) is installed at the other end of the second threaded rod (292), a fifth bevel gear (273) is installed at the bottom of the fourth rotating shaft (272), the fifth bevel gear (273) and the sixth bevel gear (291) are meshed with each other, a clamping plate (293) is threadedly connected to the second threaded rod (292), and a tightening block (294) is provided on at least one side of the lower part of the clamping plate (293).
10. The method for treating water in a mine according to any one of claims 1 to 9, characterized in that: The steps include: S1: The mine water is fed into the grid pool (1) through the water inlet pipe (12) to remove large suspended solids in the water; the mine water after preliminary purification enters the flocculation reaction pool (2) to perform flocculation reaction by adding flocculants; the mine water then enters the coagulation aid reaction pool (3) to perform coagulation aid reaction by adding coagulants; the mine water then enters the inclined tube sedimentation tank (4) to separate the flocs from the water body through the inclined tube network (402) of the inclined tube sedimentation tank (4); S2: The supernatant of the inclined tube sedimentation tank (4) enters the first regulating sedimentation tank (5), and the pH value of the water is adjusted to 10.3-10.8 by adding an alkali agent, and the magnesium ions in the water are removed; the mine water that passes through the first regulating sedimentation tank (5) enters the oil removal sedimentation tank (6), and oil is removed by adding a demulsifier and aeration, and the iron and manganese ions in the water are removed; the water that passes through the oil removal sedimentation tank (6) enters the second regulating sedimentation tank (7), and the pH value of the water is adjusted to 7.3-7.8 by adding an acid agent, and the calcium ions in the water are removed; the sludge and ion precipitate generated in each reaction tank are discharged into the sludge concentration tank; S3: The mine water in the second regulating sedimentation tank (7) flows into the multi-media filter tank (8), where the multi-media filter layer further removes suspended solids and effectively removes iron, manganese, magnesium, calcium, sulfate and various heavy metal ions in the water; The mine water gushing through the multi-media filter tank (8) enters the disinfection tank (10), where the water is disinfected and sterilized by adding a disinfectant; the water passing through the disinfection tank (10) enters the clean water tank (11); S4: When the multi-media filter layer in the multi-media filter tank (8) needs to be backwashed, the cylinder (22) is lowered to drive the linkage mechanism (26) and the clamping mechanism (29) to be lowered as a whole, and the clamping plates (293) of the clamping mechanism (29) are driven to approach each other by the linkage mechanism (26) to clamp the multi-media filter layer that needs to be backwashed. Then, the cylinder (22) is raised to synchronously drive the multi-media filter layer to rise. When the multi-media filter layer leaves the multi-media filter tank (8), it is moved to the top of the flushing tank (9) by the transfer mechanism (21), and the cylinder (22) is lowered to place the multi-media filter layer that needs to be backwashed in the flushing tank (9). By removing the clean water tank ( The water in the multi-media filter tank (11) is transported to the flushing tank (9) for backwashing. At this time, there is still a group of multi-media filter layers in the multi-media filter tank (8) that can be used to continue filtering and purifying the mine water. After the backwashing of the multi-media filter layer in the flushing tank (9) is completed, the backwashed multi-media filter layer is placed back into the multi-media filter tank (8) through the above-mentioned clamping and transporting steps, and the clamping plates (293) of the clamping mechanism (29) are driven away from each other through the linkage mechanism (26). The clamping plates (293) that are away from each other can clamp another group of multi-media filter layers, and can transport another group of multi-media filter layers to the flushing tank (9) for backwashing, thereby ensuring continuous filtering and purification of the mine water.
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