Bucket type vibration precipitation system for rotational flow water distribution

Abstract

The sedimentation system comprises a tank body, a water distribution assembly, a mud-water separation assembly and a scraper assembly, the tank body is provided with a first cavity, a second cavity and a third cavity which are sequentially communicated in the vertical direction, the first cavity is located above the second cavity, and the third cavity is located below the second cavity; the water distribution assembly is arranged in the third cavity and suitable for introducing sewage, the water distribution assembly is provided with a water distribution opening with an upward opening so that the sewage can flow into the tank body through the water distribution opening, the mud-water separation assembly is arranged in the second cavity and located above the water distribution assembly, and the mud-water separation assembly is used for separating sludge in the sewage so that the sewage can be separated into clean water and sludge; a water outlet is formed in the upper end of the mud-water separation assembly, a slag discharging opening is formed in the lower end of the mud-water separation assembly so that sludge can flow into the second cavity through the slag discharging opening, and the scraper assembly is arranged in the first cavity and located on the top of the tank body. The sedimentation system disclosed by the utility model has the advantages of reasonable arrangement, good treatment effect and the like.

Description

Technical Field

[0001] The utility model relates to the field of sewage treatment, in particular to a bucket-type vibration sedimentation system with swirling water distribution. Background Art

[0002] Sedimentation process is a common process unit in water treatment. Sedimentation systems can be divided into horizontal flow, vertical flow and radial flow according to different water flow patterns.

[0003] Among the related technologies, the biggest problem of the horizontal flow type is that it occupies a relatively large area; the vertical flow type has a small surface load and poor treatment effect, and is rarely used, while the radial flow type is mostly used for pre-sedimentation of high turbidity water; the inclined plate (tube) has a complex structure and is difficult to replace, requiring mechanical mud discharge, and the inclined plate (tube) is prone to aging due to the long-term attachment of pollutants, and requires regular replacement and backwashing to improve the mud-water separation effect. Utility Model Content

[0004] The utility model aims to solve one of the technical problems in the related art at least to a certain extent.

[0005] To this end, the embodiments of the present invention provide a sedimentation system with a simple structure, reasonable arrangement and high treatment effect.

[0006] According to an embodiment of the present invention, the sedimentation system includes: a tank body, the tank body having a chamber, a water outlet and a mud outlet, the water outlet and the mud outlet are both connected to the chamber, the water outlet is arranged at the upper end of the tank body, and the mud outlet is arranged at the lower end of the tank body; a water distribution component, the water distribution component is arranged in the chamber and the water distribution component is suitable for passing sewage, and the water distribution component is used to evenly distribute the sewage in the chamber; a mud and water separation component, the mud and water separation component is arranged in the chamber and located above the water distribution component, the mud and water separation component includes a central tube and a plurality of separation plates, the central tube is arranged in the tank body, the inner circumference of the central tube defines a separation chamber, the central tube is provided with a plurality of through holes that penetrate the central tube along the inner and outer directions, and a plurality of separation plates. The separation plates are arranged on the central tube at intervals along the up and down directions, and the outer peripheral surface of each separation plate and the inner peripheral surface of the pool body are arranged at intervals along the inside and outside directions to form a water inlet cavity, so that the sewage flowing out of the water distribution assembly flows into the mud and water separation assembly through the water inlet cavity, the separation plates extend from the inside to the outside and tilt upward, so that the separation plates separate the sewage into clean water and mud residue, at least one through hole is located between two adjacent separation plates, so that the separated mud residue and the clean water flow into the central tube through the through hole; a vibration assembly, the vibration assembly is arranged on the outer peripheral side of the pool body and is connected to the mud and water separation assembly, the vibration assembly is used to drive the separation plate of the mud and water separation assembly to vibrate to clean the mud residue on the separation plate of the mud and water separation assembly.

[0007] The sedimentation system of the embodiment of the utility model is provided with a water distribution component and a mud-water separation component. The water distribution component allows the mud-water vortex to enter water at multiple points, and the mud residue in the mud-water can be removed by the mud-water separation component, thereby reducing the footprint of the sedimentation system and improving the sedimentation effect of the mud residue in the mud-water.

[0008] In some embodiments, the water distribution assembly has multiple water distribution outlets with openings facing upward, and the multiple water distribution outlets are arranged in multiple circles along the inside-outside direction. Each circle includes several water distribution outlets arranged at intervals along the circumference of the pool body, so that the sewage flows into the pool body through the water distribution outlets, and the height of the multiple circles of water distribution outlets gradually increases from the inside to the outside.

[0009] In some embodiments, the water distribution assembly includes a water distribution pipe, which is disposed in the pool body and spirally extends upward from the inside to the outside, and a plurality of water distribution ports are spaced apart along the extension direction of the water distribution pipe.

[0010] In some embodiments, the central tube includes a first tube and a second tube connected in sequence along the up and down directions, a plurality of separation plates are arranged on the first tube and a plurality of through holes are formed on the first tube, the cross-sectional area of ​​the inner circumference of the first tube is constant from top to bottom, and the cross-sectional area of ​​the inner circumference of the second tube gradually increases from top to bottom.

[0011] In some embodiments, the sedimentation system further comprises a plurality of silt plates, which are arranged in the pool body along the up and down directions and are located below the second cylinder. The silt plates are provided with silt openings which penetrate the silt plates along the up and down directions, and two adjacent silt openings are arranged relative to each other along the up and down directions. The silt plates extend along the inward and outward directions and are inclined upward so that the sludge falls into the bottom of the pool body through the plurality of silt plates. In the projection plane orthogonal to the up and down directions, the silt openings are located in the second cylinder, and the central cylinder is located in the silt plates.

[0012] In some embodiments, the chamber includes a first chamber, a second chamber, and a third chamber that are connected in sequence along the up and down directions. The mud-water separation assembly is arranged in the second chamber. The third chamber includes a first part, a second part, and a third part that are connected in sequence along the up and down directions. The upper and lower ends of the second part are respectively connected to the first part and the third part. The cross-sectional area of ​​the inner circumference of the second part gradually decreases from top to bottom. The cross-sectional area of ​​the inner circumference of the first part and the third part is constant along the up and down directions. The water distribution assembly is arranged in the first part, and the third part and the lower end of the center tube are spaced relative to each other in the up and down directions, and in the projection plane orthogonal to the up and down directions, the third part is located in the second part, and the second part is located in the first part.

[0013] In some embodiments, the sedimentation system further includes a scraper assembly, which is disposed in the pool body and located at the upper end of the pool body. The scraper assembly can rotate in the up and down directions relative to the pool body so that the scraper assembly can scrape off floating objects in the clean water.

[0014] In some embodiments, the sedimentation system further includes a vibration assembly, which is disposed on the outer periphery of the tank body and connected to the mud-water separation assembly, and is used to drive the mud-water separation assembly to vibrate to clean mud residue on the mud-water separation assembly.

[0015] In some embodiments, the vibration assembly includes a vibration controller and an ultrasonic sensor, both of which are arranged on the periphery of the pool body, and the vibration controller is connected to the central tube and the ultrasonic sensor respectively. The ultrasonic sensor is used to detect the thickness of the mud on the surface of the separation plate, so that when the ultrasonic sensor detects that the thickness of the mud on the surface of the separation plate is higher than a preset value, the vibration controller is turned on to clean the mud on the separation plate.

[0016] In some embodiments, the sedimentation system further includes an overflow weir, which is disposed in the pool body and located at the upper end of the pool body. The overflow weir extends along the inner circumference of the pool body, and the outer circumference of the overflow weir and the inner circumference of the pool body are spaced apart in the inner and outer directions to form a water collection trough. The clean water in the pool body overflows into the water collection trough through the overflow weir, and the scraper assembly is located in the overflow weir and is rotatable in the up and down directions relative to the overflow weir.

[0017] In some embodiments, the sedimentation system further includes: a first drain pipe, one end of which is located below the scraper assembly, and the other end of the first drain pipe passes through the tank body so that floating objects in the tank body are discharged out of the tank body through the first drain pipe; a second drain pipe, one end of which is connected to the bottom of the tank body, and the other end of the second drain pipe extends out of the tank body so that mud and dirt in the tank body are discharged through the second drain pipe. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Figure 1 It is a front view of the precipitation system of an embodiment of the present utility model.

[0019] Figure 2 It is a side view of the precipitation system of an embodiment of the present utility model.

[0020] Figure 3 It is a top view of the precipitation system of an embodiment of the present utility model.

[0021] Figure 4 yes Figure 1A partial enlarged view of middle A.

[0022] Figure 5 It is a front view of a sedimentation system according to another embodiment of the present invention.

[0023] Sedimentation system 100;

[0024] Pool body 1; first cavity 11; second cavity 12; third cavity 13; first portion 131; second portion 132; third portion 133;

[0025] Water distribution component 2; water inlet pipe 21;

[0026] Mud-water separation assembly 3; central cylinder 31; first cylinder 311; second cylinder 312; separation plate 32; annular plate 321; annular groove 322; mounting cylinder 33; first dust suppression plate 34; second dust suppression plate 35;

[0027] Mud slurry plate 4; Mud slurry outlet 41;

[0028] Scraper assembly 5; scraper 51; motor 52;

[0029] Vibration component 6; vibration controller 61;

[0030] Overflow weir 7; first sewage pipe 8; second sewage pipe 9; first pipe 10; second pipe 101; mud pump 102. DETAILED DESCRIPTION

[0031] The embodiments of the present invention are described in detail below, and examples of the embodiments are shown in the accompanying drawings. The embodiments described below with reference to the accompanying drawings are exemplary and intended to be used to explain the present invention, but should not be understood as limiting the present invention.

[0032] The precipitation system according to an embodiment of the present invention will be described below with reference to the accompanying drawings.

[0033] like Figure 1-4 As shown, the sedimentation system 100 according to an embodiment of the present invention includes a tank body 1, a water distribution assembly 2, a mud-water separation assembly 3 and a vibration assembly 6.

[0034] The tank body 1 has a chamber, a water outlet and a mud outlet. The water outlet and the mud outlet are both connected to the chamber. The water outlet is located at the upper end of the tank body, and the mud outlet is located at the lower end of the tank body. Figure 1-2 As shown, the pool body 1 can be generally cylindrical and extended in the vertical direction, with the water outlet arranged at the upper end of the pool body and the mud discharge outlet arranged at the lower end of the pool body.

[0035] The water distribution component 2 is arranged in the chamber and is suitable for introducing sewage, and the water distribution component 2 is used to evenly distribute the sewage in the chamber. Specifically, Figure 1-2As shown, the water distribution assembly 2 can be fixed to the inner circumference of the tank body 1 by fasteners (such as screws or bolts), and the water distribution assembly 2 can evenly discharge sewage into the chamber.

[0036] The mud-water separation assembly 3 is arranged in the chamber and above the water distribution assembly 2. The mud-water separation assembly 3 includes a central tube 31 and a plurality of separation plates 32. The central tube 31 is arranged in the tank body 1. The inner circumference of the central tube 31 defines a separation chamber. The central tube 31 is provided with a plurality of through holes (not shown in the figure) that penetrate the central tube 31 in the inner and outer directions. Specifically, Figure 1-2 As shown, the mud-water separation component 3 is arranged in the pool body 1 and is spaced apart from the water distribution component 2 in the up and down directions. The central tube 31 is a cylinder extending in the up and down directions. The central tube 31 can be fixed in the pool body 1 by a connecting rod. The upper end of the central tube 31 defines a water outlet connected to the separation chamber, and the lower end of the central tube 31 defines a slag discharge port connected to the separation chamber. Multiple through holes are defined in multiple rows along the up and down directions, and each row includes a number of through holes extending along the circumference of the central tube 31.

[0037] A plurality of separation plates 32 are arranged on the central tube 31 at intervals along the vertical direction, and the outer circumference of each separation plate 32 and the inner circumference of the tank body 1 are arranged at intervals along the inner and outer directions to form a water inlet cavity, so that the sewage flowing out of the water distribution component 2 flows into the mud-water separation component 3 through the water inlet cavity. The separation plates 32 extend from the inside to the outside and are inclined upward. The separation plates 32 are used to separate the mud residue in the sewage so that the sewage is separated into clean water and mud residue. At least one through hole is located between two adjacent separation plates 32, so that the separated mud residue and clean water can flow into the central tube 31 through the through hole. Specifically, as Figure 1-2 As shown, the separation plates 32 are trumpet-shaped circular plates with upward openings. Multiple separation plates 32 are fixed to the central tube 31 at equal intervals in the vertical direction. A circle of through holes is provided between two adjacent separation plates 32, and the through holes are located adjacent to the lower separation plate 32. Sewage flows upward through the water distribution assembly 2, allowing the sewage to flow through the water distribution assembly 2 and into the space between the two adjacent separation plates 32. Sewage is separated into mud and water between the two adjacent separation plates 32. Sludge falls onto the separation plates 32 under the action of gravity. The separation plates 32 separate the mud and water, separating the sewage into clean water and mud. The mud flows through the through holes with the water flow and flows into the dividing chamber for dust reduction. The mud is discharged from the mud-water separation assembly 3 through the slag discharge port under the action of gravity and falls to the bottom of the tank body 1. Clean water continues to flow upward through the water outlet under the action of the water flow. Thus, the mud and water separation assembly 3 removes mud and residue from the muddy water.

[0038] The vibration component 6 is arranged on the outer peripheral side of the pool body 1 and is connected to the mud-water separation component 3. The vibration component 6 is used to drive the mud-water separation component 3 to vibrate to clean the mud residue on the mud-water separation component 3. Specifically, Figure 2As shown, due to the relatively high SS content in the sewage-water mixture, after a period of operation of the sedimentation system 100, the separation plates 32 and the sludge collecting plates 4 are prone to accumulating sludge, thereby affecting the sedimentation efficiency of the sedimentation system 100. Therefore, the vibration assembly 6 is connected to the central cylinder 31. When excessive sediment accumulates in the mud-water separation assembly 3, the vibration assembly 6 can be activated to vibrate the mud-water separation assembly 3 to remove the sediment, thereby ensuring the sedimentation efficiency and effectiveness of the mud-water separation assembly 3.

[0039] The sedimentation system 100 of the embodiment of the present invention is provided with a water distribution component 2 and a mud-water separation component 3. The sewage is evenly distributed through the water distribution component 2 by the water distribution component 2. The mud-water separation component 3 is provided so that the sludge can be settled between the two separation plates 32. Compared with the vertical flow type and radial flow type in the related art, the sedimentation system 100 of the embodiment of the present invention greatly reduces the unit's footprint, improves the mud-water separation effect of the sedimentation system 100, and provides a vibration component 6 to clean the mud-water separation component 3, thereby ensuring the separation efficiency of the mud-water separation component 3.

[0040] In some embodiments, the chamber includes a first chamber 11, a second chamber 12, and a third chamber 13 that are sequentially connected in the up-down direction, and the mud-water separation assembly 3 is disposed in the second chamber 12. Specifically, Figure 2 As shown, the first chamber 11 is arranged above the second chamber 12 and is connected to the second chamber 12. The second chamber 12 is arranged above the third chamber 13 and is connected to the third chamber 13. The first chamber 11 is a clarified water production area, and the clean water separated from the sludge is located in the first chamber 11. The second chamber 12 is a mud-water separation area. The mud-water separation component 3 is arranged in the second chamber 12 to separate mud and water. The third chamber 13 is a sludge discharge area.

[0041] In some embodiments, the third cavity 13 includes a first portion 131, a second portion 132, and a third portion 133 that are sequentially connected in the up-down direction. The upper and lower ends of the second portion 132 are connected to the first portion 131 and the third portion 133 respectively. The cross-sectional area of ​​the inner circumference of the second portion 132 gradually decreases from top to bottom. The cross-sectional area of ​​the inner circumference of the first portion 131 and the third portion 133 is constant in the up-down direction. The water distribution assembly 2 is arranged in the first portion 131, and the third portion 133 is spaced relative to the lower end of the center tube 31 in the up-down direction and is orthogonal to the projection plane in the up-down direction. The third portion 133 is located in the second portion 132, and the second portion 132 is located in the first portion 131. Specifically, as Figure 2As shown, the first part 131 is arranged at the upper end of the second part 132 and the first part 131 is connected to the second part 132, and the third part 133 is arranged at the lower end of the second part 132 and is connected to the second part 132. The first part 131 is a vortex water distribution area and the water distribution component 2 is arranged in the first part 131. The second part 132 and the third part 133 are sludge discharge areas, which can make the sludge separated by the mud-water separation component 3 fall into the sludge discharge area. The first part 131 and the third part 133 are both cylindrical, and the second part 132 is a truncated cone with a cross-sectional area gradually decreasing from top to bottom. The cross-sectional area of ​​the first part 131 is equal to the cross-sectional area of ​​the upper end face of the truncated cone, and the cross-sectional area of ​​the third part 133 is equal to the cross-sectional area of ​​the lower end face of the truncated cone. Therefore, the sludge can be collected into the third part 133 through the second part 132, so that the setting of the third cavity 13 is more reasonable.

[0042] In some embodiments, the scraper assembly 5 is disposed in the first cavity 11 and is located at the top of the pool body 1. The scraper assembly 5 can rotate in the up and down directions relative to the pool body 1 so that the scraper assembly 5 can scrape away floating objects in the clean water. Specifically, Figure 1-3 As shown, the scraper assembly 5 includes a scraper 51 and a motor 51. The scraper 51 is a horizontal plate extending inward and outward directions. The motor 51 is fixed above the pool body 1 and connected to the scraper 51. The lower half of the scraper 51 is located in the clean water at the upper end of the pool body 1, and the upper half of the scraper 51 is located above the clean water of the pool body 1. The scraper 51 is driven to rotate by the motor 51, so that the scraper 51 scrapes off floating objects or oil stains above the clean water.

[0043] In some embodiments, the water distribution assembly 2 has a plurality of water distribution ports (not shown in the figure) with openings facing upwards. The plurality of water distribution ports are arranged in multiple circles along the inner and outer directions. Each circle includes a plurality of water distribution ports spaced apart along the circumference of the tank body 1 so that sewage flows into the tank body 1 through the water distribution ports. The height of the plurality of water distribution ports gradually increases from the inner to the outer. Specifically, Figure 1-2 As shown, the water distribution assembly 2 can be fixed to the inner circumferential surface of the tank body 1 by fasteners (e.g., screws or bolts), and the upper end surface of the water distribution assembly 2 is provided with multiple water distribution ports that penetrate the upper end surface of the water distribution assembly 2. The multiple water distribution ports are arranged in multiple circles at equal intervals along the inner and outer directions. Each circle includes several water distribution ports arranged at equal intervals along the circumference of the tank body 1, and the water distribution ports in the outer circle are higher than those in the inner circle. The water distribution ports can be circular, and the aperture of the water distribution ports is preferably 2.5cm-3.5cm. The spacing between two adjacent water distribution ports in each circle is 30cm-80cm, and the height of the water distribution assembly 2 in the vertical direction is 1.0m-2.5. As a result, sewage is swirl-distributed from low to high through the multiple water distribution ports. Multi-point water distribution through the water distribution ports reduces interference with the mud-water separation and sedimentation system. Multi-point water distribution rationally distributes head loss and improves the ability to distribute water evenly.

[0044] In some embodiments, the water distribution assembly 2 includes a water distribution pipe disposed within the third chamber 13 and extending spirally upward from the inside outward, with multiple water distribution ports spaced apart along the extension direction of the water distribution pipe. Thus, the water distribution pipe allows sewage to be distributed in a spiral flow from low to high, making the arrangement of the water distribution assembly 2 more rational.

[0045] In some embodiments, the separation plate 32 is a bucket-type structure and the interlayer spacing between two adjacent separation plates 32 is 200cm-500cm. The center diameter of the bucket part of the separation plate 32 is 200cm-500cm. The diameter area of ​​the separation plate 32 should be smaller than the area of ​​the outermost water distribution pipe in the swirl water distribution area, and should be 0.4-0.7 times the diameter of the outermost water distribution pipe. In this way, the influence of the water distribution flow on the sedimentation process of the sediment in the central tube 31 can be effectively reduced.

[0046] In some embodiments, the central tube 31 includes a first tube 311 and a second tube 312 connected in sequence along the vertical direction, a plurality of separation plates 32 are provided on the first tube 311 and a plurality of through holes are formed on the first tube 311, the cross-sectional area of ​​the inner circumference of the first tube 311 is constant from top to bottom, and the cross-sectional area of ​​the inner circumference of the second tube 312 gradually increases from top to bottom. Specifically, as Figure 1-2 As shown, the first cylinder 311 is arranged on the second cylinder 312, and the first cylinder 311 is a vertical cylinder extending in the up and down directions, and the second cylinder 312 is a trumpet-shaped whose inner circumferential cross-sectional area gradually decreases from top to bottom. The separation plate 32 and the through hole are both formed on the first cylinder 311, and the slag discharge port is formed at the lower end of the second cylinder 312. Thus, the mud residue in the central cylinder 31 can be smoothly discharged from the second cylinder 312 to prevent the mud residue from being blocked in the second cylinder 312.

[0047] In some embodiments, the sedimentation system 100 further includes a plurality of sedimentation plates 4, which are arranged in the third chamber 13 along the up-down direction and are located below the second tube 312. The sedimentation plates 4 are provided with sedimentation openings 41 that penetrate the sedimentation plates 4 along the up-down direction. Two adjacent sedimentation openings 41 are arranged relative to each other along the up-down direction and are located above the first chamber 11. The sedimentation plates 4 extend in the inward and outward directions and are tilted upward so that the sludge falls into the first chamber 11 through the plurality of sedimentation plates 4. In the projection plane orthogonal to the up-down direction, the sedimentation openings 41 are located in the second tube 312, and the center tube 31 is located in the sedimentation plates 4. Specifically, as Figure 1-2As shown, the silt plate 4 can be fixedly connected to the central tube 31 by fasteners or connecting rods, and the silt plate 4 is located in the first part 131 and the second part 132, and multiple silt plates 4 are arranged at equal intervals below the central tube 31 in the up and down directions, and the silt plate 4 is funnel-shaped with the inner circumference gradually decreasing from top to bottom, and the silt port 41 is formed at the lower end of the silt plate 4, thereby allowing the sludge to further settle on the silt plate 4, and the angle between the extension direction of the silt plate 4 and the horizontal distance is preferably 55°-35°. Compared with the traditional sludge hopper, the burial depth of the sludge area is reduced, saving construction costs.

[0048] In some embodiments, the vibration assembly 6 includes a vibration controller 61 and an ultrasonic sensor (not shown in the figure). The vibration controller and the ultrasonic sensor are both located on the periphery of the tank body 1. The vibration controller 61 is connected to the central tube 31 and the ultrasonic sensor, respectively. The ultrasonic sensor is used to detect the thickness of the sediment on the surface of the separation plate 32. When the ultrasonic sensor detects that the thickness of the sediment on the surface of the separation plate 31 is higher than a preset value, the vibration controller 61 is turned on to clean the mud residue on the separation plate. Specifically, Figure 2 As shown, the vibration component 6 includes a vibration controller 61, a transmission shaft and an ultrasonic sensor. The vibration controller 61 and the ultrasonic sensor are both fixedly mounted on the outer peripheral side of the pool body 1. The vibration controller 61 is connected to the mud-water separation component 3 through the transmission shaft, so that the vibration controller 61 drives the mud-water separation component 3 and multiple sedimentation plates 4 to vibrate to remove the sludge on the mud-water separation component 3 and multiple sedimentation plates 4. The ultrasonic sensor is arranged on the outer periphery of the pool body. Thus, the ultrasonic sensor is used to detect the thickness of the sediment on the plate surface in real time. According to the data transmitted by the ultrasonic sensor, the vibration controller 61 can be automatically started or shut down for mud removal, which effectively solves the problem of sediment accumulation on the separation plate 32 and the sedimentation plate 4. Compared with the inclined plate (tube) structure in the related technology, there is no need for regular replacement and backwashing, which extends the service life and maintenance cost of the sedimentation system 100.

[0049] In some embodiments, the sedimentation system 100 further includes an overflow weir 7, which is disposed within the cylinder 1 and at the upper end of the cylinder 1. The overflow weir 7 extends along the inner circumference of the tank body 1, and the outer circumference of the overflow weir 7 and the inner circumference of the tank body 1 are spaced apart in the inner and outer directions to form a water collection tank. The clean water in the tank body 1 overflows into the water collection tank through the overflow weir 7. The scraper assembly 5 is located within the overflow weir 7 and is rotatable relative to the overflow weir 7 in the up and down directions. Specifically, Figure 1-3As shown, the overflow weir 7 is generally annular. The overflow weir 7 is fixedly mounted on the upper end of the first cavity 11 and the outer circumferential surface of the overflow weir 7 and the inner circumferential surface of the tank body 1 are spaced apart in the inner and outer directions to form a water collecting tank. The overflow weir 7 is arranged above the first cavity 11, thereby allowing the clean water in the first cavity 11 to flow into the overflow weir 7 and evenly overflow and flow into the water collecting tank, further removing impurities in the clean water. The scraper assembly 5 is arranged in the overflow weir 7 and can rotate in the overflow weir 7, thereby collecting floating objects in the overflow weir 7 through the scraper assembly 5.

[0050] In some embodiments, the sedimentation system 100 further includes a first sewage pipe 8 and a second sewage pipe 9 .

[0051] One end of the drain pipe is located below the scraper assembly 5, and the other end of the first drain pipe 8 passes through the tank body 1, so that the floating objects in the first cavity 11 can be discharged out of the first cavity 11 through the first drain pipe 8. Figure 1-3 As shown, the inlet of the sewage pipe is located below the scraper assembly 5 and is arranged adjacent to the inner circumference of the overflow weir 7. The outlet of the sewage pipe is located outside the tank body 1 and is connected to the sewage pump. Thus, the floating objects in the overflow weir 7 are discharged outside the tank body 1 through the sewage pipe and the sewage pump.

[0052] One end of the second sewage pipe 9 is connected to the bottom of the third chamber 13, and the other end of the second sewage pipe 9 extends out of the tank body 1, so that the mud and dirt in the third chamber 13 can be discharged through the second sewage pipe 9. Figure 1-3 As shown, the inlet of the second sewage pipe 9 is connected to the third part 133 of the third chamber 13, and the outlet of the second sewage pipe 9 extends out of the tank body 1. The sludge in the third chamber 13 can be discharged from the third chamber 13 by static pressure drainage through the second sewage pipe 9. In order to ensure the stability of the sludge discharge system, a sludge pump can be installed at the end of the second sewage pipe 9 to assist in sludge discharge or emptying the tank body 1.

[0053] It is worth noting that a control valve and a sampling tube can be set on the second sewage pipe 9. According to the sludge properties observed by the sampling tube, the sludge discharge process is opened and closed by the valve. The sampling tube can also serve as a flushing pipe to regularly clean the second sewage pipe 9 and reduce sludge accumulation in the second sewage pipe 9.

[0054] In some embodiments, the precipitation system 100 further includes a first tube 10 and a second tube 101 .

[0055] The first pipe 10 is located outside the tank body 1 and is connected to the second sewage pipe 9 and is adjacent to the outlet of the second sewage pipe 9. Figure 1 As shown, the first tube 10 can be used as a sampling tube to sample the mud and dirt in the second sewage pipe 9. The first tube 10 can also be used as a flushing tube to flush the second sewage pipe 9 to prevent the second sewage pipe 9 from being blocked.

[0056] The second pipe 101 is located outside the tank body 1 and is connected to the second sewage pipe 9. The second pipe 101 is located between the first pipe 10 and the inlet of the second sewage pipe 9. Figure 1 and Figure 4 As shown, the inlet of the second pipe 101 is connected to the second sewage pipe 9, and the second pipe 101 can be a static pressure mud discharge air guide pipe or a flushing pipe to ensure stable static pressure mud discharge.

[0057] In some embodiments, the sedimentation system 100 also includes an underwater camera, which is arranged in the chamber and opposite to the mud-water separation component 3, so that the user can more intuitively form an image of the sedimentation process in the vibration controller through the underwater camera, thereby improving the system's self-control and operation and maintenance capabilities. The user can more intuitively form an image of the sedimentation process in the vibration controller, thereby improving the system's self-control and operation and maintenance capabilities.

[0058] In some embodiments, as Figure 5 As shown, the separation plate 32 includes multiple annular plates 321 and multiple annular grooves 322 along the inner and outer directions. These plates 321 and grooves 322 are alternately arranged along the inner and outer directions. The grooves 322 extend along the circumference of the central barrel 31 and are recessed downward. The plates 321 extend from the outer side to the inner side and slope downward from the top. Each groove 322 is connected to an annular plate 321 on both the inner and outer sides. This allows the sludge to slide through the plates 321 and into the grooves 322, reducing the chance of the sludge being resuspended and flowing into the central barrel 31, thereby improving the settling efficiency of the sedimentation system 100.

[0059] In some embodiments, as Figure 5 As shown, the sedimentation system 100 also includes a mounting tube 33, a plurality of first dust suppression plates 34 and a plurality of second dust suppression plates 35. The mounting tube 33 is arranged above the central tube 31. The mounting tube 33 is trumpet-shaped, and the lower end of the mounting tube 33 is connected to the outer peripheral surface of the upper end of the dust suppression plate, and the upper end of the mounting tube 33 is connected to the inner peripheral surface of the pool body. The plurality of first dust suppression plates 34 and the plurality of second dust suppression plates 35 are all arranged in the mounting tube 33 and are located above the central tube 31. The plurality of first dust suppression plates 34 and the plurality of second dust suppression plates 35 are alternately arranged in the mounting tube 33 at intervals, and the first dust suppression plate 34 is arranged on one side of the mounting tube 33 and is spaced apart from the other side of the mounting tube 33. The first dust suppression plate 34 is arranged on the other side of the mounting tube 33 and is spaced apart from one side of the mounting tube 33, and in the projection plane orthogonal to the up and down directions, the free end of the first dust suppression plate 34 and the free end of the second dust suppression plate 35 coincide with each other. Thus, the first dust suppression plate 34 and the second dust suppression plate 35 can further reduce dust in the water flowing out of the installation cylinder 33 , thereby improving the sedimentation efficiency of the sedimentation system 100 .

[0060] The following is based on the attached Figure 1-4As shown, the sedimentation system 100 of an embodiment of the present invention is specifically described. The tank body 1 can be divided into the following five areas according to the direction of water flow: a cyclone water distribution area (first part 131), a mud-water separation area (second chamber 12), a clarified water production area (first chamber 11), a sludge discharge area (second part 132 and third part 133), and a vibration mud removal area.

[0061] (1) Swirling water distribution area.

[0062] Water distribution assembly 2 is located in the swirl distribution area. Sewage enters the perforated water distribution pipe through the water inlet pipe 21 for water distribution. The perforated pipe has a spiral structure, which distributes water from low to high in a swirling manner. The perforated pipe is used for multi-point water distribution, which reduces interference with the system's mud-water separation and sedimentation. Multi-point water distribution rationally distributes head loss and improves water distribution uniformity.

[0063] (2) Mud-water separation area.

[0064] The plurality of separation plates 32, the plurality of mud settling plates 4 and the central tube 31 are all arranged in the mud-water separation area.

[0065] Multiple layers of separator plates 32 are arranged parallel to each other along the perimeter of the interior of the tank 1. These plates are arranged in a bucket-like structure, 500-1000 cm from the tank wall, with a spacing of 400-800 cm between each layer. The separator plates 32 have a central horn-shaped structure in the center, with a diameter of 500-1200 cm. The muddy and water mixture is separated between the separator plates 32, and the clear water rises along the flow direction into the clarified water production area of ​​the tank. The rising water path is shown in the attached diagram. Figure 1 As shown in the cross-sectional view, the separated sediment (e.g., sludge) flows along the bottom of the separation plate 32 and into the central tube 31 for settling. It then enters the bucket-shaped silt trap 4 at the center of the structure, where it continues to settle along the designed path of the silt trap 4 to the sludge discharge area. The spacing between the silt trap 4 layers should be 200-500 cm, and the center diameter of the silt trap 4 bucket should be 200-500 cm. The diameter of the silt trap 4 should be smaller than the area of ​​the first layer of water distribution pipes in the cyclonic water distribution area, preferably 0.4-0.7 times the diameter of the first layer of water distribution pipes. This effectively reduces the impact of the distribution water flow on the sediment settling process within the central tube 31.

[0066] (3) Clarify the water production area.

[0067] The scraper assembly 5, the slag hopper, the water collecting trough, the guide plate and the overflow weir 7 are all arranged in the clarified water production area.

[0068] After passing through the mud-water separation zone, the water continues to rise, entering the system's clarified water production zone and then flowing along the guide plate into the sump for discharge. Lighter-density scum particles rise to the surface, where the drive motor 51 rotates the scraper 51, collecting the scum. The collected scum is then pushed into the slag discharge hopper and removed through the slag discharge pipe, effectively reducing the suspended solids concentration in the produced water and improving mud-water separation.

[0069] (4) Sludge discharge area.

[0070] The sediment produced by the system's mud-water separation reaction sinks into the mud hopper at the bottom of the tank body 1. After the system's mixed sewage is effectively separated in the mud-water separation zone, the sediment can be efficiently settled along the central tube 31 and the mud settling plate 4 and enter the sludge discharge area. The angle between the bottom of the sludge hopper and the horizontal distance is preferably 55-35 degrees. Compared with traditional sludge hoppers, the burial depth of the sludge area is reduced, saving construction costs. A mud discharge trough is locally set at the bottom of the sludge discharge area, making the system more efficient regardless of whether static pressure mud discharge or pipeline pressure mud discharge is used.

[0071] Sludge is discharged using static pressure, saving energy and reducing consumption. Control valves and sampling tubes are installed on the sludge discharge pipe and static pressure sludge discharge air duct. The valves open and close the sludge discharge process based on the sludge properties observed through the sampling tube. The air duct and sampling tube also serve as flushing pipes, allowing for regular cleaning of the sludge discharge pipe to reduce sludge accumulation. To ensure stable operation of the sludge discharge system, a sludge pump is installed at the end of the sludge discharge pipe to assist in sludge discharge or emptying the tank.

[0072] (5) Vibration mud removal area. It is mainly composed of a vibration controller 61, a transmission shaft and an ultrasonic sensor.

[0073] Because the sewage-water mixture contains a relatively high concentration of SS, after a period of system operation, the mud-water separation plates 32 and the sedimentation plates 4 tend to accumulate sludge, affecting the system's sedimentation efficiency. Conventional methods typically use high-pressure ventilation or high-pressure water to backwash the plates to remove the sludge from the plate surfaces and reduce the amount of sediment adhering to the system.

[0074] This patent uses high-frequency, low-intensity vibration to remove sediment from the plate layer, with a vibration frequency of 30,000-50,000 times per minute. A vibration controller 61 is located outside the system and connected to the mud-water separation zone via a drive shaft. An ultrasonic sensor is also installed in the mud-water separation zone to detect the thickness of sediment on the plate surface in real time. The vibration desludging function is automatically activated or deactivated based on the data transmitted by the sensor. This solves the problem of sediment accumulation on the mud-water separation plate 32 and the sedimentation plate 4, eliminating the need for a separate backwash design, reducing system energy consumption, and not affecting the normal operation of the system.

[0075] According to the investment, an underwater camera can be appropriately added to form a more intuitive image of the sedimentation process in the vibration controller 61, thereby improving the system's self-control and operation and maintenance capabilities.

[0076] In summary, the precipitation system 100 of the embodiment of the present invention has the following advantages:

[0077] 1. Different from the sedimentation tank in related technologies, the internal structure is a multi-layer bucket structure, with swirl multi-point water inlet, uniform water distribution, high load, strong impact resistance, which greatly reduces the unit's footprint and improves the system's mud and water separation effect

[0078] 2. The sedimentation system 100 of the embodiment of the present invention creates a multi-layer bucket-type sedimentation tank, which effectively solves the problem of large sedimentation tank footprint and poor mud-water separation effect in the related art.

[0079] 3. The multi-layer bucket structure of the sedimentation system 100 of the embodiment of the utility model has a good sedimentation effect, particles are not easy to accumulate and adsorb, the sedimentation effect is improved, and the service life is long.

[0080] 4. The multi-layer bucket structure of the sedimentation system 100 of the utility model embodiment adopts soft connection and manual or automatic vibration to solve the problem of sediment accumulation on the water separation plate 32 and the mud settling plate 4. There is no need for a separate backwash design, which reduces system energy consumption and does not affect the normal operation of the system.

[0081] 5. The water inlet of the sedimentation system 100 of the embodiment of the utility model adopts swirl multi-point water distribution, which improves the system's ability to distribute water evenly, reduces disturbances to the system's sedimentation area, improves the system's impact resistance, and improves the system's mud-water separation effect.

[0082] 6. The surface of the pool body 1 of the sedimentation system 100 of the embodiment of the utility model is provided with scraping and discharging facilities to improve the removal rate of suspended matter and oil substances.

[0083] 7. The sedimentation system 100 of the embodiment of the utility model adopts a dual system of static pressure mud discharge and pump mud discharge combined with a sludge hopper trough design, which reduces operating energy consumption and ensures smoother and more stable mud discharge.

[0084] 8. The sedimentation system 100 of the embodiment of the utility model does not require backwashing and adopts high-frequency, low-intensity intermittent vibration. This technology is rarely used in sedimentation tanks. It can reduce the accumulation of sediment on the sedimentation plates and sludge plates in the mud-water separation area, improve the system sedimentation efficiency, and increase the system service life.

[0085] Therefore, the key to the sedimentation system 100 of the utility model embodiment is the introduction of a new sedimentation tank structure. It utilizes swirling water inlet, vibration-assisted mud removal, and a bucket-type sedimentation structure. This allows for high-load operation, reduces floor space, and improves the system's sedimentation efficiency. This significantly addresses the challenges of traditional coagulation and sedimentation processes, such as low load, large floor space, high energy consumption, complex design, and high operation and maintenance costs. It provides a new solution for mud-water separation in the water treatment industry.

[0086] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like to indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation to the present invention.

[0087] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of the technical features being referred to. Thus, a feature specified as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of this utility model, "plurality" means at least two, such as two, three, etc., unless otherwise specifically defined.

[0088] In this utility model, unless otherwise specified or limited, the terms "installed," "connected," "connect," "fixed," etc. should be understood in a broad sense. For example, they can refer to fixed connection, detachable connection, or integration; mechanical connection, electrical connection, or communication; direct connection or indirect connection through an intermediate medium; internal communication between two elements or interaction between two elements, unless otherwise specified. For those skilled in the art, the specific meanings of the above terms in this utility model can be understood according to specific circumstances.

[0089] In the present invention, unless otherwise expressly specified or limited, when a first feature is "above" or "below" a second feature, it may mean that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediary. Furthermore, when a first feature is "above," "above," or "above" a second feature, it may mean that the first feature is directly above or diagonally above the second feature, or simply means that the first feature is at a higher level than the second feature. When a first feature is "below," "below," or "below" a second feature, it may mean that the first feature is directly below or diagonally below the second feature, or simply means that the first feature is at a lower level than the second feature.

[0090] In the present invention, the terms "one embodiment," "some embodiments," "examples," "specific examples," or "some examples" mean that the specific features, structures, materials, or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic expressions of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials, or characteristics described can be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art can combine and combine different embodiments or examples described in this specification and the features of different embodiments or examples without contradiction.

[0091] Although the embodiments of the present invention have been shown and described above, it can be understood that the above embodiments are illustrative and cannot be understood as limitations on the present invention. Ordinary technicians in this field can change, modify, replace and modify the above embodiments within the scope of the present invention.

Claims

1. A bucket-type vibration sedimentation system with cyclonic water distribution, characterized in that: include: A tank body, the tank body having a chamber, a water outlet and a mud discharge port, the water outlet and the mud discharge port are both connected to the chamber, the water outlet is located at the upper end of the tank body, and the mud discharge port is located at the lower end of the tank body; a water distribution assembly, the water distribution assembly is located in the chamber and is suitable for introducing sewage, and the water distribution assembly is used to evenly distribute the sewage in the chamber; The water-distributing device of claim 1, wherein the water-distributing device comprises a water-distributing device and a water-distributing device, wherein the water-distributing device comprises a water-distributing device and a water-distributing device. The water-distributing device comprises a water-distributing device and a water-distributing device. The water-distributing device comprises a water-distributing device and a water-distributing device. The water-distributing device comprises a water-distributing device and a water-distributing device. The water-distributing device comprises a water-distributing device and a water-distributing device.

2. The bucket-type vibration sedimentation system with swirl water distribution according to claim 1 is characterized in that: The water distribution assembly has multiple water distribution outlets with openings facing upward, and the multiple water distribution outlets are arranged in multiple circles along the inside-outside direction. Each circle includes several water distribution outlets arranged at intervals along the circumference of the pool body, so that the sewage can flow into the pool body through the water distribution outlets. The height of the multiple circles of water distribution outlets gradually increases from the inside to the outside.

3. The bucket-type vibration sedimentation system with swirl water distribution according to claim 2 is characterized in that: The water distribution assembly includes a water distribution pipe, which is arranged in the pool body and spirally extends upward from the inside to the outside. The plurality of water distribution ports are spaced apart along the extension direction of the water distribution pipe.

4. The bucket-type vibration sedimentation system with swirl water distribution according to claim 1 is characterized in that: The central tube includes a first tube and a second tube connected in sequence along the up and down directions, a plurality of separation plates are arranged on the first tube and a plurality of through holes are formed on the first tube, the cross-sectional area of ​​the inner circumferential surface of the first tube is constant from top to bottom, and the cross-sectional area of ​​the inner circumferential surface of the second tube gradually increases from top to bottom.

5. The bucket-type vibration sedimentation system with swirl water distribution according to claim 4 is characterized in that: It also includes a plurality of mud plates, which are arranged in the pool body along the up and down directions and are located below the second tube. The mud plates are provided with mud openings that penetrate the mud plates along the up and down directions. Two adjacent mud openings are arranged opposite to each other at intervals along the up and down directions. The mud plates extend along the inward and outward directions and are inclined upward so that the mud residue falls into the bottom of the pool body through the plurality of mud plates. In the projection plane orthogonal to the up and down directions, the mud openings are located in the second tube, and the central tube is located in the mud plates.

6. The bucket-type vibration sedimentation system with swirl water distribution according to claim 1, characterized in that: The chamber includes a first chamber, a second chamber and a third chamber that are sequentially connected in the up and down directions. The mud and water separation assembly is arranged in the second chamber. The third chamber includes a first part, a second part and a third part that are sequentially connected in the up and down directions. The upper and lower ends of the second part are respectively connected to the first part and the third part. The cross-sectional area of ​​the inner circumference of the second part gradually decreases from top to bottom. The cross-sectional area of ​​the inner circumference of the first part and the third part is constant in the up and down directions. The water distribution assembly is arranged in the first part, and the third part and the lower end of the center tube are spaced relative to each other in the up and down directions, and in the projection plane orthogonal to the up and down directions, the third part is located in the second part, and the second part is located in the first part.

7. The bucket-type vibration sedimentation system with swirl water distribution according to claim 1 is characterized in that: It also includes a scraper assembly, which is arranged in the pool body and located at the upper end of the pool body. The scraper assembly is rotatable in the up and down directions relative to the pool body so that the scraper assembly can scrape off floating objects in the clean water.

8. The bucket-type vibration sedimentation system with swirl water distribution according to claim 7, characterized in that: The vibration assembly includes a vibration controller and an ultrasonic sensor, both of which are arranged on the periphery of the pool body. The vibration controller is connected to the central tube and the ultrasonic sensor respectively. The ultrasonic sensor is used to detect the thickness of the mud on the surface of the separation plate. When the ultrasonic sensor detects that the thickness of the mud on the surface of the separation plate is higher than a preset value, the vibration controller is turned on to clean the mud on the separation plate.

9. The bucket-type vibration sedimentation system with swirl water distribution according to claim 7, characterized in that: It also includes an overflow weir, which is arranged in the pool body and located at the upper end of the pool body. The overflow weir extends along the inner circumference of the pool body, and the outer circumference of the overflow weir and the inner circumference of the pool body are spaced apart in the inner and outer directions to form a water collection trough. The clean water in the pool body overflows into the water collection trough through the overflow weir. The scraper assembly is located in the overflow weir and is rotatable in the up and down directions relative to the overflow weir so that the scraper assembly can scrape floating objects on the clean water.

10. The bucket-type vibration sedimentation system with swirl water distribution according to claim 7, characterized in that: Also includes: a first sewage pipe, one end of which is located below the scraper assembly, and the other end of which passes through the tank body so that floating objects in the tank body are discharged out of the tank body through the first sewage pipe; A second sewage pipe, one end of which is connected to the bottom of the tank body, and the other end of which extends out of the tank body so that the mud and dirt in the tank body can be discharged through the second sewage pipe.

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