A sludge-water treatment device for a water plant

CN224740959UActive Publication Date: 2026-09-11QINGDAO PACIFIC CHEM EQUIP CO LTD
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Patent Information

Application Number
CN202522216218.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-10-21
Publication Date
2026-09-11
Estimated Expiration
2035-10-21

AI Technical Summary

Technical Problem

它通过混凝、沉降等工艺,专门处理水厂排泥水中的悬浮杂质,能有效回收水资源,并降低外排污泥的含水率,实现环保与节水;现有的水厂用泥水处理装置一般将泥水注入活性炭反应池,随后通过平衡调理池的缓冲与平衡使后续进入反应絮凝池的泥水水质较稳定,随后伴随着搅拌组件的搅拌将反应剂与磁粉投入反应絮凝池进行处理,随后使反应后的泥水进入沉淀池进行沉淀,但是这种结构在使用时由于反应絮凝池同时进行混凝与絮凝等步骤导致投入的反应剂与磁粉容易混合互相影响,进而导致混凝与絮凝的效率降低,因此,需对上述提出的问题加以改进处理

Benefits of technology

[0011]与现有技术相比,本实用新型的有益效果是:在本实用新型中,通过减速电机与刮泥架的配合,便于控制刮泥板沿着沉淀池池底缓慢旋转,便于将沉淀于池底的杂质收集并从沉淀池中部排出;通过混凝槽、磁混槽、助凝槽与搅拌组件的配合,便于对泥水内的杂质逐步进行处理并混匀,便于提高投入的反应剂与磁粉的利用率,方便杂质后续进入沉淀池中进行沉淀;通过活性炭反应池与平衡调理池的配合,便于不同阶段的泥水混匀后逐步进入后续的处理槽,便于防止由于沉淀池内的泥水的迅速变化导致影响后续的反应完成度;通过上述结构解决了现有的泥水处理装置在使用时混凝、絮凝不完全的问题。

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Abstract

The utility model discloses a kind of sludge water treatment devices for water plant, it is related to water treatment appliance technical field, including frame, the upper end inside one side of frame is equipped with sedimentation tank, the front end other side of sedimentation tank is equipped with balance conditioning pool, the other side of balance conditioning pool is equipped with reaction flocculation pool, reaction flocculation pool is separated by first isolation board and second isolation board, coagulation tank, magnetic mixing tank and coagulation aid tank, and the other side of reaction flocculation pool is equipped with activated carbon reaction pool, the other side and middle of frame are equipped with stirring assembly, and one side of frame is equipped with mud scraping assembly;The utility model is through the cooperation of coagulation tank, magnetic mixing tank, coagulation aid tank and stirring assembly, it is convenient to treat and mix evenly gradually to the impurity in sludge water, it is convenient to improve the utilization of inputted reaction agent and magnetic powder, and impurity subsequent enters sedimentation tank and is deposited;The above structure solves the problem that reaction agent is not completely used when coagulation and flocculation when using the existing sludge water treatment device.
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Description

Technical Field

[0001] This utility model relates to the technical field of water treatment equipment, and in particular to a mud and water treatment device for water plants. Background Technology

[0002] A sludge treatment device for water plants is a highly efficient device for purifying industrial wastewater. It uses processes such as coagulation and sedimentation to specifically treat suspended impurities in the sludge discharged from water plants, effectively recovering water resources and reducing the moisture content of discharged sludge, thus achieving environmental protection and water conservation. Existing sludge treatment devices typically inject sludge into an activated carbon reaction tank, followed by buffering and balancing in a balancing tank to stabilize the sludge entering the reaction flocculation tank. Then, with the agitation of the stirring components, reactants and magnetic powder are added to the reaction flocculation tank for treatment. The reacted sludge then enters a sedimentation tank for settling. However, in this structure, because coagulation and flocculation occur simultaneously in the reaction flocculation tank, the added reactants and magnetic powder easily mix and interfere with each other, leading to reduced coagulation and flocculation efficiency. Therefore, improvements are needed to address the aforementioned problems. Utility Model Content

[0003] The purpose of this utility model is to address the shortcomings of existing technologies by proposing a mud and water treatment device for water plants.

[0004] To achieve the above objectives, the present invention adopts the following technical solution: a sludge treatment device for water plants, comprising a frame, a sedimentation tank installed on one side of the upper interior of the frame, a balancing and conditioning tank installed on the other side of the front end of the sedimentation tank, a reaction flocculation tank installed on the other side of the balancing and conditioning tank, the reaction flocculation tank being separated by a first isolation plate and a second isolation plate into a coagulation tank, a magnetic mixing tank and a coagulation aid tank, and an activated carbon reaction tank installed on the other side of the reaction flocculation tank, the other side of the activated carbon reaction tank being connected to a connecting pipe, a stirring assembly installed on the other side and the middle of the frame, and a sludge scraping assembly installed on one side of the frame.

[0005] Preferably, a flow pipe is connected to one side of the sedimentation tank, and a connecting plate is installed on one side of the upper interior of the sedimentation tank. An anti-interference plate is provided at the lower end of one side of the connecting plate. The anti-interference plate is composed of multiple inclined parallel rectangular plates, and the anti-interference plate is connected to the connecting plate by angle brackets. The top surface of the other side wall of the sedimentation tank is lower than the rest of the tank walls.

[0006] Preferably, the coagulation tank and the magnetic mixing tank are separated by a first isolation plate, the top surface of the first isolation plate being lower than the top surface of the tank walls of the coagulation tank and the magnetic mixing tank. The magnetic mixing tank and the coagulation aid tank are separated by a second isolation plate, the lower end of the second isolation plate having a rectangular connecting groove. The top surface of one side of the coagulation aid tank wall is parallel to the top surface of the other side of the sedimentation tank wall.

[0007] Preferably, the sludge scraping assembly includes a first support plate installed at the middle of the upper part of one side of the frame, a through anti-interference pipe connected to the first support plate, the lower end of the anti-interference pipe penetrating the anti-interference plate, a first drive box connected to the upper end of the anti-interference pipe, a first rotating rod rotatably connected to the other side of the interior of the first drive box, and a first rotating shaft rotatably connected to one side of the first drive box and the anti-interference pipe.

[0008] Preferably, a first pulley is installed at the upper end of the first rotating shaft and the middle part of the first rotating rod, and a first drive belt is sleeved on both first pulleys. A sludge scraper is connected to the lower end of the first rotating shaft, and multiple sludge scrapers are installed on both sides of the lower end of the sludge scraper. The sludge scrapers are inclined, and the lower ends of the sludge scrapers abut against the inner wall of the lower end of the sedimentation tank. A reduction motor is provided at the upper end of the other side of the first drive box, and the drive shaft of the reduction motor is connected to the first rotating rod through a coupling.

[0009] Preferably, the stirring assembly includes multiple second support plates installed on the other side and the middle of the upper end of the frame. The second support plates are respectively located above the activated carbon reaction tank, the coagulation tank, the magnetic mixing tank, and the coagulation aid tank. A connecting pipe is connected to the second support plate. The upper end of the connecting pipe is connected to a second drive box. A second rotating rod is rotatably connected to the other side of the interior of the second drive box. A second rotating shaft is rotatably connected to one side of the second drive box and the connecting pipe. A second pulley is installed in the middle of the second rotating rod and the upper end of the second rotating shaft. A second drive belt is sleeved on the outer side of the two second pulleys. A stirring paddle is connected to the lower end of the second rotating shaft. A servo motor is provided on the other side of the upper end of the second drive box. The lower end of the servo motor is connected to the second rotating rod through a coupling.

[0010] Preferably, two water pumps are longitudinally installed in the middle of the lower end of the frame. The inlet of the front water pump is connected to the lower end of the activated carbon reaction tank through a first inlet pipe, and the outlet of the front water pump is connected to the balancing and conditioning tank through a first outlet pipe. The inlet of the rear water pump is connected to the balancing and conditioning tank through a second inlet pipe, and the outlet of the rear water pump is connected to the lower end of the coagulation tank through a second outlet pipe. Solenoid valves are installed on both the first outlet pipe and the second inlet pipe.

[0011] Compared with the prior art, the beneficial effects of this utility model are as follows: In this utility model, the cooperation between the geared motor and the sludge scraper makes it easy to control the sludge scraper to rotate slowly along the bottom of the sedimentation tank, which facilitates the collection of impurities settled at the bottom of the tank and their discharge from the middle of the sedimentation tank; the cooperation between the coagulation tank, the magnetic mixing tank, the coagulation aid tank, and the stirring components facilitates the gradual treatment and mixing of impurities in the mud and water, which improves the utilization rate of the added reactants and magnetic powder, and facilitates the subsequent sedimentation of impurities; the cooperation between the activated carbon reaction tank and the balancing and conditioning tank facilitates the gradual mixing of mud and water at different stages before they enter the subsequent treatment tank, which helps to prevent the rapid changes in the mud and water in the sedimentation tank from affecting the completion of the subsequent reaction; the above structure solves the problem of incomplete coagulation and flocculation in existing mud and water treatment devices during use. Attached Figure Description

[0012] The accompanying drawings, which are included to provide a further understanding of the present invention and form part of this application, illustrate exemplary embodiments of the present invention and, together with the description thereof, serve to explain the present invention and do not constitute an undue limitation thereof. In the drawings: Figure 1 This is a three-dimensional schematic diagram of the overall structure proposed in this utility model; Figure 2 This is a schematic diagram of the overall structure proposed in this utility model from another perspective; Figure 3 This is a cross-sectional schematic diagram of the mud scraping component proposed in this utility model; Figure 4 This is a cross-sectional schematic diagram of the stirring assembly proposed in this utility model; Figure 5 This is a cross-sectional schematic diagram of the mud and water treatment structure proposed in this utility model.

[0013] The following are the components listed in the diagram: 1. Frame; 2. Sedimentation tank; 3. Balancing and conditioning tank; 4. Activated carbon reaction tank; 5. Coagulation tank; 6. Magnetic mixing tank; 7. Coagulation aid tank; 8. Gear motor; 9. First drive box; 10. Anti-interference pipe; 11. First rotating shaft; 12. Sludge scraper; 13. Servo motor; 14. Connecting pipe; 15. Second rotating shaft; 16. Agitator; 17. Anti-interference plate; 18. Water pump; 19. Second drive box. Detailed Implementation

[0014] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments.

[0015] Example: See Figures 1 to 5This utility model discloses a sludge treatment device for water plants, comprising a frame 1. A sedimentation tank 2 is installed on one side of the upper interior of the frame 1. A balancing and conditioning tank 3 is installed on the other side of the front end of the sedimentation tank 2. A reaction flocculation tank is installed on the other side of the balancing and conditioning tank 3. The reaction flocculation tank is separated by a first and a second partition plate into a coagulation tank 5, a magnetic mixing tank 6, and a coagulation aid tank 7. An activated carbon reaction tank 4 is installed on the other side of the reaction flocculation tank, and a connecting pipe is connected to the other side of the activated carbon reaction tank 4. A stirring assembly is installed on the other side and in the middle of the frame 1, and a sludge scraping assembly is installed on one side of the frame 1. The balance between the stirring assembly and the sludge scraping assembly facilitates the thorough mixing of the reactant and impurities and the concentrated discharge of precipitated impurities. A flow pipe is connected to one side of the sedimentation tank 2, and the upper interior of the sedimentation tank 2... A connecting plate is installed on one side of the sedimentation tank 2. An anti-interference plate 17 is provided at the lower end of one side of the connecting plate. The anti-interference plate 17 is composed of multiple inclined parallel rectangular plates. The anti-interference plate 17 is connected to the connecting plate by angle brackets. The top surface of the other side wall of the sedimentation tank 2 is lower than the other walls. The anti-interference plate 17 helps to prevent the continuous inflow of mud and water from conflicting with the initially separated mud and water, which would slow down the separation efficiency. The coagulation tank 5 and the magnetic mixing tank 6 are separated by a first isolation plate. The top surface of the first isolation plate is lower than the top surface of the tank walls of the coagulation tank 5 and the magnetic mixing tank 6. The magnetic mixing tank 6 and the coagulation aid tank 7 are separated by a second isolation plate. A rectangular connecting groove is opened at the lower end of the second isolation plate. The top surface of one side wall of the coagulation aid tank 7 is parallel to the top surface of the other side wall of the sedimentation tank 2. The first isolation plate and the second isolation plate facilitate the flow of mud and water.

[0016] In this utility model, the sludge scraping assembly includes a first support plate installed at the upper middle part of one side of the frame 1. A through anti-interference pipe 10 is connected to the first support plate. The lower end of the anti-interference pipe 10 passes through the anti-interference plate 17. The upper end of the anti-interference pipe 10 is connected to a first drive box 9. A first rotating rod is rotatably connected to the other side of the interior of the first drive box 9. A first rotating shaft 11 is rotatably connected to one side of the first drive box 9 and the anti-interference pipe 10. The cooperation between the anti-interference pipe 10 and the first rotating shaft 11 facilitates the control of the continuous, slow, and stable operation of the sludge scraper 12. A first pulley is installed at the upper end of the first rotating shaft 11 and the middle part of the first rotating rod. A first drive belt is connected to the pulleys. A scraper frame 12 is connected to the lower end of the first rotating shaft 11. Multiple scraper blades are installed on both sides of the lower end of the scraper frame 12, and these blades are inclined, with their lower ends abutting against the lower inner wall of the sedimentation tank 2. A reduction motor 8 is located on the upper side of the other side of the first drive box 9. The drive shaft of the reduction motor 8 is connected to the first rotating rod via a coupling. The cooperation between the reduction motor 8 and the first drive box 9 facilitates control of the scraper frame 12 for scraping sludge. The mixing assembly includes multiple second support plates installed on the other side and in the middle of the upper end of the frame 1. These second support plates are respectively located in the activated carbon reaction tank 4 and the mixing... Above the coagulation tank 5, magnetic mixing tank 6, and coagulation aid tank 7, a connecting pipe 14 is connected to a second support plate. The upper end of the connecting pipe 14 is connected to a second drive box 19. A second rotating rod is rotatably connected to the other side of the interior of the second drive box 19. A second rotating shaft 15 is rotatably connected to one side of the second drive box 19 and the connecting pipe 14. A second pulley is installed in the middle of the second rotating rod and at the upper end of the second rotating shaft 15. Second drive belts are sleeved on the outer sides of the two second pulleys. A stirring paddle 16 is connected to the lower end of the second rotating shaft 15. A servo motor 13 is located on the other side of the upper end of the second drive box 19. The lower end of the servo motor 13 is connected to... The second rotating rod is connected to the servo motor 13 for easy control of the stirring assembly. Two water pumps 18 are installed longitudinally in the middle of the lower end of the frame 1. The inlet of the front water pump 18 is connected to the lower end of the activated carbon reaction tank 4 through the first inlet pipe, and the outlet of the front water pump 18 is connected to the balance conditioning tank 3 through the first outlet pipe. The inlet of the rear water pump 18 is connected to the balance conditioning tank 3 through the second inlet pipe, and the outlet of the rear water pump 18 is connected to the lower end of the coagulation tank 5 through the second outlet pipe. Solenoid valves are installed on both the first outlet pipe and the second inlet pipe, and the water pumps 18 facilitate the control of the flow and treatment of mud and water.

[0017] Working principle: When this utility model is used, the mud and water first flow into the activated carbon reaction tank 4, which is installed inside the upper end of the frame 1 and located on the other side of the reaction flocculation tank, through the connecting pipe. Then, the stirring assembly installed on the second support plate above the activated carbon reaction tank 4 is started. In this stirring assembly, the servo motor 13 drives the second rotating rod in the second drive box 19 to rotate through the coupling. The second rotating rod drives the second rotating shaft 15 to rotate through the cooperation of the second pulley and the second drive belt, thereby causing the stirring paddle 16 at the lower end of the second rotating shaft 15 to start running. At the same time, activated carbon is added into the activated carbon reaction tank 4. The activated carbon adsorbs some of the impurities in the mud and water, and the stirring paddle 16 makes the activated carbon and mud and water fully mixed, thereby improving the adsorption effect. After the initial adsorption treatment is completed, the front-end water pump 18, which is longitudinally installed at the lower middle of the frame 1, is started, and the solenoid valve on the first outlet pipe is opened. The front-end water pump 18 draws the sludge and water from the lower end of the activated carbon reaction tank 4 through the first inlet pipe, and then transports it through the first outlet pipe to the balancing and conditioning tank 3 on the other side of the front end of the sedimentation tank 2. Then, the relevant valves are closed, and sufficient sludge and water are allowed to enter the balancing and conditioning tank 3. When the sludge and water in the balancing and conditioning tank 3 reaches the required amount for treatment, the rear-end water pump 18 is started, and the solenoid valve on the second inlet pipe is opened. The rear-end water pump 18 draws the sludge and water from the balancing and conditioning tank 3 through the second inlet pipe, and simultaneously transports it through the second outlet pipe to the lower end of the coagulation tank 5 separated by the first partition plate in the reaction flocculation tank. Subsequently, the stirring components installed on the second support plates above the coagulation tank 5, magnetic mixing tank 6, and coagulation aid tank 7 are activated respectively. Each stirring component achieves stirring operation through the cooperation of the servo motor 13, the second drive box 19, the second rotating shaft 15, and the stirring paddle 16. At the same time, coagulant is added into the coagulation tank 5. Under the stirring action of the stirring paddle 16, the coagulant reacts fully with the mud and water. As the mud and water are continuously injected, its liquid level gradually rises and overflows the first isolation plate (the top surface of the first isolation plate is lower than the tank height of the coagulation tank 5 and the magnetic mixing tank 6). The mud and water flow into the magnetic mixing tank 6 from the top surface of the wall. At this time, magnetic powder is added into the magnetic mixing tank 6. The magnetic powder mixes with the mud and water under the stirring action. Then, the mud and water flow into the coagulation aid tank 7 through the rectangular connecting channel opened at the lower end of the second isolation plate (the magnetic mixing tank 6 and the coagulation aid tank 7 are separated by the second isolation plate). After further reaction is completed in the coagulation aid tank 7, as the mud and water are continuously added, its liquid level continues to rise and overflows the tank wall on the other side of the sedimentation tank 2 (the top surface of this tank wall is lower than the other tank walls of the sedimentation tank 2 and is parallel to the top surface of the tank wall on one side of the coagulation aid tank 7) and enters the sedimentation tank 2. After the muddy water enters the sedimentation tank 2, it will first come into contact with the anti-interference plate 17 (composed of multiple inclined parallel rectangular plates) connected by corner brackets at the lower end of the connecting plate on one side of the upper end of the sedimentation tank 2. The anti-interference plate 17 effectively prevents the continuously entering muddy water from colliding with the muddy water that has been initially separated in the sedimentation tank 2, thus avoiding a reduction in separation efficiency. During this process, the clear water in the muddy water enters the upper end of the sedimentation tank 2 through the anti-interference plate 17, and is then discharged through the flow pipe connected to one side of the sedimentation tank 2, while the impurities in the muddy water gradually sink to the bottom of the sedimentation tank 2.When the amount of impurities settled in the sedimentation tank 2 reaches a certain level, the geared motor 8 (located on the other side of the first drive box 9) installed on the first support plate at the upper middle of one side of the frame 1 is started. The drive shaft of the geared motor 8 drives the first rotating rod on the other side of the first drive box 9 to rotate through the coupling. The first rotating rod, with the cooperation of the first pulley in the middle and the first drive belt, drives the first rotating shaft 11 connected to the anti-interference pipe 10 (the anti-interference pipe 10 passes through the first support plate and the lower end passes through the anti-interference plate 17) on one side of the first drive box 9 to rotate. The sludge scraper 12 connected to the lower end of the first rotating shaft 11 rotates slowly. The multiple inclined sludge scrapers (the lower ends of the sludge scrapers abut against the lower inner wall of the sedimentation tank 2) installed on both sides of the lower end of the sludge scraper 12 operate synchronously to scrape and clean the impurities settled at the bottom of the sedimentation tank 2 and transport the impurities to the middle of the bottom of the sedimentation tank 2. Finally, the settled impurities are discharged in a concentrated manner, thus completing a complete mud and water treatment process.

[0018] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A mud and water treatment device for a water plant, comprising a frame (1), characterized in that: A sedimentation tank (2) is installed on one side of the upper end of the frame (1). A balancing and conditioning tank (3) is installed at the front end of the other side of the sedimentation tank (2). A reaction flocculation tank is installed on the other side of the balancing and conditioning tank (3). The reaction flocculation tank is separated by a first isolation plate and a second isolation plate into a coagulation tank (5), a magnetic mixing tank (6), and a coagulation aid tank (7). An activated carbon reaction tank (4) is installed on the other side of the reaction flocculation tank. A connecting pipe is connected to the other side of the activated carbon reaction tank (4). A stirring assembly is installed on the other side and in the middle of the frame (1). A sludge scraping assembly is installed on one side of the frame (1).

2. The mud and water treatment device for a water plant according to claim 1, characterized in that: A flow pipe is connected to one side of the sedimentation tank (2), and a connecting plate is installed on one side of the upper interior of the sedimentation tank (2). An anti-interference plate (17) is provided at the lower end of one side of the connecting plate. The anti-interference plate (17) is composed of multiple inclined parallel rectangular plates, and the anti-interference plate (17) is connected to the connecting plate by a corner bracket. The top surface of the other side wall of the sedimentation tank (2) is lower than the rest of the walls.

3. The mud and water treatment device for a water plant according to claim 1, characterized in that: The coagulation tank (5) and the magnetic mixing tank (6) are separated by a first isolation plate. The top surface of the first isolation plate is lower than the top surface of the tank wall of the coagulation tank (5) and the magnetic mixing tank (6). The magnetic mixing tank (6) and the coagulation aid tank (7) are separated by a second isolation plate. A rectangular connecting groove is opened at the lower end of the second isolation plate. The top surface of one side of the tank wall of the coagulation aid tank (7) is parallel to the top surface of the other side of the sedimentation tank (2).

4. A mud and water treatment device for a water plant according to claim 1, characterized in that: The sludge scraping assembly includes a first support plate installed at the middle of the upper part of one side of the frame (1). A through anti-interference pipe (10) is connected to the first support plate. The lower end of the anti-interference pipe (10) passes through the anti-interference plate (17). The upper end of the anti-interference pipe (10) is connected to a first drive box (9). A first rotating rod is rotatably connected to the other side of the interior of the first drive box (9). A first rotating shaft (11) is rotatably connected to one side of the first drive box (9) and the anti-interference pipe (10).

5. A mud and water treatment device for a water plant according to claim 4, characterized in that: The upper end of the first rotating shaft (11) is fitted with the middle part of the first rotating rod and a first pulley is installed. The two first pulleys are fitted with a first drive belt. The lower end of the first rotating shaft (11) is connected to a sludge scraper (12). Multiple sludge scrapers are installed on both sides of the lower end of the sludge scraper (12). The sludge scrapers are inclined and the lower end of the sludge scrapers abuts against the lower inner wall of the sedimentation tank (2). The other side of the first drive box (9) is provided with a reduction motor (8). The drive shaft of the reduction motor (8) is connected to the first rotating rod through a coupling.

6. A mud and water treatment device for a water plant according to claim 1, characterized in that: The stirring assembly includes multiple second support plates installed on the other side and the middle of the upper end of the frame (1). The second support plates are respectively located above the activated carbon reaction tank (4), the coagulation tank (5), the magnetic mixing tank (6) and the coagulation aid tank (7). A connecting pipe (14) is connected to the second support plate. The upper end of the connecting pipe (14) is connected to a second drive box (19). A second rotating rod is rotatably connected to the other side of the interior of the second drive box (19). A second rotating shaft (15) is rotatably connected to one side of the second drive box (19) and the connecting pipe (14). A second pulley is installed in the middle of the second rotating rod and the upper end of the second rotating shaft (15). A second drive belt is sleeved on the outer side of the two second pulleys. A stirring paddle (16) is connected to the lower end of the second rotating shaft (15). A servo motor (13) is provided on the other side of the upper end of the second drive box (19). The lower end of the servo motor (13) is connected to the second rotating rod through a coupling.

7. A mud and water treatment device for a water plant according to claim 1, characterized in that: Two water pumps (18) are installed longitudinally in the middle of the lower end of the frame (1). The inlet of the front water pump (18) is connected to the lower end of the activated carbon reaction tank (4) through the first inlet pipe, and the outlet of the front water pump (18) is connected to the balance conditioning tank (3) through the first outlet pipe. The inlet of the rear water pump (18) is connected to the balance conditioning tank (3) through the second inlet pipe, and the outlet of the rear water pump (18) is connected to the lower end of the coagulation tank (5) through the second outlet pipe. Solenoid valves are installed on both the first outlet pipe and the second inlet pipe.