A sewage activated carbon grading adsorption treatment device

Abstract

The utility model relates to sewage treatment field discloses a kind of sewage activated carbon graded adsorption treatment devices, including treatment tank D, treatment tank C, treatment tank B, treatment tank A, the rear of treatment tank D, treatment tank C, treatment tank B is installed with superheavy separator one, superheavy separator two, superheavy separator three for the first time, the right side of the treatment tank A is installed with pre-storage pool, the front side of the treatment tank D is provided with filter press.The utility model in the present application, the device is processed by the hierarchical processing framework of treatment tank D, treatment tank C, treatment tank B, treatment tank A, and the circulation system formed by superheavy separator one, two, three and activated carbon water delivery component, realizes the gradient utilization of activated carbon, avoids the problem that activated carbon is saturated in traditional process single use, adsorption potential is not fully released, the adsorption capacity of activated carbon is maximized, the amount of activated carbon is significantly reduced, and the resource consumption cost in the process of sewage treatment is reduced.

Description

Technical Field

[0001] This utility model relates to the field of wastewater treatment, and in particular to a wastewater activated carbon graded adsorption treatment device. Background Technology

[0002] In the field of wastewater treatment, activated carbon adsorption technology has played an important role as a common method. However, with the continuous improvement of the requirements for wastewater treatment, traditional activated carbon adsorption technology has gradually revealed many limitations. Traditional activated carbon adsorption exhibits significant limitations when dealing with high-concentration wastewater. Due to the limited number of adsorption sites, activated carbon quickly reaches saturation during the treatment of high-concentration wastewater, thus becoming unable to effectively adsorb pollutants. This necessitates frequent replacement of the activated carbon material. Conversely, in low-concentration wastewater, activated carbon cannot fully utilize its adsorption potential, resulting in a large amount of activated carbon being discarded before reaching saturation, leading to substantial resource waste and rendering it impractical. Utility Model Content

[0003] To overcome the above shortcomings, this utility model provides a wastewater activated carbon graded adsorption treatment device, which aims to improve the problem that activated carbon in the prior art quickly reaches saturation in high-concentration wastewater and needs to be replaced frequently, while it cannot be fully used in low-concentration wastewater, resulting in waste.

[0004] To achieve the above objectives, the present invention adopts the following technical solution: a wastewater activated carbon graded adsorption treatment device, comprising treatment tank D, treatment tank C, treatment tank B, and treatment tank A. A first, second, and third overweight separator are sequentially installed at the rear of treatment tanks D, C, and B. A pre-storage tank is installed on the right side of treatment tank A. A filter press is installed at the front of treatment tank D. A sludge conveying assembly and an activated carbon water conveying assembly are respectively arranged between treatment tank D, overweight separators one, C, B, and A. The sludge conveying assembly includes a connector installed at the front of treatment tank D. Pipe d is connected to the inlet of the filter press. The outlet of the filter press is fixedly connected to an installation pipe, which is connected to the treatment tank C. The output of the treatment tank C is fixedly connected to a connecting pipe c, which is connected to a first overweight separator. The first overweight separator is connected to the treatment tank B via a first conveying pipe. The outlet of the treatment tank B is fixedly connected to a connecting pipe b, which is connected to a second overweight separator. The second overweight separator is connected to the treatment tank A via a second conveying pipe. The outlet of the treatment tank A is fixedly connected to a connecting pipe a, which is fixedly connected to a third overweight separator. The third overweight separator is connected to the pre-storage tank via a third conveying pipe.

[0005] As a further description of the above technical solution: A fresh sewage pipe is fixedly connected to the top of the treatment tank D.

[0006] As a further description of the above technical solution: An auxiliary pipe is installed on the right side of the pre-storage tank, and the pre-storage tank is connected to the MVR device through the auxiliary pipe.

[0007] As a further description of the above technical solution: The activated carbon water delivery assembly includes an activated carbon water pipe fixedly installed on the top of the treatment tank A. The activated carbon water pipe is connected to the third heavy-duty separator. The lower end of the third heavy-duty separator is connected to the treatment tank B through the third water supply pipe. The lower part of the second heavy-duty separator is connected to the treatment tank C through the second water supply pipe. The lower end of the first heavy-duty separator is connected to the treatment tank D through the first water supply pipe.

[0008] As a further description of the above technical solution: Sludge pumps are installed in the middle of the connecting pipes d, c, b, a, and auxiliary pipe.

[0009] As a further description of the above technical solution: A delivery pump and valve are installed in the middle of each of the following water pipes: Water Pipe 1, Delivery Pipe 1, Water Pipe 2, Delivery Pipe 2, Water Pipe 3, Delivery Pipe 3, and Installation Pipe.

[0010] This utility model has the following beneficial effects: 1. In this utility model, the device achieves the gradient utilization of activated carbon through a graded treatment architecture consisting of treatment tanks D, C, B, and A, combined with a circulation system formed by heavy-duty separators one, two, and three and activated carbon water conveying components. This avoids the problem of activated carbon becoming saturated after a single use and its adsorption potential not being fully released in traditional processes. It maximizes the adsorption capacity of activated carbon, significantly reduces the amount of activated carbon used, and lowers the resource consumption cost in the wastewater treatment process.

[0011] 2. In this utility model, through the coordinated operation of the sludge conveying component and the activated carbon water conveying component, combined with the precise control of the sludge pump, conveying pump and valve in each pipeline, a complete and continuous process is formed from the sewage entering the treatment tank D, through the filter press pretreatment, multi-stage treatment tank treatment, and heavy separation, to the final treated water entering the pre-storage tank and connecting to the MVR equipment. This greatly improves the efficiency of sewage treatment. At the same time, the stable process design also reduces water quality fluctuations caused by process interruption, ensuring the consistency and compliance rate of the treated water quality. Attached Figure Description

[0012] Figure 1This is a schematic diagram of the overall front three-dimensional structure of a wastewater activated carbon graded adsorption treatment device proposed in this utility model. Figure 2 This is a schematic diagram of the overall rear three-dimensional structure of a wastewater activated carbon graded adsorption treatment device proposed in this utility model. Figure 3 This is a schematic diagram of the overall upper three-dimensional structure of a wastewater activated carbon graded adsorption treatment device proposed in this utility model.

[0013] Legend: 1. Treatment tank D; 2. Overweight separator I; 3. Treatment tank C; 4. Overweight separator II; 5. Treatment tank B; 6. Overweight separator III; 7. Treatment tank A; 8. Filter press; 9. Pre-storage tank; 11. Connecting pipe d; 12. Fresh sewage pipe; 21. Water supply pipe I; 22. Conveying pipe I; 31. Connecting pipe c; 41. Water supply pipe II; 42. Conveying pipe II; 51. Connecting pipe b; 61. Water supply pipe III; 62. Conveying pipe III; 71. Connecting pipe a; 72. Activated carbon water pipe; 81. Installation pipe; 91. Auxiliary pipe; 101. Sludge pump; 102. Conveying pump; 103. Valve. 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. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0015] Reference Figures 1-3 This utility model provides an embodiment of a wastewater activated carbon graded adsorption treatment device, including treatment tanks D1, C3, B5, and A7. Each treatment tank includes a tank body, a drive motor installed on its upper part, and a stirring shaft connected to the drive motor, etc., for cooperating with the treatment of sludge water. Heavy-duty separators 2, 4, and 6 are sequentially installed at the rear of treatment tanks D1, C3, and B5 for cooperating with the separation of water from sludge and other materials. A pre-storage tank 9 is installed on the right side of treatment tank A7 for pre-storing the treated water. A filter press 8, a plate and frame press, is installed at the front of treatment tank D1 for treating wastewater and used activated carbon water. Sludge conveying components and activated carbon water conveying components are respectively arranged between treatment tanks D1, heavy-duty separators 2, C3, B5, and A7, for cooperating with the conveying of wastewater and activated carbon water.

[0016] Furthermore, the sludge conveying assembly includes a connecting pipe d11 installed on the front side of the treatment tank D1, used to transport fresh wastewater from the treatment tank D1 to the filter press 8 for filtration. A fresh wastewater pipe 12 is fixedly connected to the top of the treatment tank D1 to facilitate the inflow of fresh wastewater into the treatment tank D1. The connecting pipe d11 is connected to the inlet end of the filter press 8. An installation pipe 81 is fixedly connected to the outlet end of the filter press 8 to facilitate the inflow of filtered water into the treatment tank C3. The installation pipe 81 is connected to the treatment tank C3. A connecting pipe c31 is fixedly connected to the outlet end of the treatment tank C3 to facilitate the transport of water to the overweight separator 2. The connecting pipe c31 is connected to the overweight separator 2. The overweight separator 2 is connected to the treatment tank B5 via a conveying pipe 22. The outlet end of the treatment tank B5 is fixedly connected to... Connecting pipe b51 is connected to the second heavy-duty separator 4 to transport water into the second heavy-duty separator 4. The second heavy-duty separator 4 is connected to the treatment tank A7 through the second conveying pipe 42. The outlet end of the treatment tank A7 is fixedly connected to the connecting pipe a71 to transport water into the third heavy-duty separator 6. The connecting pipe a71 is fixedly connected to the third heavy-duty separator 6. The third heavy-duty separator 6 is connected to the pre-storage tank 9 through the third conveying pipe 62. An auxiliary pipe 91 is installed on the right side of the pre-storage tank 9 to send the treated wastewater with qualified color to the MVR device for evaporation. The pre-storage tank 9 is connected to the MVR device through the auxiliary pipe 91. Sludge pumps 101 are installed in the middle of connecting pipes d11, c31, b51, a71, and 91 to pump wastewater, activated carbon water, etc.

[0017] Furthermore, the activated carbon water delivery assembly includes an activated carbon water pipe 72 fixedly installed on the top of the treatment tank A7, for the purpose of delivering activated carbon water into the treatment tank A7. The activated carbon water pipe 72 is connected to the overweight separator 6. The lower end of the overweight separator 6 is connected to the treatment tank B5 through the water supply pipe 61, for the purpose of delivering activated carbon water. The lower part of the overweight separator 4 is connected to the treatment tank C3 through the water supply pipe 41, for the purpose of delivering activated carbon water into the treatment tank C3. The lower end of the overweight separator 2 is connected to the treatment tank D1 through the water supply pipe 21, for the purpose of delivering activated carbon water into the treatment tank D1. The middle of the water supply pipe 21, the delivery pipe 22, the water supply pipe 41, the delivery pipe 42, the water supply pipe 61, the delivery pipe 62, and the installation pipe 81 are all equipped with a delivery pump 102 and a valve 103, for the purpose of controlling the pumping and flow direction of the liquid.

[0018] Working principle: When treating fresh sewage, the sewage flow direction of the device is as follows: fresh sewage is sent into the treatment pipe D1 through the fresh sewage pipe 12, and then into the filter press 8 through the connecting pipe d11 for filter pressing. After filter pressing, the sewage is sent into the treatment tank C3 through the installation pipe 81, and then into the overweight separator 2 through the connecting pipe c31. The overweight separator 2 is then sent to the treatment tank B5 through the conveying pipe 22, and then into the overweight separator 4 through the connecting pipe b51. The sewage is then sent into the treatment tank A7 through the conveying pipe 42, and then into the overweight separator 6 through the connecting pipe a71. Finally, the sewage is sent into the pre-storage tank 9 through the conveying pipe 62. The decolorized sewage with qualified color is sent to the MVR equipment for evaporation treatment through the auxiliary pipe 91.

[0019] When the device is in use, the activated carbon water flows as follows: the activated carbon water is sent to the treatment tank A7 through the activated carbon water pipe 72, then to the heavy separation unit 6 through the connecting pipe a71, then to the treatment tank B5 through the water supply pipe 61, then to the heavy separation unit 4 through the connecting pipe b51, then to the treatment tank C3 through the water supply pipe 41, then to the heavy separation unit 2 through the connecting pipe c31, then to the treatment tank D through the water supply pipe 21, and finally to the filter press 8 through the treatment tank D1 for dewatering to form waste activated carbon sludge.

[0020] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A wastewater activated carbon staged adsorption treatment device, comprising treatment tank D (1), treatment tank C (3), treatment tank B (5), and treatment tank A (7), characterized in that: The rear of the treatment tanks D (1), C (3), and B (5) are equipped with a first heavy-duty separator (2), a second heavy-duty separator (4), and a third heavy-duty separator (6). A pre-storage tank (9) is installed on the right side of the treatment tank A (7). A filter press (8) is installed on the front side of the treatment tank D (1). A sludge conveying assembly and an activated carbon water conveying assembly are respectively arranged between the treatment tanks D (1), the first heavy-duty separator (2), the treatment tank C (3), the second heavy-duty separator (4), the treatment tank B (5), the third heavy-duty separator (6), the treatment tank A (7), and the filter press (8). The sludge conveying assembly includes a connecting pipe d (11) installed on the front side of the treatment tank D (1). The connecting pipe d (11) is connected to the inlet end of the filter press (8). The outlet end of the filter press (8) is fixedly connected to an installation... Pipe (81), the installation pipe (81) is connected to the treatment tank C (3), the output end of the treatment tank C (3) is fixedly connected to the connecting pipe c (31), the connecting pipe c (31) is connected to the first heavy separator (2), the first heavy separator (2) is connected to the treatment tank B (5) through the first conveying pipe (22), the outlet end of the treatment tank B (5) is fixedly connected to the connecting pipe b (51), the connecting pipe b (51) is connected to the second heavy separator (4), the second heavy separator (4) is connected to the treatment tank A (7) through the second conveying pipe (42), the outlet end of the treatment tank A (7) is fixedly connected to the connecting pipe a (71), the connecting pipe a (71) is fixedly connected to the third heavy separator (6), the third heavy separator (6) is connected to the pre-storage tank (9) through the third conveying pipe (62).

2. The wastewater activated carbon staged adsorption treatment device according to claim 1, characterized in that: A fresh sewage pipe (12) is fixedly connected to the top of the treatment tank D (1).

3. The wastewater activated carbon staged adsorption treatment device according to claim 1, characterized in that: An auxiliary pipe (91) is installed on the right side of the pre-storage pool (9), and the pre-storage pool (9) is connected to the MVR device through the auxiliary pipe (91).

4. The wastewater activated carbon staged adsorption treatment device according to claim 1, characterized in that: The activated carbon water delivery assembly includes an activated carbon water pipe (72) fixedly installed on the top of the treatment tank A (7). The activated carbon water pipe (72) is connected to the three heavy-duty separators (6). The lower end of the three heavy-duty separators (6) is connected to the treatment tank B (5) through the three water pipes (61). The lower part of the two heavy-duty separators (4) is connected to the treatment tank C (3) through the two water pipes (41). The lower end of the one heavy-duty separator (2) is connected to the treatment tank D (1) through the one water pipe (21).

5. The wastewater activated carbon staged adsorption treatment device according to claim 3, characterized in that: A sludge pump (101) is installed in the middle of each of the connecting pipes d (11), c (31), b (51), a (71), and 91.

6. The wastewater activated carbon staged adsorption treatment device according to claim 4, characterized in that: A delivery pump (102) and a valve (103) are installed in the middle of the water supply pipe 1 (21), delivery pipe 1 (22), water supply pipe 2 (41), delivery pipe 2 (42), water supply pipe 3 (61), delivery pipe 3 (62), and installation pipe (81).

Images