Multi-bin skid-mounted water tank
By designing a multi-storey structure and agitating system in the sewage treatment tank, the contact time between sewage and treatment agent is extended, the problem of low efficiency of existing sewage treatment tanks is solved, and efficient initial sewage treatment and cost reduction are achieved.
Patent Information
- Application Number
- CN202421017046.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-11
- Publication Date
- 2024-12-27
- Estimated Expiration
- 2034-05-11
AI Technical Summary
The existing sewage treatment tank has a simple structure, a single function, low sewage treatment efficiency and poor treatment effect, resulting in large workloads and high costs in subsequent processes.
Design a multi-storey skid-mounted water tank. By setting up a mixing chamber, a buffer chamber, a precipitation chamber and an overflow chamber in the main body of the water tank, the mixing system and the jet hole structure will extend the contact time between sewage and water treatment agent, improve the reaction efficiency, and Sediment settlement is achieved through the settlement structure and reduce production costs.
It improves the reaction efficiency of sewage treatment agents, reduces the workload of subsequent processes, enhances the sewage treatment effect, reduces production costs, and realizes effective preliminary treatment of sewage.
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Figure CN222250081U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of sewage treatment devices, and in particular to a multi-bin skid-mounted water tank. Background Art
[0002] Water pollution is caused by harmful chemicals that reduce or lose the use value of water and pollute the environment. Acids, alkalis, oxidants, compounds such as copper, cadmium, mercury, arsenic, and organic toxins such as benzene, ethylene dichloride, and ethylene glycol in sewage can poison aquatic organisms and affect drinking water sources and scenic spots. When organic matter in sewage is decomposed by microorganisms, it consumes oxygen in the water, affecting the life of aquatic organisms. After the dissolved oxygen in the water is exhausted, the organic matter undergoes anaerobically decomposition, producing unpleasant gases such as hydrogen sulfide and mercaptans, which further deteriorate the water quality.
[0003] The existing sewage treatment tank has a relatively simple structure and a relatively single function. The sewage treatment efficiency of the equipment is low and the treatment effect is poor. Therefore, a multi-compartment sewage treatment tank is specially proposed. Utility Model Content
[0004] The embodiment of the present application provides a multi-bin skid-mounted water tank, which not only has the storage function of a conventional water tank, but can also be used as a carrier for coagulation and degelling in the front-end treatment of sewage. Through the multi-bin setting structure, the contact time between sewage and water treatment agent can be extended, so that the two can fully react, the reaction efficiency of the water treatment agent can be improved, the workload of subsequent processes can be reduced, and the production cost can be reduced at the same time, solving the problems of existing sewage treatment tanks with relatively simple structures, relatively single functions, low sewage treatment efficiency and poor treatment effects.
[0005] The embodiment of the present application provides a multi-bin skid-mounted water tank, including a water tank body;
[0006] The water tank body is provided with a first baffle, a second baffle and a third baffle in sequence to separate the inner cavity of the water tank body into a stirring bin, a buffer bin, a sedimentation bin and an overflow bin;
[0007] Two fourth baffles are provided in the mixing chamber to separate the mixing chamber into a first mixing chamber, a second mixing chamber and a third mixing chamber, and a mixing system is provided in each of the first mixing chamber, the second mixing chamber and the third mixing chamber; a first pipe is provided at the bottom of the two fourth baffles, the first pipe is connected to the first mixing chamber and the third mixing chamber, a second pipe is provided on the mixing chamber, the second pipe is connected to the third mixing chamber and the second mixing chamber, a water inlet is provided on the water tank body, the water inlet is connected to the first mixing chamber, a first overflow plate is provided on the first baffle, a first overflow tooth is provided on the top of the first overflow plate, the bottom of the first overflow tooth is lower than the top of the first baffle, and the first overflow tooth is connected to the second mixing chamber and the buffer chamber;
[0008] A plurality of jet holes are provided at the lower portion of the second baffle, and the plurality of jet holes are connected to the buffer bin and the sedimentation bin;
[0009] A sedimentation structure and a sixth baffle are provided in the sedimentation bin, the sixth baffle is located at the upper part of the sedimentation structure and close to the overflow bin, the sixth baffle is parallel to the third baffle, the bottom end of the sixth baffle is parallel to the bottom of the sedimentation bin, a mud bucket is provided at the bottom of the sedimentation bin, a second overflow plate is provided at the upper part of the third baffle, a second overflow tooth is provided at the top of the second overflow plate, the bottom of the second overflow tooth is lower than the top of the third baffle, the second overflow tooth connects the sedimentation bin and the overflow bin, and the bottom end of the sixth baffle is lower than the bottom of the second overflow tooth;
[0010] The water tank body is provided with a water outlet, and the water outlet is communicated with the overflow bin. The water tank body comprises a side plate, a bottom plate, a support leg and a support rod. The four side plates are connected in sequence to form a square cylinder. The bottom plate is arranged at the bottom end of the square cylinder. The first baffle plate, the second baffle plate, the third baffle plate and the two fourth baffle plates are all fixedly arranged in the square cylinder and are all connected to the bottom plate.
[0011] A plurality of the support legs are fixedly arranged at the four corners of the bottom plate, and the four support rods are connected in sequence to form a square frame, and the square frame is arranged at the upper end of the square cylinder.
[0012] In a feasible implementation, a fifth baffle is provided in the overflow bin to separate the overflow bin into a first overflow bin and a second overflow bin, and a communication port is provided at the lower portion of the fifth baffle to connect the first overflow bin and the second overflow bin;
[0013] The second overflow tooth communicates with the sedimentation bin and the first overflow bin, and the water outlet communicates with the second overflow bin.
[0014] In a feasible implementation, a mud discharge pipeline is provided on the mud bucket.
[0015] In a feasible implementation, the sedimentation structure is a honeycomb inclined tube, and the honeycomb inclined tube is fixed to the middle and lower part of the sedimentation bin by a fixing component;
[0016] An inclined tube support is provided at the upper end of the honeycomb inclined tube, and the inclined tube support is connected to the inner wall of the water tank body.
[0017] In a feasible implementation, a steel plate mesh is provided at the upper end of the water tank body, a ladder is provided on the outer side wall of the water tank body, and a walking ladder and a guardrail are provided around the water tank body.
[0018] In a feasible implementation, the inner wall of the water tank body is provided with a painted anti-rust layer and / or an anti-corrosion layer.
[0019] In a feasible implementation, a liquid level gauge is provided on the water tank body, and the liquid level gauge is located outside the sedimentation bin.
[0020] In a feasible implementation, the first overflow tooth and the second overflow tooth are both triangular sawtooth-shaped, or rectangular sawtooth-shaped, or trapezoidal sawtooth-shaped.
[0021] The embodiment of the present application provides a multi-bin skid-mounted water tank, which divides the inner cavity of the water tank body into a mixing bin, a buffer bin, a sedimentation bin and an overflow bin by sequentially arranging a first baffle, a second baffle and a third baffle in the water tank body, and arranges a stirring system in the mixing bin to achieve mixing of the reagent and the sewage, and the sewage mixed with the reagent is buffered by the buffer bin, and a sedimentation structure is arranged in the sedimentation bin to achieve sedimentation of the silt and flocs in the sewage, and a water outlet is arranged at the upper part of the overflow bin to discharge the clean water at the upper part of the water tank;
[0022] The water tank provided in the present application not only has the storage function of a conventional water tank, but can also be used as a carrier for coagulation and degelling in front-end sewage treatment. Through the multi-bin setting structure, the contact time between sewage and water treatment agent can be extended, so that the two can fully react, thereby improving the reaction efficiency of the water treatment agent, reducing the workload of subsequent processes, and reducing production costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0023] Figure 1 It is a three-dimensional structural schematic diagram of a multi-bin skid-mounted water tank provided by this application;
[0024] Figure 2 This is a top view of a multi-bin skid-mounted water tank;
[0025] Figure 3 It is a side view cutaway of a multi-bin skid-mounted water tank;
[0026] Figure 4 It is a structural diagram of the mixing chamber;
[0027] Figure 5 It is a schematic diagram of the structure of the overflow bin;
[0028] Figure 6 Schematic diagram of the structure of the second baffle.
[0029] Description of reference numerals:
[0030] 10- water tank body; 20- first baffle; 30- second baffle; 40- third baffle; 50- stirring chamber; 60- buffer chamber; 70- sedimentation chamber; 80- overflow chamber; 90- sedimentation structure;
[0031] 11-water inlet; 12-water outlet; 13-side panel; 14-bottom panel; 15-support leg; 16-support rod; 21-first overflow plate; 22-first overflow tooth; 31-jet hole; 41-second overflow plate; 42-second overflow tooth; 51-fourth baffle; 52-first mixing chamber; 53-second mixing chamber; 54-third mixing chamber; 55-first pipeline; 56-second pipeline; 71-mud bucket; 72-mud discharge pipeline; 73-sixth baffle; 81-fifth baffle; 82-first overflow chamber; 83-second overflow chamber; 84-connecting port. DETAILED DESCRIPTION
[0032] In order to enable those skilled in the art to better understand the technical solutions in the present application, the technical solutions in the embodiments of the present application will be clearly and completely described below in conjunction with the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all of the embodiments. Based on the embodiments in the present application, all other embodiments obtained by ordinary technicians in the field without creative work should fall within the scope of protection of the present application.
[0033] Sewage treatment is the process of purifying sewage to meet the water quality requirements for discharge into a water body or reuse. Sewage treatment is widely used in various fields such as construction, agriculture, transportation, energy, petrochemicals, environmental protection, urban landscape, medical care, and catering, and is increasingly entering the daily lives of ordinary people. Sewage treatment tanks mainly collect, store, and preliminarily treat sewage through physical or chemical methods.
[0034] The existing sewage treatment tank has a relatively simple structure and a relatively single function. The sewage treatment efficiency of the equipment is low and the treatment effect is poor, resulting in a large workload for subsequent processes. The water tank provided by the present application not only has the storage function of a conventional water tank, but can also be used as a carrier for the coagulation and gel breaking of sewage front-end treatment. Through the multi-bin setting structure, the contact time between sewage and water treatment agent can be extended, so that the two can react fully, the reaction efficiency of the water treatment agent can be improved, the workload of subsequent processes can be reduced, and the production cost can be reduced at the same time.
[0035] The specific structure of the multi-bin skid-mounted water tank provided in this application is described in detail below in conjunction with the accompanying drawings.
[0036] Reference Figure 1-Figure 6 As shown, the embodiment of the present application provides a multi-bin skid-mounted water tank, including a water tank body 10, and the water tank body 10 can be a rectangular box with an open top;
[0037] like Figure 1 and Figure 2As shown, the water tank body 10 is provided with a first baffle 20, a second baffle 30 and a third baffle 40 from left to right, and the first baffle 20, the second baffle 30 and the third baffle 40 are all vertically arranged and have a certain strength to divide the inner cavity of the water tank body 10 into four cavities, and the four cavities are a stirring bin 50, a buffer bin 60, a sedimentation bin 70 and an overflow bin 80 from left to right;
[0038] Two fourth baffles 51 are provided in the stirring chamber 50. The two fourth baffles 51 are vertically arranged and perpendicular to the first baffle 20. The two fourth baffles 51 divide the stirring chamber 50 into three chambers. The three chambers are the first stirring chamber 52, the second stirring chamber 53 and the third stirring chamber 54 from back to front. The first stirring chamber 52, the second stirring chamber 53 and the third stirring chamber 54 are all provided with stirring systems. Different water treatment agents can be added to multiple independent stirring areas of the stirring chamber 50 to meet production needs.
[0039] A first pipe 55 is provided at the bottom of the two fourth baffles 51, and the first pipe 55 connects the first mixing chamber 52 and the third mixing chamber 54. The first pipe 55 is arranged close to the bottom plate, and the second pipe 56 connects the third mixing chamber 54 and the second mixing chamber 53. The second pipe 56 includes a vertical pipe, a horizontal pipe and two elbows. The two ends of the second pipe 56 are respectively a water inlet and a water outlet. The water inlet of the second pipe 56 is located above the third mixing chamber 54, and the water outlet of the second pipe 56 is located at a certain position above the bottom of the second mixing chamber 53. A water inlet 11 is provided on the water tank body 10, and the water inlet 11 is connected to the first mixing chamber 52. A first overflow plate 21 is provided on the first baffle 20, and a first overflow area corresponding to the second mixing chamber 53 is provided on the top of the first overflow plate 21. A first overflow tooth 22 is provided in the first overflow area, and the bottom of the first overflow tooth 22 is lower than the top of the first baffle 20. The first overflow tooth 22 connects the second mixing chamber 53 and the buffer chamber 60.
[0040] When external sewage is injected into the first mixing chamber 52 through the water inlet 11, the sewage in the first mixing chamber 52 enters the third mixing chamber 54 through the first pipe 55 under the action of gravity, and the sewage in the third mixing chamber 54 enters the second mixing chamber 53 through the second pipe 56. As the sewage water levels in the first mixing chamber 52, the second mixing chamber 53 and the third mixing chamber 54 increase, when the sewage water level in the second mixing chamber 53 is higher than the bottom of the first overflow tooth 22, the sewage in the second mixing chamber 53 flows into the buffer chamber 60 through the first overflow tooth 22.
[0041] A plurality of jet holes 31 are provided at the lower part of the second baffle 30. The plurality of jet holes 31 are connected to the buffer bin 60 and the sedimentation bin 70. The sewage in the buffer bin 60 enters the sedimentation bin 70 through the plurality of jet holes 31. The plurality of jet holes 31 are arranged in a matrix. A plurality of rows and columns are provided according to the width of the second baffle 30. The jet holes have a small aperture and a large number, which can meet the flow requirements. At the same time, due to the small aperture, the sewage flow rate becomes larger, the disturbance to the water body is greater, thereby increasing the reaction process between the sewage and the water treatment agent, and then making the reaction more sufficient;
[0042] In one embodiment, the center distance of the bottom row of jet holes 31 is 5mm-10mm from the bottom of the second baffle 30, the jet hole diameter ranges from 12mm-18mm, and the jet hole spacing is 30-40mm;
[0043] The sedimentation bin 70 is provided with a sedimentation structure 90 and a sixth baffle 73, the sixth baffle 73 is located at the upper part of the sedimentation structure 90, the sixth baffle 73 is parallel to the third baffle 40, the sixth baffle 73 is close to the overflow bin 80, the interval between the sixth baffle 73 and the overflow bin 80 can be 200mm, the bottom end of the sixth baffle 73 is parallel to the bottom of the sedimentation bin 70, the length of the sixth baffle 73 is adapted to the sedimentation bin 70, and the height is generally 150-200mm; the upper part of the third baffle 40 is provided with a second overflow plate 41, and the second overflow plate 41 is A second overflow tooth 42 is provided at the top, the bottom of the second overflow tooth 42 is lower than the top of the third baffle 40, the bottom end of the sixth baffle 73 is lower than the bottom of the second overflow tooth 42, the second overflow tooth 42 connects the sedimentation bin 70 and the overflow bin 80, the sewage in the sedimentation bin 70 is under the action of the sedimentation structure 90, the silt, flocs, etc. are settled to the bottom of the sedimentation bin 70 under the action of gravity, the upper clear water in the sedimentation bin 70 passes through the bottom of the sixth baffle 73, and flows into the overflow bin 80 through the second overflow tooth 42, and secondary sedimentation can occur in the overflow bin 80;
[0044] The water tank body 10 is provided with a water outlet 12, which is connected to the overflow bin 80, and the upper clean water in the overflow bin 80 is discharged from the water tank through the water outlet 12;
[0045] The water tank body 10 includes side plates 13, a bottom plate 14, support legs 15 and support rods 16. The side plates 13 and the bottom plate 14 can be made of steel plates or reinforced corrugated plates. The support legs 15 can be made of square tubes, I-beams or H-beams, and the support rods 16 can be made of square tubes, channel steels, and other profiles.
[0046] The four side plates 13 are connected in sequence to form a square cylinder, the bottom plate 14 is arranged at the bottom end of the square cylinder, the first baffle plate 20, the second baffle plate 30, the third baffle plate 40 and the two fourth baffle plates 51 are all fixedly arranged in the square cylinder and connected to the bottom plate 14;
[0047] Four supporting legs 15 are respectively fixed on the four corners of the bottom plate 16, and the supporting legs 15 support and fix the water tank; four supporting rods 16 are connected in sequence to form a square frame, and the square frame is arranged at the upper end of the square cylinder. In order to ensure the stability of the skid-mounted water tank, supporting legs can be added in the middle of the bottom plate 14, and supporting members can be added in the middle position of the square frame; the skid-mounted water tank provided in the present application is flexible to install according to the on-site conditions and has high reuse efficiency.
[0048] Reference Figure 5 As shown, in some embodiments, a fifth baffle 81 is provided in the overflow bin 80, the fifth baffle 81 is vertically arranged and perpendicular to the third baffle 40, the fifth baffle 81 divides the overflow bin 80 into two chambers, namely, a first overflow bin 82 on the right and a second overflow bin 83 on the left, the fifth baffle 81 is only provided with a connecting port 84 at the lower part, so that the first overflow bin 82 and the second overflow bin 83 are connected, the connecting port 84 can directly adopt a section of steel pipe, or a certain gap is cut at the bottom of the fifth baffle 81, and the gap height is 100-200mm;
[0049] The upper part of the third baffle 40 is provided with a second overflow area corresponding to the first overflow bin 82, the second overflow plate 41 is arranged in the second overflow area, the second overflow tooth 42 connects the sedimentation bin 70 with the first overflow bin 82, and the water outlet 12 is connected with the second overflow bin 83;
[0050] The upper clean water in the sedimentation bin 70 passes through the bottom of the sixth baffle 73 and flows into the first overflow bin 82 through the second overflow tooth 42. Secondary sedimentation occurs in the first overflow bin 82. The sewage in the first overflow bin 82 flows into the second overflow bin 83 through the connecting port 84. The upper clean water in the second overflow bin 83 is discharged from the water tank through the outlet 12.
[0051] Reference Figure 3 As shown, in some embodiments, a mud discharge pipeline 72 is provided on the mud bucket 71, and the mud discharge pipeline 72 is arranged at the bottom of the mud bucket or on one side wall of the mud bucket.
[0052] In some embodiments, the sedimentation structure 90 is a honeycomb inclined tube, which is made of PP or PVC. The honeycomb inclined tube has a good laminar flow state, and the flocculation process is less disturbed by the water body. The honeycomb inclined tube is fixed to the middle and lower part of the sedimentation bin by a fixing component, which can be an angle steel, a steel bar, etc. The upper fixing component is set to be detachable to facilitate the replacement of the honeycomb inclined tube, and the lower fixing component is welded to the box body of the sedimentation bin 70;
[0053] An inclined tube support is provided at the upper end of the honeycomb inclined tube, and the inclined tube support is connected to the inner wall of the water tank body 10, thereby ensuring the stability of the honeycomb inclined tube.
[0054] In some embodiments, a steel plate mesh is provided at the upper end of the water tank body 10 , a ladder is provided on the outer side wall of the water tank body 10 , and a walking ladder and a guardrail are provided around the water tank body 10 .
[0055] In some embodiments, the interior of the water tank body 10 may be provided with an anti-rust layer and / or an anti-corrosion layer on the inner wall thereof according to the water quality.
[0056] In some embodiments, a liquid level gauge is provided on the water tank body 10 , and the liquid level gauge is located outside the sedimentation bin 70 .
[0057] Reference Figure 1 and Figure 5 As shown, in some embodiments, the first overflow teeth 22 and the second overflow teeth 42 are both triangular sawtooth-shaped, or rectangular sawtooth-shaped, or trapezoidal sawtooth-shaped.
[0058] According to the above technical features, the working principle of the multi-bin skid-mounted water tank provided by this application in actual application scenarios is:
[0059] The water inlet 11 is connected to the external sewage pipeline, and different water treatment agents can be added to multiple independent stirring areas of the stirring chamber. The sewage valve and the stirring system are opened, and the sewage is injected into the first stirring chamber 52 through the water inlet 11. The sewage in the first stirring chamber 52 enters the third stirring chamber 54 through the first pipe 55 under the action of gravity, and the sewage in the third stirring chamber 54 enters the second stirring chamber 53 through the second pipe 56. As the sewage water level in the first stirring chamber 52, the second stirring chamber 53 and the third stirring chamber 54 increases, when the sewage water level in the second stirring chamber 53 is higher than the bottom of the first overflow tooth 22, the sewage in the second stirring chamber 53 flows into the buffer chamber 60 through the first overflow tooth 22;
[0060] The sewage in the buffer bin 60 enters the sedimentation bin 70 through the multiple jet holes 31. In this process, the sewage flow rate increases due to the small diameter of the jet holes 31, causing greater disturbance to the water body, thereby increasing the reaction process between the sewage and the water treatment agent, thereby making the reaction more complete.
[0061] Under the action of the sedimentation structure 90, the sewage in the sedimentation bin 70, the silt and flocs settle to the bottom of the sedimentation bin 70, and the upper clean water in the sedimentation bin 70 flows into the overflow bin 80 through the second overflow tooth 42;
[0062] The sewage undergoes secondary sedimentation in the first overflow bin 82, and the sewage in the first overflow bin 82 flows into the second overflow bin 83 through the connecting port 84. The upper clean water in the second overflow bin 83 is discharged from the water tank through the outlet 12. As needed, the outlet 12 is connected to a solid-liquid separation device, such as a filter press.
[0063] The skid-mounted water tank can meet the needs of sewage treatment sites with limited areas. The skid-mounted water tank can be installed flexibly according to the on-site conditions and has high reuse efficiency. The multi-bin setting structure of the skid-mounted water tank can extend the contact time between sewage and water treatment agent, so that the two can fully react, improve the reaction efficiency of the water treatment agent, reduce the workload of subsequent processes, and reduce production costs. The jet holes set in the matrix can increase the flow rate of sewage and play a stirring role, so that the water treatment agent and sewage can fully react.
[0064] The skid-mounted water tank provided by the present application not only has the storage function of a conventional water tank, but can also be used as a carrier for the coagulation and gel breaking of sewage front-end treatment. The design structure of multiple bins of the skid-mounted water tank can effectively prolong the retention time of sewage in the water tank, so that the sewage and water treatment agents can fully react in coagulation and gel breaking. At the same time, the setting of the skid-mounted structure can not only save installation work, but also improve the reuse efficiency of the water tank.
[0065] It is easy to understand that those skilled in the art can combine, split, reorganize, etc. the embodiments of the present application to obtain other embodiments based on the several embodiments provided in the present application, and these embodiments do not exceed the protection scope of the present application.
[0066] The above specific implementation methods further explain in detail the purpose, technical solutions and beneficial effects of the embodiments of the present application. It should be understood that the above are only specific implementation methods of the embodiments of the present application and are not used to limit the protection scope of the embodiments of the present application. Any modifications, equivalent substitutions, improvements, etc. made on the basis of the technical solutions of the embodiments of the present application should be included in the protection scope of the embodiments of the present application.
Claims
1. A multi-bin skid-mounted water tank, characterized in that: It comprises a water tank body (10); A first baffle (20), a second baffle (30) and a third baffle (40) are sequentially arranged in the water tank body (10) to divide the inner cavity of the water tank body (10) into a stirring bin (50), a buffer bin (60), a sedimentation bin (70) and an overflow bin (80); Two fourth baffles (51) are provided in the stirring chamber (50) to divide the stirring chamber (50) into a first stirring chamber (52), a second stirring chamber (53) and a third stirring chamber (54); the first stirring chamber (52), the second stirring chamber (53) and the third stirring chamber (54) are all provided with stirring systems; a first pipe (55) is provided at the bottom of the two fourth baffles (51); the first pipe (55) communicates with the first stirring chamber (52) and the third stirring chamber (54); a second pipe (56) is provided on the stirring chamber (50); The second pipe (56) is connected to the third stirring chamber (54) and the second stirring chamber (53); the water tank body (10) is provided with a water inlet (11), and the water inlet (11) is connected to the first stirring chamber (52); the first baffle (20) is provided with a first overflow plate (21), and the top of the first overflow plate (21) is provided with a first overflow tooth (22), the bottom of the first overflow tooth (22) is lower than the top of the first baffle (20), and the first overflow tooth (22) is connected to the second stirring chamber (53) and the buffer chamber (60); A plurality of jet holes (31) are provided at the lower portion of the second baffle (30), and the plurality of jet holes (31) are connected to the buffer bin (60) and the sedimentation bin (70); The sedimentation bin (70) is provided with a sedimentation structure (90) and a sixth baffle (73). The sixth baffle (73) is located at the upper part of the sedimentation structure (90) and close to the overflow bin (80). The sixth baffle (73) is parallel to the third baffle (40). The bottom end of the sixth baffle (73) is parallel to the bottom of the sedimentation bin (70). A mud bucket (71) is provided at the bottom of the sedimentation bin (70). A second overflow plate (41) is provided at the upper part of the third baffle (40). A second overflow tooth (42) is provided at the top of the second overflow plate (41). The bottom of the second overflow tooth (42) is lower than the top of the third baffle (40). The second overflow tooth (42) connects the sedimentation bin (70) and the overflow bin (80). The bottom end of the sixth baffle (73) is lower than the bottom of the second overflow tooth (42). The water tank body (10) is provided with a water outlet (12), and the water outlet (12) is communicated with the overflow bin (80). The water tank body (10) comprises a side plate (13), a bottom plate (14), a support leg (15) and a support rod (16). The four side plates (13) are connected in sequence to form a square cylinder. The bottom plate (14) is arranged at the bottom end of the square cylinder. The first baffle plate (20), the second baffle plate (30), the third baffle plate (40) and the two fourth baffle plates (51) are all fixedly arranged in the square cylinder and are all connected to the bottom plate (14). The plurality of support legs (15) are fixedly arranged at the four corners of the bottom plate (14), and the four support rods (16) are connected in sequence to form a square frame, and the square frame is arranged at the upper end of the square cylinder.
2. The multi-bin skid-mounted water tank according to claim 1, characterized in that: A fifth baffle (81) is provided in the overflow bin (80) to separate the overflow bin (80) into a first overflow bin (82) and a second overflow bin (83); a communication port (84) is provided at the lower portion of the fifth baffle (81) to connect the first overflow bin (82) and the second overflow bin (83); The second overflow tooth (42) is connected to the sedimentation bin (70) and the first overflow bin (82), and the water outlet (12) is connected to the second overflow bin (83).
3. The multi-bin skid-mounted water tank according to claim 1, characterized in that: The mud bucket (71) is provided with a mud discharge pipeline (72).
4. The multi-bin skid-mounted water tank according to claim 3, characterized in that: The sedimentation structure (90) is a honeycomb inclined tube, and the honeycomb inclined tube is fixed to the middle and lower part of the sedimentation bin (70) by a fixing component; An inclined tube support is provided at the upper end of the honeycomb inclined tube, and the inclined tube support is connected to the inner wall of the water tank body (10).
5. The multi-bin skid-mounted water tank according to claim 1, characterized in that: A steel plate mesh is provided at the upper end of the water tank body (10), a ladder is provided on the outer side wall of the water tank body (10), and a walking ladder and a guardrail are provided around the water tank body (10).
6. The multi-bin skid-mounted water tank according to claim 1, characterized in that: The inner wall of the water tank body (10) is provided with a coating anti-rust layer and / or an anti-corrosion layer.
7. The multi-bin skid-mounted water tank according to any one of claims 1 to 6, characterized in that: The water tank body (10) is provided with a liquid level gauge, and the liquid level gauge is located outside the sedimentation bin (70).
8. The multi-bin skid-mounted water tank according to claim 1, characterized in that: The first overflow tooth (22) and the second overflow tooth (42) are both triangular sawtooth-shaped, or rectangular sawtooth-shaped, or trapezoidal sawtooth-shaped.
