Integrated sewage treatment device

By introducing multiple aeration methods and coordinated stirring mechanisms into the sewage treatment device, the problem of the single aeration method of existing sewage treatment equipment cannot be coordinated with the aeration method of existing sewage treatment equipment, the oxygen dissolution speed and sewage treatment efficiency are improved, and the equipment is extended Service life.

CN119219280APending Publication Date: 2024-12-31JINSHAN ENVIRONMENTAL PROTECTION GRP CO LTD
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Patent Information

Application Number
CN202411758539.3
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-12-03
Publication Date
2024-12-31

AI Technical Summary

Technical Problem

The existing sewage treatment equipment has a single aeration method under long-term unmanned inspection and management, and cannot be adjusted according to the actual membrane hanging efficiency, resulting in a decrease in the oxygen dissolution rate, and the aerobic stage cannot coordinate with the aerobic reaction stage, affecting water quality.

Method used

An integrated sewage treatment device is designed, including aeration adjustment mechanism and a collaborative stirring mechanism with multiple aeration methods. The dissolved oxygen amount is detected through a dissolved oxygen measuring instrument, the aeration speed is adjusted, and the stirring speed in the hypoxia and filtration stage are linked. Ensure the coordinated efficiency of sewage treatment.

Benefits of technology

Multi-mode and multi-level aeration control is realized, which improves oxygen dissolution speed and sewage treatment efficiency, reduces the number of maintenance and debugging times, and extends the service life of the equipment.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention provides an integrated sewage treatment device which comprises a sewage treatment tank body, a water inlet communicated with the top of one side of the sewage treatment tank body, a water outlet communicated with the bottom of one side, far away from the water inlet, of the sewage treatment tank body, and an access cover in threaded connection with the top of the sewage treatment tank body, a first partition plate, a second partition plate, a third partition plate, a fourth partition plate and a fifth partition plate are sequentially and fixedly mounted in the sewage treatment tank body from left to right. According to the invention, aeration with multiple effects can be carried out on the aerobic tank, the aeration speed can be adjusted according to the aeration biofilm formation efficiency, and the filler mixing speed and the aeration speed can be coordinated in the anaerobic stage, so that the problems that the existing aeration effect is single in aeration mode, the adaptive aeration mode cannot be synchronized according to the actual biofilm formation efficiency, and the aeration efficiency is low are solved. The problems that the biofilm culturing efficiency and the oxygen dissolving speed are reduced, an anaerobic stage cannot be coordinated with an aerobic reaction stage, and the mixing speed of filler in the anaerobic stage cannot be adaptively adjusted are solved.
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Description

Technical Field

[0001] The present invention relates to the technical field of sewage treatment equipment, and in particular to an integrated sewage treatment device. Background Art

[0002] The acceleration of urbanization has also led to a sharp increase in the amount of domestic sewage. Domestic sewage contains a large amount of organic matter (such as protein, carbohydrates, fat, etc.), nitrogen (mainly in the form of ammonia nitrogen) and phosphorus and other nutrients. If these substances are discharged directly without treatment, they will cause eutrophication of water bodies, trigger the proliferation of algae, lead to hypoxia in water bodies, and destroy aquatic ecosystems. Lakes and rivers around cities have experienced algal blooms due to the influx of domestic sewage. The lake water has turned green and smelly, and a large number of aquatic organisms such as fish have died. This has continuously increased people's awareness of the importance of environmental protection. The public's demand for clean water resources has prompted the government and enterprises to take measures to treat sewage. All sectors of society have begun to pay attention to the impact of sewage discharge on the environment and health, which has promoted the development of sewage treatment technology.

[0003] Existing sewage treatment equipment has the following defects in integrated equipment:

[0004] 1. The aeration effect is rigid and the aeration method is single when there is no inspection and management for a long time;

[0005] Second, the aeration method cannot be synchronized according to the actual biofilm efficiency, which reduces the biofilm efficiency and oxygen dissolution rate;

[0006] 3. The anaerobic stage cannot coordinate with the aerobic reaction stage, and the mixing speed of the filler in the anaerobic stage cannot be adaptively adjusted, resulting in poor water quality after sedimentation. Summary of the invention

[0007] In view of the shortcomings of the prior art, the purpose of the present invention is to provide an integrated sewage treatment device, which can perform aeration with various effects on aerobic pools, can adjust the aeration speed according to the aeration biofilm efficiency, and can coordinate the filler mixing speed with the aeration speed in the anaerobic stage, so as to solve the problems that the existing aeration effect is stereotyped and the aeration mode is single, and the aeration mode cannot be synchronized according to the actual biofilm efficiency, which reduces the biofilm efficiency and oxygen dissolution rate, the anaerobic stage cannot be coordinated with the aerobic reaction stage, and the mixing speed of the filler in the anaerobic stage cannot be adaptively adjusted.

[0008] In order to achieve the above-mentioned object, the present invention is realized by the following technical scheme: an integrated sewage treatment device, comprising a sewage treatment tank body, a water inlet connected to the top of one side of the sewage treatment tank body, a drain connected to the bottom of the sewage treatment tank body away from the water inlet, and an inspection cover threadedly connected to the top of the sewage treatment tank body, wherein the first partition, the second partition, the third partition, the fourth partition and the fifth partition are fixedly installed in sequence from left to right inside the sewage treatment tank body;

[0009] An aeration drive cover is fixedly installed on one side of the fourth baffle plate close to the third baffle plate, a dissolved oxygen meter is fixedly installed on one side of the aeration drive cover, an aeration pipe is arranged on one side of the aeration drive cover close to the third baffle plate, and an aeration adjustment mechanism for adjusting the aeration pipe is arranged inside the aeration drive cover;

[0010] A filtering mechanism for filtering precipitated sewage is fixedly installed on one side of the fifth partition away from the fourth partition;

[0011] A sewage pumping mechanism is arranged inside the sewage treatment tank, and the sewage pumping mechanism is used to transfer sewage between the first partition, the second partition, the third partition, the fourth partition and the fifth partition.

[0012] An anoxic cooperative stirring mechanism linked to the aeration regulating mechanism is provided on one side of the third partition away from the fourth partition, and the anoxic cooperative stirring mechanism is used to stir the sewage mixed liquid inside the sewage treatment tank body in linkage with the driving force of the aeration regulating mechanism;

[0013] A filtering cooperative stirring mechanism linked with the aeration regulating mechanism is arranged on one side of the fifth partition away from the fourth partition, and is used to stir the filtering filler inside the sewage treatment tank body in linkage with the driving force of the aeration regulating mechanism.

[0014] Furthermore, the cavity formed by the side of the first partition away from the second partition and the sewage treatment tank body is a pre-denitrification tank, an anaerobic tank is formed inside the sewage treatment tank body between the first partition and the second partition, an anoxic tank is formed inside the sewage treatment tank body between the second partition and the third partition, an aerobic tank is formed inside the sewage treatment tank body between the third partition and the fourth partition, a sedimentation tank is formed inside the sewage treatment tank body between the fourth partition and the fifth partition, and a filtration chamber is formed between the side of the fifth partition away from the fourth partition and the interior of the sewage treatment tank body.

[0015] Furthermore, the aeration adjustment mechanism includes a driving arm, a servo motor, an aeration swing driving assembly, a gear ring, a torsion disk, a first tripod, a rotary sealing joint, a second tripod, an aeration pipe, a telescopic hose, a four-way joint, a planetary gear and a driving force external linkage assembly, wherein the servo motor is fixedly mounted on a side of the aeration drive cover away from the aeration pipe, the gear ring is fixedly mounted on a side of the inner wall of the aeration drive cover close to the aeration pipe, the torsion disk is rotatably mounted on the inside of the aeration drive cover and is fixedly mounted to an end of the driving arm away from the servo motor, the first tripod is fixedly mounted on a side of the torsion disk away from the driving arm, one end of the rotary sealing joint is fixedly connected to an end of the planetary gear away from the aeration pipe, one end of the rotary sealing joint is connected to the aeration pipe, one end of the aeration pipe close to the second tripod is rotatably matched with the second tripod, and the aeration pipe close to One end of the second tripod passes through the second tripod and is fixedly connected to the planetary gear, the aeration pipe is connected to the rotary sealing joint through the planetary gear, the end of the rotary sealing joint away from the aeration pipe passes through the first tripod and the torsion disk and is connected to one end of the telescopic hose, the end of the telescopic hose away from the aeration pipe is connected to the four-way joint, one end of the four-way joint is connected to the output pipe of the external aeration device through a pipeline, the planetary gear is meshed with the gear ring, the second tripod and the first tripod are detachably mounted by bolts, the driving arm is fixedly mounted at the center of one side of the torsion disk away from the aeration pipe, the driving force external linkage assembly is arranged on the top of the servo motor and is used to drive the anoxic cooperative stirring mechanism and the filtration cooperative stirring mechanism, and the aeration swing driving assembly is arranged at the output end of the servo motor and is used to change the twisting angle of the driving arm.

[0016] Furthermore, the aeration swing drive assembly includes an arc-shaped limit frame, a worm, a center frame, a stabilizing shaft, a worm wheel, a first bevel gear, a second bevel gear, a total transmission shaft, a drive disk and a swing angle adjustment unit. The arc-shaped limit frame is fixedly mounted on the inner wall of the aeration drive cover on the side away from the aeration pipe. The interior of the arc-shaped limit frame is rotatably mounted on the surface of the drive disk. The worm is fixedly mounted on the output end of the servo motor. The worm is rotationally limited with the top of the arc-shaped limit frame through a shaft sleeve. The shaft sleeve limits the axial displacement of the worm. The center frame is fixedly mounted on the inner wall of the aeration drive cover. At the center away from one end of the aeration pipe, the stabilizing shaft is rotatably installed inside the center frame, the worm wheel is fixedly installed on the surface of the stabilizing shaft, the worm and the worm wheel are meshed with each other, one end of the stabilizing shaft passes through the center frame and is fixedly installed on the drive disk, the first bevel gear is fixedly installed on the end of the worm away from the servo motor, the total transmission shaft is rotatably installed on the top of the arc-shaped limit frame, the bottom of the total transmission shaft passes through the interior of the arc-shaped limit frame and is fixedly installed with the second bevel gear, the second bevel gear is meshed with the first bevel gear, and the swing angle adjustment unit is used to adjust the swing angle of the drive arm.

[0017] Furthermore, the driving force external linkage assembly includes a cooperative limit frame, a first cooperative bevel gear, a second cooperative bevel gear, a third cooperative bevel gear and an anaerobic linkage rod. The cooperative limit frame is fixedly installed on the rear side of the inner wall of the sewage treatment tank and is located on the top of the aeration drive cover. The top of the total transmission shaft passes through the top of the cooperative limit frame and is fixedly installed on the first cooperative bevel gear. The second cooperative bevel gear and the third cooperative bevel gear are respectively engaged on both sides of the top of the first cooperative bevel gear. The anaerobic linkage rod is fixedly installed on the side of the second cooperative bevel gear away from the third cooperative bevel gear.

[0018] Furthermore, the filtering mechanism includes a baffle, a quartz sand water filter hopper and an activated carbon filter screen, the baffle is fixedly installed on the top of the fifth partition away from the fourth partition, the quartz sand water filter hopper is fixedly installed at the center of the fifth partition away from the fourth partition, the quartz sand water filter hopper and the baffle are filled with quartz sand, and a quartz sand filter layer is formed between the quartz sand water filter hopper and the baffle by filling quartz sand, and the activated carbon filter screen is fixedly installed on the bottom of the fifth partition away from the fourth partition.

[0019] Furthermore, the sewage pumping mechanism includes a first water pump, a second water pump, a third water pump, a fourth water pump, a fifth water pump, a sixth water pump and a mud pump, the first water pump is fixedly installed on the top of the inner wall of the sewage treatment tank and is located on the top of the first baffle, the input end of the first water pump extends to the pre-denitrification tank through a pipeline, the output end of the first water pump extends to the inside of the anaerobic tank through a pipeline, the second water pump is fixedly installed on the top of the inner wall of the sewage treatment tank and is located on the top of the second baffle, the input end of the second water pump extends to the anaerobic tank through a pipeline, the output end of the second water pump extends to the inside of the anoxic tank through a pipeline, and the third water pump is fixedly installed on the top of the inner wall of the sewage treatment tank and is located on the top of the second baffle. The pump is fixedly mounted on the rear side of the top of the inner wall of the sewage treatment tank and is located on the top of the third partition. The input end of the third water pump extends to the anoxic tank through a pipeline, and the output end of the third water pump extends to the inside of the aerobic tank through a pipeline. The fourth water pump is fixedly mounted on the front side of the top of the inner wall of the sewage treatment tank and is located on the top of the third partition. The input end of the fourth water pump extends to the aerobic tank through a pipeline, and the output end of the fourth water pump extends to the inside of the anoxic tank through a pipeline. The third water pump and the fourth water pump are intermittently started at a preset time interval under the control of the controller, so as to mix the liquid after the reaction in the anoxic tank and the aerobic tank to form a reflux liquid. The fifth water pump is fixedly mounted on the top of the inner wall of the sewage treatment tank and is located on the top of the fourth partition. The input end of the fifth water pump extends to the aerobic pool through a pipeline. The output end of the fifth water pump extends to the inside of the sedimentation tank through a pipeline. The sixth water pump is fixedly mounted on the top of the inner wall of the sewage treatment tank and is located on the top of the fifth partition. The input end of the sixth water pump extends to the top of the sedimentation tank through a pipeline and is fixedly mounted with a floating block. The output end of the sixth water pump extends to the top of the filter bin through a pipeline. The mud pump is fixedly mounted on the bottom of the inner wall of the sewage treatment tank and is located on the side of the fourth partition close to the fifth partition. The fourth partition and A sludge settling bucket is arranged between the fifth partitions, and the two sides of the sludge settling bucket are fixedly installed with the fourth partition and the fifth partition respectively. The input end of the mud pump is connected with the bottom of the sludge settling bucket through a pipeline, and the output end of the mud pump is connected with a mud return pipe, and the mud return pipe passes through the fourth partition, the third partition, the second partition and the first partition from right to left in sequence and extends to the interior of the pre-denitrification tank. The output end of the sixth water pump is connected with a turbidity sensor, which detects the turbidity of the clean water by detecting the transmittance of the liquid flowing through the pipeline. The turbidity sensor is electrically connected to the external controller through a wire, and the turbidity sensor is used to detect the turbidity of the clean water pumped out by the sixth water pump.

[0020] Furthermore, the anoxic cooperative stirring mechanism includes a first linkage bracket, a first linkage bevel gear, a second linkage bevel gear, an anoxic transmission rod, a third linkage bevel gear, a fourth linkage bevel gear, a first stirring support frame and a second stirring support frame. The first linkage bracket is fixedly mounted on the top of the rear side of the inner wall of the sewage treatment tank and is located between the second partition and the third partition. The first linkage bevel gear is fixedly mounted on an end of the anaerobic linkage rod away from the second cooperative bevel gear. The top of the anoxic transmission rod passes through the top of the first linkage bracket and is fixedly mounted on the second linkage bevel gear. The anoxic transmission rod rotates with the first linkage bracket The first linkage bevel gear and the second linkage bevel gear are meshed with each other, the third linkage bevel gear is fixedly installed on the bottom of the anoxic transmission rod, the bottom of the anoxic transmission rod is rotationally limited with the top of the second stirring support frame, an anoxic stirring rod is rotatably installed between the second stirring support frame and the first stirring support frame, one end of the anoxic stirring rod close to the third linkage bevel gear is fixedly installed with the fourth linkage bevel gear, the fourth linkage bevel gear and the third linkage bevel gear are meshed with each other, the first stirring support frame is fixedly installed on the bottom of the inner wall of the sewage treatment tank and is located between the third partition plate and the second partition plate.

[0021] Furthermore, the filtering cooperative stirring mechanism includes a filtering linkage frame, a first filtering linkage bevel gear, a driving linkage rod, a second filtering linkage bevel gear, a filtering linkage rod, a third filtering linkage bevel gear, a fourth filtering linkage bevel gear and a filtering stirring rod. The filtering linkage frame is fixedly mounted on the top of the rear side of the inner wall of the sewage treatment tank and is located at the top of the filtering bin. The first filtering linkage bevel gear is fixedly mounted on one end of the driving linkage rod. The driving linkage rod is rotatably mounted on one side of the filtering linkage frame close to the fifth partition. The second filtering linkage bevel gear is fixedly mounted on the top of the filtering linkage rod. The top of the filtering linkage rod is rotatably mounted with the filtering linkage frame. The bottom of the filtering linkage rod is sequentially mounted from top to bottom through a sealed bearing. It penetrates the filter linkage frame and the baffle and extends to the quartz sand water filter bucket. The sealed bearing ensures that the filter linkage rod and the top of the quartz sand water filter bucket can rotate smoothly. Support frames that rotate with the filter stirring rod are welded on both sides of the top of the quartz sand water filter bucket. The filter stirring rod is fixedly installed with the fourth filter linkage bevel gear at one end close to the filter linkage rod, and the third filter linkage bevel gear is fixedly installed on the surface of the filter linkage rod and is located on one side of the fourth filter linkage bevel gear. The third filter linkage bevel gear is meshed with the fourth filter linkage bevel gear, the first filter linkage bevel gear is meshed with the second filter linkage bevel gear, and the side of the drive linkage rod close to the third cooperative bevel gear is fixedly installed with the third cooperative bevel gear.

[0022] Furthermore, the swing angle adjustment unit includes an adjustment block, a threaded rod and a knob, the adjustment block is slidably installed inside the driving disk, the threaded rod is connected to the internal thread of the adjustment block, the knob is fixedly installed on the end of the threaded rod away from the adjustment block, the end of the threaded rod away from the adjustment block is matched with the driving disk for limited rotation through a retaining spring, and the side of the adjustment block close to the driving arm is slidably matched with the inside of the driving arm.

[0023] Beneficial effects of the present invention: The present invention realizes multi-mode and multi-level aeration control by regulating the aeration mode of the aeration pipe through the aeration regulating mechanism, and at the same time cooperates with the dissolved oxygen meter on one side of the aeration drive cover to detect the amount of dissolved oxygen, and then matches the aeration speed. At the same time, according to the driving synergistic linkage of the aeration speed, the processing efficiency of the anaerobic stage and the filtration stage are synchronized, so that the speed and aeration effect of the anoxic collaborative stirring mechanism and the filtration collaborative stirring mechanism are synchronized, so that the sewage treatment speed after the collaborative treatment is stable, the number of maintenance and debugging is reduced, and the service life is extended. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Other features, objects and advantages of the present invention will become more apparent from the detailed description of non-limiting embodiments made with reference to the following drawings:

[0025] Figure 1 It is a structural schematic diagram of the present invention;

[0026] Figure 2 It is a schematic diagram of a half-cut three-dimensional structure of the present invention;

[0027] Figure 3 for Figure 2 Schematic diagram of the local explosion three-dimensional structure;

[0028] Figure 4 for Figure 2 A schematic diagram of a three-dimensional structure from another perspective;

[0029] Figure 5 For the present invention Figure 4 The enlarged structural diagram at A in the middle;

[0030] Figure 6 For the present invention Figure 4 The enlarged structural diagram at B in the middle;

[0031] Figure 7 For the present invention Figure 3 A schematic diagram of a local three-dimensional structure from another perspective;

[0032] Figure 8 is a schematic diagram of the three-dimensional structure of the fourth partition of the present invention;

[0033] Fig. 9 For the present invention Figure 8 The enlarged structural diagram at D in the middle;

[0034] Fig.10 It is a schematic diagram of the partial internal structure of the aeration drive cover of the present invention;

[0035] Fig.11 For the present invention Fig.10 The enlarged structural diagram at C in the middle;

[0036] Fig.12 It is a schematic diagram of the three-dimensional structure of the explosion inside the aeration drive cover of the present invention;

[0037] Fig.13 For the present invention Figure 3 Enlarged structural diagram at E in the middle.

[0038] In the figure: 1. Sewage treatment tank; 11. First baffle; 12. Second baffle; 13. Third baffle; 14. Fourth baffle; 15. Fifth baffle; 101. First water pump; 102. Second water pump; 103. Third water pump; 1031. Fourth water pump; 104. Fifth water pump; 105. Sixth water pump; 106. Mud pump; 1061. Mud return pipe; 2. Water inlet; 3. Drain; 4. Inspection cover; 1051. Turbidity sensor;

[0039] 5. Aeration drive cover; 501. Gear ring; 502. Torsion plate; 503. First tripod; 504. Rotary seal joint; 505. Second tripod; 506. Aeration pipe; 507. Telescopic hose; 508. Cross joint; 509. Planetary gear; 51. Driving arm; 52. Driving plate; 521. Adjustment block; 522. Threaded rod; 523. Knob; 53. Servo motor; 531. Arc stop frame; 532. Worm; 533. Center frame; 534. Stabilizing shaft; 535. Worm wheel; 536. First bevel gear; 537. Second bevel gear; 5371. Main transmission shaft;

[0040] 6. Cooperative limit frame; 601. First cooperative bevel gear; 602. Second cooperative bevel gear; 603. Third cooperative bevel gear; 604. Anaerobic linkage rod; 61. First linkage bracket; 611. First linkage bevel gear; 612. Second linkage bevel gear; 613. Anoxic transmission rod; 614. Third linkage bevel gear; 615. Fourth linkage bevel gear; 616. Anoxic stirring rod; 617. First stirring support frame; 618. Second stirring support frame; 62. Filter linkage frame; 621. First filter linkage bevel gear; 622. Drive linkage rod; 623. Second filter linkage bevel gear; 624. Filter linkage rod; 625. Third filter linkage bevel gear; 626. Fourth filter linkage bevel gear; 627. Filter stirring rod; 151. Floating block; 16. Baffle; 17. Quartz sand filter bucket; 18. Activated carbon filter; 19. Sludge settling bucket; 20. Dissolved oxygen meter. DETAILED DESCRIPTION

[0041] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further explained below in conjunction with specific implementation methods.

[0042] See also Figure 1 and Figure 2 , Figure 1 It is a structural schematic diagram of the present invention, Figure 2 It is a schematic diagram of the half-cut three-dimensional structure of the present invention.

[0043] The integrated sewage treatment device comprises a sewage treatment tank body 1, a water inlet 2 connected to the top of one side of the sewage treatment tank body 1, a drain outlet 3 connected to the bottom of the sewage treatment tank body 1 away from the water inlet 2, and an inspection cover 4 threadedly connected to the top of the sewage treatment tank body 1, characterized in that: a first partition 11, a second partition 12, a third partition 13, a fourth partition 14 and a fifth partition 15 are fixedly installed in sequence from left to right inside the sewage treatment tank body 1;

[0044] An aeration drive cover 5 is fixedly installed on one side of the fourth baffle 14 close to the third baffle 13, a dissolved oxygen meter 20 is fixedly installed on one side of the aeration drive cover 5, an aeration pipe 506 is arranged on one side of the aeration drive cover 5 close to the third baffle 13, and an aeration adjustment mechanism for adjusting the aeration pipe 506 is arranged inside the aeration drive cover 5;

[0045] A filtering mechanism for filtering precipitated sewage is fixedly installed on one side of the fifth partition 15 away from the fourth partition 14;

[0046] A sewage pumping mechanism is provided inside the sewage treatment tank 1 , and the sewage pumping mechanism is used to transfer sewage between the first partition plate 11 , the second partition plate 12 , the third partition plate 13 , the fourth partition plate 14 and the fifth partition plate 15 .

[0047] An anaerobic cooperative stirring mechanism linked to the aeration regulating mechanism is provided on one side of the third partition 13 away from the fourth partition 14 . The anaerobic cooperative stirring mechanism is used to stir the sewage mixture inside the sewage treatment tank 1 in linkage with the driving force of the aeration regulating mechanism.

[0048] A filtering cooperative stirring mechanism linked with the aeration regulating mechanism is provided on the side of the fifth partition 15 away from the fourth partition 14 , and is used to stir the filtering filler inside the sewage treatment tank 1 in linkage with the driving force of the aeration regulating mechanism.

[0049] See also Figure 2 , Figure 2 It is a schematic diagram of the half-cut three-dimensional structure of the present invention.

[0050] The cavity formed by the side of the first partition 11 away from the second partition 12 and the sewage treatment tank body 1 is a pre-denitrification tank, an anaerobic tank is formed between the first partition 11 and the second partition 12 inside the sewage treatment tank body 1, an anoxic tank is formed between the second partition 12 and the third partition 13 inside the sewage treatment tank body 1, an aerobic tank is formed between the third partition 13 and the fourth partition 14 inside the sewage treatment tank body 1, a sedimentation tank is formed between the fourth partition 14 and the fifth partition 15 inside the sewage treatment tank body 1, and a filtering chamber is formed between the side of the fifth partition 15 away from the fourth partition 14 and the interior of the sewage treatment tank body 1; wherein the pre-denitrification tank performs preliminary removal of nitrate nitrogen in the sewage to reduce the burden of subsequent deep denitrification treatment, and the anaerobic tank utilizes the metabolic action of anaerobic microorganisms to decompose large molecular organic matter in the sewage into small molecular organic matter, reduce the chemical oxygen demand COD of the sewage, and remove part of Organic pollutants. Under anoxic conditions in the anoxic tank, denitrifying bacteria use the organic matter in the sewage as a carbon source to reduce the nitrate nitrogen in the return liquid of the aerobic tank to nitrogen gas, thereby removing nitrogen pollutants in the sewage and achieving the purpose of denitrification. Under aerobic conditions, the aerobic microorganisms in the aerobic tank completely decompose the organic matter in the sewage into inorganic substances such as carbon dioxide and water, further reducing the COD and BOD of the sewage and removing most of the organic pollutants. The sedimentation tank separates the mud and water of the sewage after biological treatment, so that the suspended solids in the sewage are precipitated to the bottom of the tank to form sludge, and the supernatant is discharged as the treated effluent to achieve the purpose of solid-liquid separation and improve the effluent quality. The filter tank further removes the fine suspended particles, colloidal substances and some soluble organic matter remaining in the sewage, improves the clarity and water quality stability of the effluent, and makes the effluent meet higher water quality standards to meet the requirements of reuse or discharge.

[0051] See also Fig.10 and Fig.12 , Fig.10 It is a schematic diagram of the partial internal structure of the aeration drive cover of the present invention; Fig.12 It is a schematic diagram of the three-dimensional structure of the internal explosion of the aeration drive cover of the present invention.

[0052] The aeration adjustment mechanism includes a driving arm 51, a servo motor 53, an aeration swing driving assembly, a gear ring 501, a torsion plate 502, a first tripod 503, a rotary sealing joint 504, a second tripod 505, a telescopic hose 507, a four-way joint 508, a planetary gear 509 and a driving force external linkage assembly. The servo motor 53 is fixedly mounted on the side of the aeration drive cover 5 away from the aeration pipe 506, and the gear ring 501 is fixedly mounted on the inner wall of the aeration drive cover 5 close to the aeration pipe 506. The disk 502 is rotatably mounted inside the aeration drive cover 5 and fixedly mounted with the end of the drive arm 51 away from the servo motor 53. The first tripod 503 is fixedly mounted on the side of the torsion disk 502 away from the drive arm 51. One end of the rotary seal joint 504 is fixedly connected with the end of the planetary gear 509 away from the aeration pipe 506. One end of the rotary seal joint 504 is connected with the aeration pipe 506. One end of the aeration pipe 506 close to the second tripod 505 is rotatably matched with the second tripod 505. The aeration pipe 506 One end close to the second tripod 505 penetrates the second tripod 505 and is fixedly connected to the planetary gear 509. The aeration pipe 506 is connected to the rotary sealing joint 504 through the planetary gear 509. The end of the rotary sealing joint 504 away from the aeration pipe 506 penetrates the first tripod 503 and the torsion plate 502 and is connected to one end of the telescopic hose 507. The end of the telescopic hose 507 away from the aeration pipe 506 is connected to the four-way joint 508. One end of the four-way joint 508 is connected to the output pipe of the external aeration device through a pipeline. The planetary gear 509 is meshed with the gear ring 501. The second tripod 505 and the first tripod 503 are detachably installed by bolts. The driving arm 51 is fixedly installed at the center of one side of the torsion plate 502 away from the aeration pipe 506. The driving force external linkage component is arranged on the top of the servo motor 53 and is used to drive the anoxic cooperative stirring mechanism and the filtration cooperative stirring mechanism. The aeration swing driving component is arranged at the output end of the servo motor 53 and is used to change the twisting angle of the driving arm 51.

[0053] After the servo motor 53 is started, the swing angle of the driving arm 51 can be controlled through the aeration swing driving assembly, and then the driving arm 51 is twisted at an appropriate angle, and the torsion disk 502 is twisted through the driving arm 51, and then the torsion disk 502 drives the first tripod 503 to rotate, and the first tripod 503 drives the second tripod 505 to twist synchronously by twisting the rotary sealing joint 504, and then under the rotation limit of the first tripod 503, the second tripod 505 and the rotary sealing joint 504, the planetary gear 509 is engaged with the gear ring 501 and rotates during the swinging process, so that the planetary gear 509 drives the aeration pipe 506 to twist while maintaining the normal operation of aeration, and is connected with the external aeration device through the four-way joint 508 so that the gas can be connected to the rotary sealing joint 504 through the telescopic hose 507 and transported to the aeration pipe 506, and then the aeration pipe 506 is rotated and twisted for aeration, and the film hanging area is increased at the same time.

[0054] See also Fig.11 , Fig.11 For the present invention Fig.10 Enlarged structural diagram at point C in the middle.

[0055] The aeration swing drive assembly includes an arc-shaped limit frame 531, a worm 532, a center frame 533, a stabilizing shaft 534, a worm wheel 535, a first bevel gear 536, a second bevel gear 537, a total transmission shaft 5371, a drive disk 52 and a swing angle adjustment unit. The arc-shaped limit frame 531 is fixedly mounted on the inner wall of the aeration drive cover 5 on the side away from the aeration pipe 506. The interior of the arc-shaped limit frame 531 is rotatably mounted on the surface of the drive disk 52. The worm 532 is fixedly mounted on the output end of the servo motor 53. The worm 532 is rotationally limited with the top of the arc-shaped limit frame 531 through a shaft sleeve. The shaft sleeve limits the axial displacement of the worm 532. The center frame 533 is fixedly mounted on the inner wall of the aeration drive cover 5 away from the aeration pipe 506. At the center of one end of the aeration pipe 506, the stabilizing shaft 534 is rotatably mounted inside the center frame 533, the worm gear 535 is fixedly mounted on the surface of the stabilizing shaft 534, the worm 532 and the worm gear 535 are meshed with each other, one end of the stabilizing shaft 534 passes through the center frame 533 and is fixedly mounted on the driving disk 52, the first bevel gear 536 is fixedly mounted on the end of the worm 532 away from the servo motor 53, the total transmission shaft 5371 is rotatably mounted on the top of the arc-shaped limiting frame 531, the bottom of the total transmission shaft 5371 passes through the interior of the arc-shaped limiting frame 531 and is fixedly mounted with the second bevel gear 537, the second bevel gear 537 and the first bevel gear 536 are meshed with each other, and the swing angle adjustment unit is used to adjust the swing angle of the driving arm 51;

[0056] The arc-shaped limit frame 531 can limit the circular rotation of the driving disk 52, and the worm 532 can drive the worm wheel 535 to rotate through the servo motor 53. The worm wheel 535 drives the driving disk 52 to rotate through the stabilizing shaft 534, and then the driving disk 52 cooperates with the swing angle adjustment unit to drive the driving arm 51 to twist and swing to achieve aeration at different frequencies and different layer heights, thereby avoiding uneven aeration effects and ensuring that positions at different layer heights can be evenly aerated. When the worm 532 rotates, it drives the first bevel gear 536 to rotate, so that the first bevel gear 536 drives the second bevel gear 537 to rotate, and the second bevel gear 537 drives the main transmission shaft 5371 to rotate, thereby realizing the stirring linkage between the filtration bin and the anoxic tank.

[0057] See also Figure 5 , Figure 6 and Figure 8 , Figure 5 For the present invention Figure 4 The enlarged structural diagram at A in the middle; Figure 6 For the present invention Figure 4 The enlarged structural diagram at B in the middle; Figure 8 It is a schematic diagram of the three-dimensional structure of the fourth partition of the present invention.

[0058] The driving force external linkage assembly includes a cooperative limit frame 6, a first cooperative bevel gear 601, a second cooperative bevel gear 602, a third cooperative bevel gear 603 and an anaerobic linkage rod 604. The cooperative limit frame 6 is fixedly installed on the rear side of the inner wall of the sewage treatment tank 1 and is located on the top of the aeration drive cover 5. The top of the total transmission shaft 5371 passes through the top of the cooperative limit frame 6 and is fixedly installed on the first cooperative bevel gear 601. The second cooperative bevel gear 602 and the third cooperative bevel gear 603 are respectively engaged on both sides of the top of the first cooperative bevel gear 601. The anaerobic The linkage rod 604 is fixedly installed on the side of the second cooperative bevel gear 602 away from the third cooperative bevel gear 603; the cooperative limit frame 6 can limit the top of the total transmission shaft 5371 and at the same time limit the meshing point of the driving linkage rod 622 and the anaerobic linkage rod 604, so that after the total transmission shaft 5371 rotates, it can drive the first cooperative bevel gear 601 to rotate, and the rotation of the first cooperative bevel gear 601 drives the second cooperative bevel gear 602 and the third cooperative bevel gear 603 to rotate synchronously, and then realize the stirring linkage of the filtration bin and the anoxic tank.

[0059] See also Figure 7 , Figure 7 For the present invention Figure 3 A schematic diagram of a local three-dimensional structure from another perspective;

[0060] The filtering mechanism includes a baffle 16, a quartz sand filter hopper 17 and an activated carbon filter 18. The baffle 16 is fixedly mounted on the top of the fifth partition 15 away from the fourth partition 14. The quartz sand filter hopper 17 is fixedly mounted at the center of the fifth partition 15 away from the fourth partition 14. Quartz sand is filled between the quartz sand filter hopper 17 and the baffle 16. A quartz sand filter layer is formed between the quartz sand filter hopper 17 and the baffle 16. The activated carbon filter 18 is fixedly mounted on the bottom of the fifth partition 15 away from the fourth partition 14. The space between the baffle 16 and the quartz sand filter hopper 17 filters fine suspended particles, colloidal substances and partially soluble organic matter in sewage through the quartz sand filter layer and the activated carbon filter 18 to improve water quality.

[0061] See also Figure 2 and Fig.13 , Figure 2 It is a schematic diagram of a half-cut three-dimensional structure of the present invention; Fig.13 For the present invention Figure 3 Enlarged structural diagram at E in the middle.

[0062] The sewage pumping mechanism includes a first water pump 101, a second water pump 102, a third water pump 103, a fourth water pump 1031, a fifth water pump 104, a sixth water pump 105 and a mud pump 106. The first water pump 101 is fixedly installed on the top of the inner wall of the sewage treatment tank 1 and is located on the top of the first partition 11. The input end of the first water pump 101 extends to the pre-denitrification tank through a pipeline, and the output end of the first water pump 101 extends to the inside of the anaerobic tank through a pipeline. The second water pump 102 is fixedly installed on the top of the inner wall of the sewage treatment tank 1 and is located on the top of the second partition 12. The input end of the second water pump 102 extends to the anaerobic tank through a pipeline, and the output end of the second water pump 102 extends to the inside of the anoxic tank through a pipeline. The third water pump 103 is fixedly installed on the rear side of the top of the inner wall of the sewage treatment tank body 1 and is located on the top of the third partition 13. The input end of the third water pump 103 extends to the anoxic tank through a pipeline, and the output end of the third water pump 103 extends to the inside of the aerobic tank through a pipeline. The fourth water pump 1031 is fixedly installed on the front side of the top of the inner wall of the sewage treatment tank body 1 and is located on the top of the third partition 13. The input end of the fourth water pump 1031 extends to the aerobic tank through a pipeline, and the output end of the fourth water pump 1031 extends to the inside of the anoxic tank through a pipeline. The third water pump 103 and the fourth water pump 1031 are intermittently started at a preset time interval under the control of the controller, so as to mix the liquid after the reaction of the anoxic tank and the aerobic tank to form a reflux liquid. The fifth water pump 104 is fixedly installed on the front side of the top of the inner wall of the sewage treatment tank body 1 and is located on the top of the third partition 13. The input end of the fourth water pump 1031 extends to the aerobic tank through a pipeline, and the output end of the fourth water pump 1031 extends to the inside of the anoxic tank through a pipeline. The sixth water pump 105 is fixedly installed on the top of the inner wall of the sewage treatment tank body 1 and is located on the top of the fourth partition 14. The input end of the fifth water pump 104 extends to the aerobic tank through a pipeline. The output end of the fifth water pump 104 extends to the inside of the sedimentation tank through a pipeline. The sixth water pump 105 is fixedly installed on the top of the inner wall of the sewage treatment tank body 1 and is located on the top of the fifth partition 15. The input end of the sixth water pump 105 extends to the top of the sedimentation tank through a pipeline and is fixedly installed with a floating block 151. The output end of the sixth water pump 105 extends to the top of the filter bin through a pipeline. The mud pump 106 is fixedly installed at the bottom of the inner wall of the sewage treatment tank body 1 and is located on the side of the fourth partition 14 close to the fifth partition 15. A sludge sedimentation bucket is provided between the fourth partition 14 and the fifth partition 15. 19, the two sides of the sludge settling bucket 19 are fixedly installed with the fourth partition 14 and the fifth partition 15 respectively, the input end of the mud pump 106 is connected with the bottom of the sludge settling bucket 19 through a pipeline, and the output end of the mud pump 106 is connected with a mud return pipe 1061, and the mud return pipe 1061 passes through the fourth partition 14, the third partition 13, the second partition 12 and the first partition 11 from right to left in sequence and extends to the interior of the pre-denitrification tank, and the output end of the sixth water pump 105 is connected with a turbidity sensor 1051, which detects the turbidity of the clean water by detecting the transmittance of the liquid flowing through the pipeline. The turbidity sensor 1051 is electrically connected to the external controller through a wire, and the turbidity sensor 1051 is used to detect the turbidity of the clean water pumped out by the sixth water pump 105;

[0063] The first water pump 101 is convenient for pumping the sewage in the pre-denitrification tank into the anaerobic tank for further treatment, and then the second water pump 102 is convenient for pumping the sewage in the anaerobic tank into the anoxic tank for treatment. The third water pump 103 is convenient for transporting the sewage in the anoxic tank to the aerobic tank. The fourth water pump 1031 is convenient for pumping the reflux liquid of the aerobic tank into the anoxic tank to reduce the nitrate nitrogen therein to nitrogen gas, thereby removing nitrogen pollutants in the sewage. The fifth water pump 104 is convenient for pumping the sewage in the aerobic tank to the sedimentation tank for material precipitation. The sixth water pump 105 is convenient for transporting the precipitated clean water to the top of the filter bin through the floating block 151 to be filtered through the quartz sand filter layer. The mud pump 106 is convenient for pumping the precipitated sludge to the pre-denitrification tank for denitrification treatment again. The turbidity sensor 1051 is used to detect whether the turbidity of the clean water discharged by the sixth water pump 105 exceeds the standard. If it exceeds the standard, the mud pump 106 is turned on to extract the sludge.

[0064] See also Figure 6 and Figure 8 , Figure 6 For the present invention Figure 4 The enlarged structural diagram at B in the middle; Figure 8 It is a schematic diagram of the three-dimensional structure of the fourth partition of the present invention.

[0065] The anaerobic cooperative stirring mechanism includes a first linkage bracket 61, a first linkage bevel gear 611, a second linkage bevel gear 612, an anaerobic transmission rod 613, a third linkage bevel gear 614, a fourth linkage bevel gear 615, a first stirring support frame 617 and a second stirring support frame 618. The first linkage bracket 61 is fixedly installed on the top of the rear side of the inner wall of the sewage treatment tank body 1 and is located between the second partition plate 12 and the third partition plate 13. The first linkage bevel gear 611 is fixedly installed on the end of the anaerobic linkage rod 604 away from the second cooperative bevel gear 602. The top of the anaerobic transmission rod 613 passes through the top of the first linkage bracket 61 and is fixedly installed with the second linkage bevel gear 612. The anaerobic transmission rod 613 and the first linkage bracket 61 Rotationally matched, the first linkage bevel gear 611 and the second linkage bevel gear 612 are meshed with each other, the third linkage bevel gear 614 is fixedly installed at the bottom of the anoxic transmission rod 613, the bottom of the anoxic transmission rod 613 is rotationally limited with the top of the second stirring support frame 618, an anoxic stirring rod 616 is rotatably installed between the second stirring support frame 618 and the first stirring support frame 617, the anoxic stirring rod 616 is fixedly installed with one end close to the third linkage bevel gear 614 and the fourth linkage bevel gear 615, the fourth linkage bevel gear 615 and the third linkage bevel gear 614 are meshed with each other, the first stirring support frame 617 is fixedly installed at the bottom of the inner wall of the sewage treatment tank body 1 and is located between the third partition plate 13 and the second partition plate 12;

[0066] The first linkage bracket 61 can limit the anaerobic linkage rod 604 while ensuring the meshing stability of the first linkage bevel gear 611 and the second linkage bevel gear 612. When the anaerobic linkage rod 604 rotates, the second linkage bevel gear 612 can be driven to rotate through the first linkage bevel gear 611, and then the anoxic transmission rod 613 can be driven to rotate, and then the anoxic transmission rod 613 drives the third linkage bevel gear 614 to rotate, and the fourth linkage bevel gear 615 is driven to rotate through the third linkage bevel gear 614, and the fourth linkage bevel gear 615 drives the anoxic stirring rod 616 to rotate to stir the bottom of the anoxic tank in coordination, ensuring coordination with the twisting frequency of aeration, avoiding the reaction speed of the anoxic tank being out of sync with the reaction speed of the aerobic tank, and the large error resulting in insufficient biofilm reaction time of the pumped reflux liquid affecting the sewage treatment effect, thereby improving the synthesis rate of organic matter.

[0067] See also Figure 7 , Fig. 9 and Fig.13 , Figure 7 For the present invention Figure 3 A schematic diagram of a local three-dimensional structure from another perspective; Fig. 9 For the present invention Figure 8 The enlarged structural diagram at D in the middle; Fig.13 For the present invention Figure 3 Enlarged structural diagram at E in the middle.

[0068] The filtration cooperative stirring mechanism includes a filtration linkage frame 62, a first filtration linkage bevel gear 621, a drive linkage rod 622, a second filtration linkage bevel gear 623, a filtration linkage rod 624, a third filtration linkage bevel gear 625, a fourth filtration linkage bevel gear 626 and a filtration stirring rod 627. The filtration linkage frame 62 is fixedly mounted on the top of the rear side of the inner wall of the sewage treatment tank 1 and is located at the top of the filtration bin. The first filtration linkage bevel gear 621 is fixedly mounted on one end of the drive linkage rod 622. The drive linkage rod 622 is rotatably mounted on one side of the filtration linkage frame 62 close to the fifth partition 15. The second filtration linkage bevel gear 623 is fixedly mounted on the top of the filtration linkage rod 624. The top of the filtration linkage rod 624 is rotatably mounted with the filtration linkage frame 62. The bottom of the filtration linkage rod 624 passes through the filtration linkage frame 62 from top to bottom in sequence through the sealed bearing. The movable frame 62 and the baffle 16 extend to the quartz sand filter bucket 17. The sealed bearing ensures that the filter linkage rod 624 and the top of the quartz sand filter bucket 17 can rotate smoothly. Support frames that rotate with the filter stirring rod 627 are welded on both sides of the top of the quartz sand filter bucket 17. The filter stirring rod 627 is fixedly installed with the fourth filter linkage bevel gear 626 at one end close to the filter linkage rod 624, and the third filter linkage bevel gear 625 is fixedly installed on the surface of the filter linkage rod 624 and is located on one side of the fourth filter linkage bevel gear 626. The third filter linkage bevel gear 625 is meshed with the fourth filter linkage bevel gear 626, and the first filter linkage bevel gear 621 is meshed with the second filter linkage bevel gear 623. The driving linkage rod 622 is fixedly installed with the third collaborative bevel gear 603 at one side close to the third collaborative bevel gear 603.

[0069] The filter linkage frame 62 can limit the rotation of the filter linkage rod 624 and the drive linkage rod 622. At the same time, when the drive linkage rod 622 is driven to rotate by the third cooperative bevel gear 603, it can drive the first filter linkage bevel gear 621 to rotate, and drive the second filter linkage bevel gear 623 to rotate through the first filter linkage bevel gear 621, and then drive the filter linkage rod 624 to rotate through the second filter linkage bevel gear 623, and then the filter linkage rod 624 drives the fourth filter linkage bevel gear 626 to rotate through the third filter linkage bevel gear 625 fixed thereto, and then drives the filter stirring rod 627 to rotate through the fourth filter linkage bevel gear 626. Under the rotation limit of the support frame, the rotation stability of the filter stirring rod 627 is guaranteed, so that the filter stirring rod 627 stirs the quartz sand after rotation, achieving a kneading effect, avoiding the solidification of the quartz sand filter layer, resulting in liquid blockage, and improving the service life.

[0070] See also Fig.11 , Fig.11 For the present invention Fig.10 Enlarged structural diagram at point C in the middle.

[0071] The swing angle adjustment unit includes an adjustment block 521, a threaded rod 522 and a knob 523. The adjustment block 521 is slidably mounted inside the driving disk 52. The threaded rod 522 is connected to the inner thread of the adjustment block 521. The knob 523 is fixedly mounted on one end of the threaded rod 522 away from the adjustment block 521. The end of the threaded rod 522 away from the adjustment block 521 is limitedly rotated with the driving disk 52 through a retaining spring. The side of the adjustment block 521 close to the driving arm 51 is slidably matched with the inner part of the driving arm 51. The adjustment block 521 can change the distance of approaching or moving away from the driving disk 52 when the knob 523 is twisted, thereby changing the swing amplitude of the driving arm 51 moved by the adjustment block 521, thereby achieving the adjustment of the swing angle.

[0072] Working principle: The sewage enters the pre-denitrification tank through the water inlet 2 to preliminarily remove the nitrate nitrogen in the sewage, which reduces the burden for the subsequent deep denitrification treatment. The first water pump 101 is started to pump the sewage in the pre-denitrification tank into the anaerobic tank for further treatment. The anaerobic tank uses the metabolic action of anaerobic microorganisms to decompose the macromolecular organic matter in the sewage into small molecular organic matter, reduce the chemical oxygen demand COD of the sewage, and remove some organic pollutants. Then the second water pump 102 is started to pump the sewage in the anaerobic tank into the anoxic tank for treatment. Under the anoxic condition of the anoxic tank, the denitrifying bacteria use the organic matter in the sewage as a carbon source to reduce the nitrate nitrogen in the reflux liquid of the aerobic tank to nitrogen gas, thereby removing the nitrogen pollutants in the sewage and achieving the purpose of denitrification. The third water pump 103 is convenient for transporting the sewage in the anoxic tank to the aerobic tank. The fourth water pump 1031 is convenient for pumping the reflux liquid of the aerobic tank into the anoxic tank to reduce the nitrate nitrogen therein to nitrogen gas, thereby removing the nitrogen pollutants in the sewage and facilitating the sewage to enter the aerobic tank for treatment;

[0073] Aerobic microorganisms in the aerobic pool completely decompose organic matter in sewage into inorganic matter such as carbon dioxide and water under aerobic conditions, further reducing COD and BOD of sewage and removing most organic pollutants. At this time, the biofilm efficiency can be detected by a dissolved oxygen meter. The aeration speed and aeration swing frequency can be increased according to the biofilm situation to ensure that the aeration oxidation speed can provide a good living environment for aerobic microorganisms and ensure their normal growth, reproduction and metabolic activities.

[0074] After the servo motor 53 is started, the worm 532 can be driven by the servo motor 53 to drive the worm wheel 535 to rotate, and the worm wheel 535 drives the driving disk 52 to rotate through the stabilizing shaft 534, and then the adjusting block 521 on the driving disk 52 rotates and toggles the driving arm 51 to perform swing aeration, and the driving arm 51 drives the torsion disk 502 to rotate, and then the torsion disk 502 drives the first tripod 503 to rotate, and the first tripod 503 drives the second tripod 505 to rotate synchronously through the torsion rotation sealing joint 504, and then the first tripod 503 drives the second tripod 505 to rotate synchronously. The first tripod 503, the second tripod 505 and the rotary seal joint 504 are limited in rotation so that the planetary gear 509 rotates during the swinging process by meshing with the gear ring 501, so that the planetary gear 509 drives the aeration pipe 506 to twist while maintaining the normal operation of aeration. The four-way joint 508 is connected with the external aeration device so that the gas can be connected with the rotary seal joint 504 through the telescopic hose 507 and transported to the aeration pipe 506, and then the aeration pipe 506 is rotated and twisted for aeration, and the film-forming area is increased at the same time.

[0075] At the same time, when the above-mentioned reflux liquid is in the anoxic tank, the main transmission shaft 5371 can drive the first coordinated bevel gear 601 to rotate after rotation, and the first coordinated bevel gear 601 rotates to drive the second coordinated bevel gear 602 and the third coordinated bevel gear 603 to rotate synchronously. When the anaerobic linkage rod 604 rotates, the second linkage bevel gear 612 can be driven to rotate through the first linkage bevel gear 611, and then the anoxic transmission rod 613 can be driven to rotate, and then the anoxic transmission rod 613 drives the third linkage bevel gear 614 to rotate, and the fourth linkage bevel gear 615 is driven to rotate through the third linkage bevel gear 614, and the fourth linkage bevel gear 615 drives the anoxic stirring rod 616 to rotate to coordinately stir the bottom of the anoxic tank, so as to ensure coordination with the twisting frequency of aeration, avoid the reaction speed of the anoxic tank being out of sync with the reaction speed of the aerobic tank, and the large error leads to insufficient biofilm reaction time of the pumped reflux liquid, affecting the sewage treatment effect, and improving the synthesis rate of organic matter;

[0076] The fifth water pump 104 is convenient for pumping the sewage in the aerobic pool to the sedimentation tank for material precipitation. The turbidity sensor 1051 detects whether the turbidity of the clean water discharged by the sixth water pump 105 exceeds the standard. If it exceeds the standard, the mud pump 106 is turned on to extract the sludge. The sedimentation tank separates the mud and water from the sewage after biological treatment, so that the suspended solid substances in the sewage are precipitated to the bottom of the pool to form sludge, and the supernatant is discharged as the treated effluent, so as to achieve the purpose of solid-liquid separation and improve the effluent water quality.

[0077] The sixth water pump 105 is convenient for conveying the clean water after precipitation to the top of the filter bin through the floating block 151 for filtration through the quartz sand filter layer. At this time, the above-mentioned worm 532 rotates and drives the first bevel gear 536 to rotate, so that the first bevel gear 536 drives the second bevel gear 537 to rotate, and the second bevel gear 537 drives the main transmission shaft 5371 to rotate. After the main transmission shaft 5371 rotates, it can drive the first coordinated bevel gear 601 to rotate, and the first coordinated bevel gear 601 rotates to drive the second coordinated bevel gear 602 and the third coordinated bevel gear 603 to rotate synchronously. Since the driving linkage rod 622 is fixed to the third coordinated bevel gear 603, when the driving linkage rod 622 is driven to rotate by the third coordinated bevel gear 603, it can drive the first filter linkage bevel gear 621 to rotate, and the second filter linkage bevel gear 623 is driven to rotate through the first filter linkage bevel gear 621, and then through The filter linkage rod 624 is driven to rotate through the second filter linkage bevel gear 623, and then the filter linkage rod 624 drives the fourth filter linkage bevel gear 626 to rotate through the third filter linkage bevel gear 625 fixed thereto, and then the filter stirring rod 627 is driven to rotate through the fourth filter linkage bevel gear 626. The rotation stability of the filter stirring rod 627 is guaranteed under the rotation limit of the support frame, so that the filter stirring rod 627 rotates to stir the quartz sand to achieve a kneading effect, thereby avoiding the solidification of the quartz sand filter layer and the occurrence of liquid blockage, thereby increasing the service life. The filter bin further removes fine suspended particles, colloidal substances and some soluble organic matter remaining in the sewage, thereby improving the clarity and water quality stability of the effluent, so that the effluent reaches higher water quality standards and meets the requirements of reuse or discharge, and then is discharged from the drain outlet 3.

[0078] The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention. It is obvious to those skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and the present invention can be implemented in other specific forms without departing from the spirit or basic features of the present invention. Therefore, no matter from which point of view, the embodiments should be regarded as exemplary and non-restrictive. The scope of the present invention is defined by the attached claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims are included in the present invention. Any figure mark in the claims should not be regarded as limiting the claims involved.

[0079] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.

Claims

1. An integrated sewage treatment device, comprising a sewage treatment tank body (1), a water inlet (2) connected to the top of one side of the sewage treatment tank body (1), a drain outlet (3) connected to the bottom of the sewage treatment tank body (1) away from the water inlet (2), and an inspection cover (4) threadedly connected to the top of the sewage treatment tank body (1), characterized in that: A first partition (11), a second partition (12), a third partition (13), a fourth partition (14) and a fifth partition (15) are fixedly installed in sequence from left to right inside the sewage treatment tank (1); An aeration drive cover (5) is fixedly mounted on one side of the fourth baffle (14) close to the third baffle (13); an aeration pipe (506) is arranged on one side of the aeration drive cover (5) close to the third baffle (13); and an aeration adjustment mechanism for adjusting the aeration pipe (506) is arranged inside the aeration drive cover (5); A filtering mechanism for filtering precipitated sewage is fixedly mounted on a side of the fifth partition plate (15) away from the fourth partition plate (14); A sewage pumping mechanism is provided inside the sewage treatment tank (1), and the sewage pumping mechanism is used to transfer sewage between the first partition (11), the second partition (12), the third partition (13), the fourth partition (14) and the fifth partition (15); An anoxic cooperative stirring mechanism linked to the aeration regulating mechanism is provided on a side of the third partition (13) away from the fourth partition (14), the anoxic cooperative stirring mechanism being used to stir the sewage mixed liquid inside the sewage treatment tank (1) in linkage with the driving force of the aeration regulating mechanism; A filtering cooperative stirring mechanism linked to the aeration regulating mechanism is provided on a side of the fifth partition (15) away from the fourth partition (14), and is used to stir the filtering filler inside the sewage treatment tank (1) in linkage with the driving force of the aeration regulating mechanism.

2. The integrated sewage treatment device according to claim 1, characterized in that: The cavity formed by the side of the first baffle (11) away from the second baffle (12) and the sewage treatment tank body (1) is a pre-denitrification tank; an anaerobic tank is formed inside the sewage treatment tank body (1) between the first baffle (11) and the second baffle (12); an anoxic tank is formed inside the sewage treatment tank body (1) between the second baffle (12) and the third baffle (13); an aerobic tank is formed inside the sewage treatment tank body (1) between the third baffle (13) and the fourth baffle (14); a sedimentation tank is formed inside the sewage treatment tank body (1) between the fourth baffle (14) and the fifth baffle (15); and a filtering chamber is formed between the side of the fifth baffle (15) away from the fourth baffle (14) and the interior of the sewage treatment tank body (1).

3. The integrated sewage treatment device according to claim 2, characterized in that: The aeration regulating mechanism comprises a driving arm (51), a servo motor (53), an aeration swing driving assembly, a gear ring (501), a torsion plate (502), a first tripod (503), a rotary sealing joint (504), a second tripod (505), an aeration pipe (506), a telescopic hose (507), a four-way joint (508), a planetary gear (509), and a driving force external linkage assembly, wherein the servo motor (53) is fixedly mounted on a side of the aeration driving cover (5) away from the aeration pipe (506), and the gear ring (501) is fixedly mounted on an inner wall of the aeration driving cover (5) close to the aeration pipe (506). 6), the torsion plate (502) is rotatably mounted inside the aeration drive cover (5) and fixedly mounted to an end of the drive arm (51) away from the servo motor (53), the first tripod (503) is fixedly mounted to a side of the torsion plate (502) away from the drive arm (51), one end of the rotary seal joint (504) is fixedly connected to an end of the planetary gear (509) away from the aeration pipe (506), one end of the rotary seal joint (504) is connected to the aeration pipe (506), and one end of the aeration pipe (506) close to the second tripod (505) is connected to the rotary joint of the second tripod (505). The aeration pipe (506) is connected to the second tripod (505), one end of the aeration pipe (506) close to the second tripod (505) passes through the second tripod (505) and is fixedly connected to the planetary gear (509); the aeration pipe (506) is connected to the rotary seal joint (504) through the planetary gear (509); the end of the rotary seal joint (504) away from the aeration pipe (506) passes through the first tripod (503) and the torsion plate (502) and is connected to one end of the telescopic hose (507); the end of the telescopic hose (507) away from the aeration pipe (506) is connected to a four-way joint (508); and the four-way joint (508) is connected to the four-way joint (508). The first end of the aeration device (506) is connected to the output pipe of the external aeration device through a pipeline, the planetary gear (509) is meshed with the gear ring (501), the second tripod (505) and the first tripod (503) are detachably mounted by bolts, the driving arm (51) is fixedly mounted at the center of a side of the torsion plate (502) away from the aeration pipe (506), the driving force external linkage component is arranged on the top of the servo motor (53) and is used to drive the anoxic cooperative stirring mechanism and the filtering cooperative stirring mechanism, and the aeration swing driving component is arranged at the output end of the servo motor (53) and is used to change the twisting angle of the driving arm (51).

4. The integrated sewage treatment device according to claim 3, characterized in that: The aeration swing drive assembly comprises an arc-shaped limit frame (531), a worm (532), a center frame (533), a stabilizing shaft (534), a worm wheel (535), a first bevel gear (536), a second bevel gear (537), a main transmission shaft (5371), a drive disk (52), and a swing angle adjustment unit. The arc-shaped limit frame (531) is fixedly mounted on a side of an inner wall of an aeration drive cover (5) away from an aeration pipe (506). The interior of the arc-shaped limit frame (531) is rotatably mounted on the surface of the drive disk (52). The worm (532) is fixedly mounted on an output end of a servo motor (53). The worm (532) is rotationally limitedly matched with a top of the arc-shaped limit frame (531) via a shaft sleeve. The shaft sleeve limits the axial displacement of the worm (532). The center frame (533) is fixedly mounted on a side of an inner wall of an aeration drive cover (5) away from an aeration pipe. (506), the stabilizing shaft (534) is rotatably mounted inside the center frame (533), the worm gear (535) is fixedly mounted on the surface of the stabilizing shaft (534), the worm (532) and the worm gear (535) are meshed with each other, one end of the stabilizing shaft (534) passes through the center frame (533) and is fixedly mounted on the driving disk (52), the first bevel gear (536) is fixedly mounted on the end of the worm (532) away from the servo motor (53), the total transmission shaft (5371) is rotatably mounted on the top of the arc-shaped limiting frame (531), the bottom of the total transmission shaft (5371) passes through the interior of the arc-shaped limiting frame (531) and is fixedly mounted with the second bevel gear (537), the second bevel gear (537) and the first bevel gear (536) are meshed with each other, and the swing angle adjustment unit is used to adjust the swing angle of the driving arm (51).

5. The integrated sewage treatment device according to claim 4, characterized in that: The driving force external linkage assembly comprises a cooperative limiting frame (6), a first cooperative bevel gear (601), a second cooperative bevel gear (602), a third cooperative bevel gear (603) and an anaerobic linkage rod (604); the cooperative limiting frame (6) is fixedly mounted on the rear side of the inner wall of the sewage treatment tank (1) and is located on the top of the aeration drive cover (5); the top of the total transmission shaft (5371) passes through the top of the cooperative limiting frame (6) and is fixedly mounted on the first cooperative bevel gear (601); the second cooperative bevel gear (602) and the third cooperative bevel gear (603) are respectively meshed on both sides of the top of the first cooperative bevel gear (601); and the anaerobic linkage rod (604) is fixedly mounted on a side of the second cooperative bevel gear (602) away from the third cooperative bevel gear (603).

6. The integrated sewage treatment device according to claim 5, characterized in that: The filtering mechanism comprises a baffle (16), a quartz sand water filter bucket (17) and an activated carbon filter screen (18); the baffle (16) is fixedly mounted on the top of a side of the fifth partition (15) away from the fourth partition (14); the quartz sand water filter bucket (17) is fixedly mounted at the center of a side of the fifth partition (15) away from the fourth partition (14); quartz sand is filled between the quartz sand water filter bucket (17) and the baffle (16); a quartz sand filter layer is formed between the quartz sand water filter bucket (17) and the baffle (16); and the activated carbon filter screen (18) is fixedly mounted on the bottom of the side of the fifth partition (15) away from the fourth partition (14).

7. The integrated sewage treatment device according to claim 2, characterized in that: The sewage pumping mechanism comprises a first water pump (101), a second water pump (102), a third water pump (103), a fourth water pump (1031), a fifth water pump (104), a sixth water pump (105) and a mud pump (106); the first water pump (101) is fixedly mounted on the top of the inner wall of the sewage treatment tank (1) and is located on the top of the first baffle (11); the input end of the first water pump (101) extends to the pre-denitrification tank through a pipeline; the output end of the first water pump (101) extends to the interior of the anaerobic tank through a pipeline; the second water pump (102) is fixedly mounted on the top of the inner wall of the sewage treatment tank (1) and is located on the top of the second baffle (12); the input end of the second water pump (102) is connected to the pre-denitrification tank through a pipeline; The third water pump (103) is fixedly mounted on the rear side of the top of the inner wall of the sewage treatment tank (1) and is located on the top of the third baffle (13). The input end of the third water pump (103) is extended into the anoxic tank through a pipeline. The output end of the third water pump (103) is extended into the aerobic tank through a pipeline. The fourth water pump (1031) is fixedly mounted on the front side of the top of the inner wall of the sewage treatment tank (1) and is located on the top of the third baffle (13). The input end of the fourth water pump (1031) is extended into the aerobic tank through a pipeline. The output end of the fourth water pump (1031) is extended into the aerobic tank through a pipeline. The pipeline extends to the interior of the anoxic tank. The third water pump (103) and the fourth water pump (1031) are intermittently started at preset time intervals under the control of the controller, so as to mix the liquid after the reaction in the anoxic tank and the aerobic tank to form a reflux liquid. The fifth water pump (104) is fixedly installed on the top of the inner wall of the sewage treatment tank body (1) and is located on the top of the fourth partition (14). The input end of the fifth water pump (104) extends to the aerobic tank through a pipeline. The output end of the fifth water pump (104) extends to the interior of the sedimentation tank through a pipeline. The sixth water pump (105) is fixedly installed on the top of the inner wall of the sewage treatment tank body (1) and is located on the top of the fifth partition (15). The input end of the sixth water pump (105) is connected to the aerobic tank through a pipeline. The sixth water pump (105) is connected to the top of the sedimentation tank through a pipeline and is fixedly installed with a floating block (151). The output end of the sixth water pump (105) is extended to the top of the filter bin through a pipeline. The mud pump (106) is fixedly installed at the bottom of the inner wall of the sewage treatment tank (1) and is located on the side of the fourth partition (14) close to the fifth partition (15). A sludge settling bucket (19) is provided between the fourth partition (14) and the fifth partition (15). The two sides of the sludge settling bucket (19) are respectively fixedly installed with the fourth partition (14) and the fifth partition (15). The input end of the mud pump (106) is connected to the bottom of the sludge settling bucket (19) through a pipeline. The output end of the mud pump (106) is connected to a mud return pipe (1061).The slurry return pipe (1061) passes through the fourth partition (14), the third partition (13), the second partition (12) and the first partition (11) from right to left in sequence and extends to the interior of the pre-denitrification tank. The output end of the sixth water pump (105) is connected to a turbidity sensor (1051) for detecting the turbidity of the clean water by detecting the light transmittance of the liquid flowing through the pipe. The turbidity sensor (1051) is electrically connected to an external controller via a wire, and is used to detect the turbidity of the clean water pumped out by the sixth water pump (105).

8. The integrated sewage treatment device according to claim 5, characterized in that: The anoxic cooperative stirring mechanism comprises a first linkage bracket (61), a first linkage bevel gear (611), a second linkage bevel gear (612), an anoxic transmission rod (613), a third linkage bevel gear (614), a fourth linkage bevel gear (615), a first stirring support frame (617) and a second stirring support frame (618), wherein the first linkage bracket (61) is fixedly mounted on the top of the rear side of the inner wall of the sewage treatment tank (1) and is located between the second partition plate (12) and the third partition plate (13), the first linkage bevel gear (611) is fixedly mounted on an end of the anaerobic linkage rod (604) away from the second cooperative bevel gear (602), the top of the anoxic transmission rod (613) passes through the top of the first linkage bracket (61) and is fixedly mounted on the second linkage bevel gear (612), and the anoxic transmission rod (613) rotates with the first linkage bracket (61). The first linkage bevel gear (611) and the second linkage bevel gear (612) are meshed with each other, the third linkage bevel gear (614) is fixedly mounted on the bottom of the anoxic transmission rod (613), the bottom of the anoxic transmission rod (613) is rotationally limitedly matched with the top of the second stirring support frame (618), an anoxic stirring rod (616) is rotatably mounted between the second stirring support frame (618) and the first stirring support frame (617), one end of the anoxic stirring rod (616) close to the third linkage bevel gear (614) is fixedly mounted with the fourth linkage bevel gear (615), the fourth linkage bevel gear (615) and the third linkage bevel gear (614) are meshed with each other, and the first stirring support frame (617) is fixedly mounted on the bottom of the inner wall of the sewage treatment tank body (1) and is located between the third partition plate (13) and the second partition plate (12).

9. The integrated sewage treatment device according to claim 6, characterized in that: The filtering coordinated stirring mechanism comprises a filtering linkage frame (62), a first filtering linkage cone gear (621), a driving linkage rod (622), a second filtering linkage cone gear (623), a filtering linkage rod (624), a third filtering linkage cone gear (625), a fourth filtering linkage cone gear (626) and a filtering stirring rod (627); the filtering linkage frame (62) is fixedly mounted on the top of the rear side of the inner wall of the sewage treatment tank (1) and is located at the top of the filtering chamber; the first filtering linkage cone gear (621) is fixedly mounted on one end of the driving linkage rod (622); the driving linkage rod (622) is rotatably mounted on a side of the filtering linkage frame (62) close to the fifth partition plate (15); the second filtering linkage cone gear (623) is fixedly mounted on the top of the filtering linkage rod (624); the top of the filtering linkage rod (624) is rotatably mounted on the filtering linkage frame (62); and the bottom of the filtering linkage rod (624) passes through the sealing bearing from top to bottom in sequence. The filter linkage frame (62) and the baffle (16) extend to the quartz sand filter bucket (17), and the sealed bearing ensures that the filter linkage rod (624) and the top of the quartz sand filter bucket (17) can rotate smoothly. Both sides of the top of the quartz sand filter bucket (17) are welded with support frames that rotate with the filter stirring rod (627). One end of the filter stirring rod (627) close to the filter linkage rod (624) is fixedly installed with the fourth filter linkage cone gear (626). The filter linkage bevel gear (625) is fixedly mounted on the surface of the filter linkage rod (624) and is located on one side of the fourth filter linkage bevel gear (626); the third filter linkage bevel gear (625) and the fourth filter linkage bevel gear (626) are meshed with each other; the first filter linkage bevel gear (621) and the second filter linkage bevel gear (623) are meshed with each other; and the side of the drive linkage rod (622) close to the third coordinated bevel gear (603) is fixedly mounted with the third coordinated bevel gear (603).

10. The integrated sewage treatment device according to claim 4, characterized in that: The swing angle adjustment unit comprises an adjustment block (521), a threaded rod (522) and a knob (523); the adjustment block (521) is slidably mounted inside the driving disk (52); the threaded rod (522) is threadably connected to the inner portion of the adjustment block (521); the knob (523) is fixedly mounted on one end of the threaded rod (522) away from the adjustment block (521); the end of the threaded rod (522) away from the adjustment block (521) is rotationally engaged with the driving disk (52) via a retaining spring; and a side of the adjustment block (521) close to the driving arm (51) is slidably engaged with the inner portion of the driving arm (51).

Citation Information

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