A flocculation clarification wastewater treatment system for wastewater treatment

By introducing aeration components, floating solids treatment components, and sedimentation components into the wastewater treatment system, the problems of poor aeration effect and untimely treatment of suspended solids in wastewater treatment are solved, achieving rapid sedimentation and efficient separation, and improving wastewater treatment efficiency.

CN117023748BActive Publication Date: 2025-11-14ZAOZHUANG GUOHUI SEWAGE TREATMENT CO LTD
View PDF 4 Cites 0 Cited by

Patent Information

Application Number
CN202311228655.X
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-09-21
Publication Date
2025-11-14
Estimated Expiration
2043-09-21

AI Technical Summary

Technical Problem

Existing wastewater treatment systems suffer from poor aeration during flocculation and sedimentation, resulting in untimely treatment of suspended solids, low treatment efficiency, long sedimentation time, and wasted time.

Method used

A wastewater treatment system including a flocculation tank and a sedimentation tank was designed. It is equipped with an aeration component, a floating solids treatment component, a sedimentation treatment component, and a sedimentation mixing component. The aeration and mixing are driven by a motor and an air generator. The floating solids treatment component and the sedimentation treatment component are used to quickly treat floating solids and sediments. Combined with the sedimentation filtration component, the wastewater and sediments are separated.

Benefits of technology

It improves the aeration effect of sewage treatment, promotes oxygen transfer and microbial reaction, prevents suspended solids from settling, and enables rapid treatment of floating and sedimentary matter, thereby improving the efficiency and effectiveness of sewage treatment.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN117023748B_ABST
    Figure CN117023748B_ABST
Patent Text Reader

Abstract

This invention relates to the field of wastewater treatment technology and discloses a flocculation and clarification wastewater treatment system for wastewater treatment, including a flocculation tank and a sedimentation tank. The flocculation tank includes an aeration component and a floating matter treatment component; the sedimentation tank includes a sedimentation treatment component, a sedimentation stirring component, and a sedimentation filtration component. This invention, by setting up an aeration component, utilizes a first motor to drive a T-tube to rotate via a transmission rod. A limiting roller meshes with a reciprocating spiral groove, allowing the T-tube to move up and down during rotation. Simultaneously, an air generator produces gas that enters the rotating sleeve through an air inlet pipe, then enters the T-tube through an air inlet hole, and exits through the aeration holes of the aeration pipe, thus agitating and aerating the wastewater.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] This invention relates to the field of wastewater treatment technology, specifically to a flocculation clarification wastewater treatment system for wastewater treatment. Background Technology

[0002] Wastewater treatment is the process of purifying wastewater to meet the water quality requirements for discharge into a water body or for reuse. It is widely used in various fields such as construction, agriculture, transportation, energy, petrochemicals, environmental protection, urban landscaping, healthcare, and catering, and is increasingly becoming a part of everyday life. Wastewater treatment systems require flocculation and clarification, thus necessitating the use of flocculation and clarification equipment. However, the following problems still exist in wastewater flocculation and sedimentation treatment:

[0003] The aeration effect is poor during the flocculation process of sewage, and the sewage cannot be fully aerated, which reduces the treatment effect of sewage aeration. Suspended solids will appear on the surface of the sewage during sewage aeration, and the inability to treat the suspended solids on the surface of the sewage in time will lead to low efficiency in the sewage treatment process. When the sewage is settled, the flocculents cannot be settled quickly, which takes a long time and is inconvenient to treat the sediment in time, thus wasting sewage treatment time. Summary of the Invention

[0004] The purpose of this invention is to provide a flocculation clarification wastewater treatment system for wastewater treatment, so as to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, the present invention provides the following technical solution:

[0006] A flocculation clarification wastewater treatment system for wastewater treatment includes a flocculation tank and a sedimentation tank. A first inlet pipe and a first outlet pipe connected to the inner wall of the flocculation tank are respectively installed on both sides of the flocculation tank. A second inlet pipe and a second outlet pipe connected to the inside of the sedimentation tank are respectively installed on both sides of the sedimentation tank. A first liquid pump is provided between the first outlet pipe and the second inlet pipe.

[0007] The flocculation box includes:

[0008] An aeration component is installed inside the flocculation box. The aeration component is driven by a first motor and an air generator to generate gas for stirring and aeration.

[0009] A floating matter treatment component is installed on one side of the top of the flocculation tank. The floating matter treatment component performs floating and circulating flushing treatment by setting a first pontoon and a second pontoon.

[0010] The settling tank includes:

[0011] A sedimentation treatment component is installed inside a sedimentation tank. The sedimentation treatment component is driven by a third liquid pump and a third motor to quickly circulate and discharge the mixture of sediment and sewage.

[0012] A sedimentation and stirring assembly is installed inside the sedimentation tank. The sedimentation and stirring assembly uses a stirring rod to quickly mix the wastewater and the sedimentation agent, so that the sediment can be formed quickly.

[0013] The sedimentation and filtration assembly is installed inside the sedimentation tank. The sedimentation and filtration assembly isolates the sediment by installing sedimentation filter plates through a water baffle box, preventing the sediment from flowing out with the treated wastewater.

[0014] Optionally, the first motor and the air generator are both fixedly installed on the top of the flocculation box. The aeration assembly includes a rotating base and a rotating sleeve. A T-tube is movably installed between the rotating base and the rotating sleeve. A reciprocating spiral groove is opened on the inner side of the rotating base. A limiting roller is rotatably connected to one side of the bottom of the T-tube. A transmission rod is slidably connected to the inner side of the top of the T-tube. An air inlet pipe is fixedly connected to one side of the rotating sleeve. Several air inlet holes are opened on the top of the T-tube. Aeration pipes are fixedly connected to both sides of the middle part of the T-tube. Several aeration holes are opened on both the upper and lower sides of the aeration pipes. A sealing ring and a fixing ring are fixedly installed on the inner side of the bottom of the rotating sleeve.

[0015] Optionally, the rotating base is fixedly installed at the bottom axis of the inner side of the flocculation box, the rotating sleeve is fixedly installed at the top axis of the inner side of the flocculation box, one end of the T-tube is rotatably connected to the inside of the rotating base, the other end of the T-tube is rotatably connected to the inside of the rotating sleeve, the limiting roller is slidably connected to the inside of the reciprocating spiral groove, one end of the transmission rod is fixedly installed at one end of the output shaft of the first motor, one end of the air inlet pipe is matched with the output end of the air generator, the other end of the air inlet pipe is connected to the inside of the rotating sleeve, one end of the aeration pipe is connected to the inside of the T-tube, the fixing ring is fixedly installed on the bottom inner side of the rotating sleeve by setting bolts, and the fixing ring abuts against the top of the sealing ring, and the sealing ring is sleeved on the outer wall of the T-tube.

[0016] Optionally, both the first and second pontoons are fixedly installed on one side of the top of the flocculation tank, with one side of the first pontoon connected to the interior of the flocculation tank, and the interior of the first and second pontoons.

[0017] Optionally, the floating object treatment assembly includes a first rotating roller and a second rotating roller, which are rotatably connected to the inner side of the first buoy and the inner side of the top of the second buoy, respectively. A rotating belt is movably installed on the outer wall of the first and second rotating rollers, and a plurality of filter plates are fixedly installed on the outer wall of the rotating belt. A second motor is fixedly installed on the outer wall of the second buoy, and the output end of the second motor matches one end of the rotating shaft of the second rotating roller. A first circulation pipe is fixedly connected to one side of the bottom of the second buoy, and a second liquid pump is fixedly installed at one end of the first circulation pipe. A spray pipe is fixedly installed at the output end of the second liquid pump. A net cage is slidably connected to the middle of the second buoy.

[0018] Optionally, one end of the rotating belt is located at the top of the cage, one end of the first circulation pipe is connected to the inner side of the bottom of the second float, the other end of the first circulation pipe is matched with the suction end of the second liquid pump, and the output end of the spray pipe is located at the top of one end of the rotating belt.

[0019] Optionally, the sedimentation treatment assembly includes a second circulation pipe and a conveying pipe. One end of the second circulation pipe is connected to the inner bottom of the sedimentation tank. The third liquid pump is fixedly installed at one end of the second circulation pipe. One end of the second circulation pipe is matched with the suction end of the third liquid pump. The output end of the third liquid pump is fixedly installed with the third circulation pipe. A conveying screw is rotatably connected inside the conveying pipe. A circulation port is opened at the top of one end of the conveying pipe. A reflux filter plate is fixedly installed at the end of the conveying pipe near the inside of the sedimentation tank. A sewage outlet is opened on the side wall of the end of the conveying pipe away from the sedimentation tank. One end of the conveying screw is matched with one end of the output shaft of the third motor. The output end of the conveying pipe is located inside the circulation port.

[0020] Optionally, the sedimentation stirring assembly includes a driving gear, a fixed frame, and a driven gear. The driving gear is fixedly installed at one end of the conveying screw shaft, the fixed frame is fixedly installed inside one side of the sedimentation tank, the driven gear is fixedly installed at one end of the stirring rod, one end of the stirring rod is rotatably connected to the bottom of the sedimentation tank, and the other end of the stirring rod is rotatably connected to the inside of the fixed frame. The driving gear and the driven gear mesh.

[0021] Optionally, the sedimentation and filtration assembly includes an installation groove, which is located on one side of the water baffle. The sedimentation filter plate is fixedly installed inside the installation groove, and the water baffle is fixedly installed at the connection between the second outlet pipe and the sedimentation tank.

[0022] A process for a flocculation clarification wastewater treatment system for wastewater treatment specifically includes the following steps:

[0023] Step 1: First, the sewage is discharged into the flocculation tank through the first inlet pipe. When the sewage reaches a certain height, the first motor and air generator start working. The first motor drives the T-tube to rotate through the transmission rod. The limiting roller meshes with the reciprocating spiral groove, so that the T-tube can move up and down while rotating. At the same time, the gas generated by the air generator enters the rotating sleeve through the air inlet pipe, then enters the T-tube through the air inlet hole, and then is discharged through the aeration hole of the aeration pipe to stir and aerate the sewage.

[0024] Step 2: During the aeration process, some sludge will float to the surface of the wastewater. The floating sludge enters the first floating box through the connection between the first floating box and the flocculation box. The floating sludge floats on the surface of the first floating box. At this time, the second motor drives the second rotating roller to rotate, which in turn drives the rotating belt to rotate. Then, the filter plate is used to transport the floating sludge to the top of the net box. At the same time, the second liquid pump uses the first circulation pipe to draw the wastewater from the bottom of the net box in the second floating box, and then sprays it out through the spray pipe to flush the filter plate, so that the floating sludge transported on the filter plate falls into the net box for unified collection.

[0025] Step 3: The aerated wastewater is then pumped through the first liquid pump at one end of the first outlet pipe and discharged into the sedimentation tank through the second inlet pipe. During sedimentation, sediment is generated in the sedimentation tank. At this point, the third liquid pump operates, using the second circulation pipe to pump out the mixture of sediment and wastewater. This mixture is then discharged into the conveying pipe through the third circulation pipe and circulation port. A return filter plate is used to separate the sediment from the wastewater. The sediment remains in the conveying pipe, and the third motor drives the conveying screw to rotate, causing the top of the sedimentation tank conveying pipe to move, finally discharging it from the discharge port.

[0026] Step 4: While the sediment is being circulated and discharged, the shaft of the conveying screw will drive the drive gear to rotate. Then, the drive gear meshes with the driven gear, which will drive the stirring rod to rotate, stirring the sewage and precipitating agent inside the sedimentation tank, so that the sewage and precipitating agent are better mixed.

[0027] Step 5; Finally, the wastewater after sedimentation is filtered again through the sedimentation filter plate installed on the baffle tank, and then discharged through the second outlet pipe.

[0028] The present invention has at least the following beneficial effects:

[0029] (1) This scheme sets up an aeration component. Specifically, the first motor and the air generator work. The first motor drives the T-tube to rotate through the transmission rod. The limit roller meshes with the reciprocating spiral groove, so that the T-tube can move up and down while rotating. At the same time, the gas generated by the air generator enters the rotating sleeve through the air inlet pipe, then enters the T-tube through the air inlet hole, and then is discharged through the aeration hole of the aeration pipe to agitate and aerate the sewage. Agitation at the same time as aeration effectively promotes the contact between oxygen and microorganisms in the water, improves the oxygen transfer rate and the biochemical reaction rate of the wastewater. At the same time, agitation can also prevent sludge, sediment and other substances from depositing and accumulating in the sewage, maintain the uniform distribution of suspended solids in the sewage, and improve the sewage treatment effect.

[0030] (2) This solution sets up a floating object treatment component. Specifically, the floating object enters the first floating box through the connection between the first floating box and the flocculation box. The floating object floats on the surface of the first floating box. At this time, the second motor drives the second rotating roller to rotate, thereby driving the rotating belt to rotate. Then, the filter plate is used to transport the floating dirt to the top of the net box. At the same time, the second liquid pump uses the first circulation pipe to draw the sewage from the bottom of the net box in the second floating box, and then sprays it out through the spray pipe to flush the filter plate, so that the floating dirt transported on the filter plate falls into the net box for unified collection, which facilitates the treatment of the floating dirt.

[0031] (3) This scheme sets up a sedimentation treatment component. During the sedimentation process, sediment is generated in the sedimentation tank. At this time, the third liquid pump works and uses the second circulation pipe to draw out the mixture of sediment and sewage. Then, it is discharged into the conveying pipe through the third circulation pipe and circulation port. At this time, the return filter plate is used to filter and separate the sediment and sewage. The sediment remains in the conveying pipe. The third motor drives the conveying screw to rotate, so that the top of the sedimentation tank conveying pipe moves and is finally discharged from the sewage outlet, which facilitates the rapid separation of sediment from the treated sewage.

[0032] (4) This solution sets up a sedimentation stirring component. Specifically, while the sediment is being circulated and discharged, the shaft of the conveying screw will drive the drive gear to rotate. Then the drive gear meshes with the driven gear, which will drive the stirring rod to rotate, stirring the sewage and sedimentation agent inside the sedimentation tank, so that the sewage and sedimentation agent are better mixed and the sewage treatment efficiency is improved.

[0033] (5) This solution sets up a sedimentation and filtration component. Specifically, the wastewater after sedimentation is filtered again by the sedimentation filter plate installed on the water baffle and then discharged through the second outlet pipe. This can completely separate the wastewater and sediment, prevent the discharged water from being mixed with sediment, and improve the wastewater treatment effect. Attached Figure Description

[0034] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0035] Figure 1 This is a schematic diagram of the structure of the present invention;

[0036] Figure 2 This is a front view of the present invention;

[0037] Figure 3 This is an assembly diagram of the aeration component of the present invention;

[0038] Figure 4 This is a schematic diagram of the connection structure between the rotating base and the T-tube of the present invention;

[0039] Figure 5 This is a partial sectional view of the side of the floating object handling component of the present invention;

[0040] Figure 6 This is an assembly diagram of one side of the floating object handling component of the present invention;

[0041] Figure 7 This is an external assembly drawing of the sedimentation tank of the present invention;

[0042] Figure 8 This is a partial side cross-sectional view of the sedimentation treatment component and sedimentation stirring component of the present invention;

[0043] Figure 9 This is an exploded view of the sedimentation and filtration component structure of the present invention.

[0044] The attached diagram lists the components represented by each number as follows:

[0045] 1. Flocculation tank; 101. First inlet pipe; 102. First outlet pipe; 103. First liquid pump; 2. Sedimentation tank; 201. Second inlet pipe; 202. Second outlet pipe; 301. Rotating base; 302. Rotating sleeve; 303. T-tube; 304. Reciprocating spiral groove; 305. Limiting roller; 306. First motor; 307. Transmission rod; 308. Air generator; 309. Air inlet pipe; 310. Air inlet hole; 311. Aeration pipe; 312. Aeration hole; 313. Sealing ring; 314. Fixing ring; 401. First float box; 402. Second float box; 403. First rotating roller; 404. Second rotating roller; 405. Rotating belt; 406. Filter plate; 407. Second motor; 408. First circulation pipe; 409. Second liquid pump; 410. Spray pipe; 411. Filter box; 501. Second circulation pipe; 502. Third liquid pump; 503. Third circulation pipe; 504. Conveying pipe; 505. Third motor; 506. Conveying screw; 507. Circulation port; 508. Return filter plate; 509. Sewage outlet; 601. Drive gear; 602. Fixing frame; 603. Stirring rod; 604. Driven gear; 701. Water baffle; 702. Mounting groove; 703. Sedimentation filter plate. Implementation

[0046] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0047] Please see Figures 1-9 The present invention provides a flocculation clarification wastewater treatment system for wastewater treatment, including a flocculation box 1 and a sedimentation box 2. A first inlet pipe 101 and a first outlet pipe 102 connected to the inner wall of the flocculation box 1 are respectively installed on both sides of the flocculation box 1. A second inlet pipe 201 and a second outlet pipe 202 connected to the interior of the sedimentation box 2 are respectively installed on both sides of the sedimentation box 2. A first liquid pump 103 is arranged between the first outlet pipe 102 and the second inlet pipe 201.

[0048] Flocculation box 1 includes:

[0049] An aeration component is installed inside the flocculation box 1. The aeration component is driven by a first motor 306 and an air generator 308 to generate gas for stirring and aeration.

[0050] A floating debris treatment component is set on one side of the top of the flocculation tank 1. The floating debris treatment component performs floating and circulating flushing treatment of floating debris by setting a first float box 401 and a second float box 402.

[0051] Sedimentation tank 2 includes:

[0052] The sedimentation treatment component is installed inside the sedimentation tank 2. The sedimentation treatment component is driven by a third liquid pump 502 and a third motor 505 to quickly circulate and discharge the mixture of sediment and sewage.

[0053] The sedimentation and stirring assembly is installed inside the sedimentation tank 2. The sedimentation and stirring assembly uses a stirring rod 603 to quickly mix the sewage and sedimentation agent, so that the sediment can be generated quickly.

[0054] The sedimentation and filtration assembly is installed inside the sedimentation tank 2. The sedimentation and filtration assembly is equipped with sedimentation filter plates 703 through a water baffle 701 to isolate the sediment and prevent the sediment from flowing out with the treated wastewater.

[0055] In some embodiments, see Figure 1 , Figure 2 , Figure 3 , Figure 4The first motor 306 and the air generator 308 are both fixedly installed on the top of the flocculation box 1. The aeration assembly includes a rotating base 301 and a rotating sleeve 302. A T-tube 303 is movably installed between the rotating base 301 and the rotating sleeve 302. A reciprocating spiral groove 304 is opened on the inner side of the rotating base 301. A limiting roller 305 is rotatably connected to one side of the bottom of the T-tube 303. A transmission rod 307 is slidably connected to the inner side of the top of the T-tube 303. An air inlet pipe 309 is fixedly connected to one side of the rotating sleeve 302. Several air inlets 310 are opened on the top of the T-tube 303. Aeration pipes 31 are fixedly connected to both sides of the middle part of the T-tube 303. 1. The aeration pipe 311 has several aeration holes 312 on both the upper and lower sides. A sealing ring 313 and a fixing ring 314 are fixedly installed on the inner bottom of the rotating sleeve 302. The rotating base 301 is fixedly installed at the bottom axis of the inner side of the flocculation box 1. The rotating sleeve 302 is fixedly installed at the top axis of the inner side of the flocculation box 1. One end of the T-shaped pipe 303 is rotatably connected to the inside of the rotating base 301, and the other end of the T-shaped pipe 303 is rotatably connected to the inside of the rotating sleeve 302. The limiting roller 305 is slidably connected to the inside of the reciprocating spiral groove 304. One end of the transmission rod 307 is fixedly installed at one end of the output shaft of the first motor 306, and one end of the air inlet pipe 309 is fixedly installed at... Matching the output of the air generator 308, the other end of the air inlet pipe 309 is connected to the inside of the rotating sleeve 302, and one end of the aeration pipe 311 is connected to the inside of the T-tube 303. The fixing ring 314 is fixedly installed on the inner side of the bottom of the rotating sleeve 302 by bolts, and the fixing ring 314 abuts against the top of the sealing ring 313, which is fitted onto the outer wall of the T-tube 303. A first motor 306 and an air generator 308 are used to drive and generate air for aeration. The transmission rod 307 at the output of the first motor 306 can drive the T-tube 303 to rotate, and then the limiting roller 3 is set. The T-tube 303 is equipped with a reciprocating spiral groove 304 and a limiting roller 305 that meshes with the reciprocating spiral groove 304. This allows the T-tube 303 to move up and down between the rotating base 301 and the rotating sleeve 302 while rotating. The air generator 308 generates gas, which is then connected to the rotating sleeve 302 via an air inlet pipe 309. The air enters the rotating sleeve 302 through the air inlet 309 and then enters the T-tube 303 through the air inlet 310. Finally, the gas is discharged through the aeration holes 312 of the aeration pipe 311, thus agitating and aerating the wastewater.

[0056] In some embodiments, see Figure 1 , Figure 2 , Figure 5 , Figure 6The first pontoon 401 and the second pontoon 402 are both fixedly installed on one side of the top of the flocculation tank 1. One side of the first pontoon 401 is connected to the interior of the flocculation tank 1. Inside the first pontoon 401 and the second pontoon 402, the floating matter treatment assembly includes a first rotating roller 403 and a second rotating roller 404. The first rotating roller 403 and the second rotating roller 404 are rotatably connected to the inner side of the first pontoon 401 and the inner side of the top of the second pontoon 402, respectively. A rotating belt 405 is movably installed on the outer wall of the first rotating roller 403 and the second rotating roller 404. Several rotating belts are fixedly installed on the outer wall of the rotating belt 405. A filter baffle 406 is installed. A second motor 407 is fixedly installed on the outer wall of the second float box 402. The output end of the second motor 407 matches one end of the shaft of the second roller 404. A first circulation pipe 408 is fixedly connected to one side of the bottom of the second float box 402. A second liquid pump 409 is fixedly installed at one end of the first circulation pipe 408. A spray pipe 410 is fixedly installed at the output end of the second liquid pump 409. A mesh box 411 is slidably connected to the middle of the second float box 402. One end of the rotating belt 405 is located at the top of the mesh box 411. One end of the first circulation pipe 408 is connected to the bottom of the second float box 402. The inner sides are connected, and the other end of the first circulation pipe 408 matches the suction end of the second liquid pump 409. The output end of the spray pipe 410 is located at the top of one end of the rotating belt 405. A first float box 401 and a second float box 402 are provided. A first roller 403 and a second roller 404 for driving the rotating belt 405 to rotate are installed inside the first float box 401 and the second float box 402. The second motor 407 drives the second roller 404 to rotate, which in turn drives the rotating belt 405 to rotate. Then, the filter baffle 40 installed on the rotating belt 405 is used to rotate the belt. 6. The floating debris is transported to the net box 411 installed inside the second float box 402. At the same time, the second liquid pump 409 will work, using the first circulation pipe 408 to draw out the sewage from the bottom of the net box 411 inside the second float box 402, and then spray it out through the spray pipe 410 to flush the filter plate 406, so that the floating debris transported on the filter plate 406 falls into the net box 411 for unified collection. In addition, during the circulation flushing process, the fluidity of the sewage surface is increased, so that the floating debris can flow to the inside of the first float box 401 more quickly.

[0057] In some embodiments, see Figure 1 , Figure 2 , Figure 7 , Figure 8The sedimentation treatment assembly includes a second circulation pipe 501 and a conveying pipe 504. One end of the second circulation pipe 501 is connected to the inner bottom of the sedimentation tank 2. A third liquid pump 502 is fixedly installed at one end of the second circulation pipe 501, and the suction end of the second circulation pipe 501 is matched with the suction end of the third liquid pump 502. A third circulation pipe 503 is fixedly installed at the output end of the third liquid pump 502. A conveying screw 506 is rotatably connected inside the conveying pipe 504. A circulation port 507 is opened at the top of one end of the conveying pipe 504. A return filter plate 508 is fixedly installed at the end of the conveying pipe 504 near the inside of the sedimentation tank 2. A drain port 509 is opened on the side wall of the end of the conveying pipe 504 away from the sedimentation tank 2. One end of the conveying screw 506 is matched with one end of the output shaft of the third motor 505. The output end of the conveying pipe 504 is located inside the circulation port 507. A third liquid pump 502 and a conveying pipe 504 equipped with a conveying screw 506 are installed. During the sedimentation process, sediment is generated in the sedimentation tank 2. At this time, the third liquid pump 502 works. Through the second circulation pipe 501 and the third circulation pipe 503, the third liquid pump 502 can use the second circulation pipe 501 to draw out the mixture of sediment and sewage. Then, it is discharged into the conveying pipe 504 through the circulation port 507 opened at one end of the third circulation pipe 503. At this time, it can be filtered by the return filter plate 508 installed at one end of the conveying pipe 504 to separate the sediment and sewage. The sediment remains in the conveying pipe 504. Then, the third motor 505 drives the conveying screw 506 to rotate, causing the top of the sedimentation tank conveying pipe 504 to move. Finally, it is discharged from the sewage outlet 509.

[0058] In some embodiments, see Figure 8 The sedimentation and stirring assembly includes a drive gear 601, a fixed frame 602, and a driven gear 604. The drive gear 601 is fixedly installed at one end of the shaft of the conveying screw 506, the fixed frame 602 is fixedly installed inside one side of the sedimentation tank 2, and the driven gear 604 is fixedly installed at one end of the stirring rod 603. One end of the stirring rod 603 is rotatably connected to the bottom of the inner side of the sedimentation tank 2, and the other end of the stirring rod 603 is rotatably connected to the inner side of the fixed frame 602. The drive gear 601 and the driven gear 604 mesh with each other. By setting the stirring rod 603, the shaft of the conveying screw 506 will drive the drive gear 601 to rotate during operation. Then, the drive gear 601 and the driven gear 604 will mesh, driving the stirring rod 603 to rotate, stirring the sewage and sedimentation agent inside the sedimentation tank 2, so that the sewage and sedimentation agent are better mixed.

[0059] In some embodiments, see Figure 9The sedimentation and filtration assembly includes an installation groove 702, which is located on one side of the water baffle 701. The sedimentation filter plate 703 is fixedly installed inside the installation groove 702. The water baffle 701 is fixedly installed at the connection between the second outlet pipe 202 and the sedimentation tank 2. After sedimentation, the wastewater is filtered again through the sedimentation filter plate 703 installed on the water baffle 701 and then discharged through the second outlet pipe 202, which can completely separate the wastewater and sediment.

[0060] The working process and principle of this invention are as follows: In use, wastewater is first discharged into the flocculation tank 1 through the first inlet pipe 101. When the wastewater reaches a certain height, the first motor 306 and the air generator 308 operate. The first motor 306 drives the T-tube 303 to rotate via the transmission rod 307. The limiting roller 305 engages with the reciprocating spiral groove 304, allowing the T-tube 303 to move up and down while rotating. Simultaneously, the gas generated by the air generator 308 enters the rotating sleeve 302 through the air inlet pipe 309, then enters the T-tube 303 through the air inlet hole 310, and finally passes through the aeration holes 31 of the aeration pipe 311. 2. The wastewater is discharged and aerated. During aeration, impurities will float to the surface. These floating impurities enter the first float box 401 through the connection between the first float box 401 and the flocculation box 1. The floating impurities float on the surface of the first float box 401. At this time, the second motor 407 drives the second roller 404 to rotate, thereby driving the rotating belt 405 to rotate. Then, the filter baffle 406 transports the floating impurities to the top of the mesh box 411. Simultaneously, the second liquid pump 409 uses the first circulation pipe 408 to draw wastewater from the bottom of the mesh box 411 in the second float box 402, and then sprays it out through the spray pipe 410 to flush the filter baffle 406, causing the filter baffle 406 to become flushed. Floating debris transported on the 6th conveyor falls into the net cage 411 for unified collection. The aerated wastewater is then pumped through the first liquid pump 103 at one end of the first outlet pipe 102 and discharged into the sedimentation tank 2 via the second inlet pipe 201 for chemical sedimentation. During sedimentation, sediment is generated in the sedimentation tank 2. At this time, the third liquid pump 502 operates, using the second circulation pipe 501 to pump out the mixture of sediment and wastewater. This mixture is then discharged into the conveying pipe 504 through the third circulation pipe 503 and circulation port 507. Here, the return filter plate 508 filters the sediment and wastewater, separating the sediment. The sediment remains in the conveying pipe. Inside pipe 504, the third motor 505 drives the conveying screw 506 to rotate, causing the top of the sedimentation tank conveying pipe 504 to move and finally discharge from the sewage outlet 509. At the same time, while the sediment is being circulated and discharged, the shaft of the conveying screw 506 will drive the drive gear 601 to rotate. Then, the drive gear 601 meshes with the driven gear 604, which will drive the stirring rod 603 to rotate, stirring the sewage and sedimentation agent inside the sedimentation tank 2, so that the sewage and sedimentation agent are better mixed. Finally, the sewage after sedimentation is filtered again through the sedimentation filter plate 703 installed on the baffle tank 701, and then discharged from the second outlet pipe 202.

[0061] It should be noted that, in this document, relational terms such as "first" and "second" are used only to distinguish one entity or operation from another, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Furthermore, the terms "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such process, method, article, or apparatus.

[0062] Although embodiments of the invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A flocculation and clarification wastewater treatment system for wastewater treatment, characterized in that, The system includes a flocculation tank (1) and a sedimentation tank (2). The flocculation tank (1) is equipped with a first inlet pipe (101) and a first outlet pipe (102) that are connected to the inner wall of the flocculation tank (1) on both sides. The sedimentation tank (2) is equipped with a second inlet pipe (201) and a second outlet pipe (202) that are connected to the inside of the sedimentation tank (2) on both sides. A first liquid pump (103) is provided between the first outlet pipe (102) and the second inlet pipe (201). The flocculation box (1) includes: An aeration component is installed inside the flocculation box (1). The aeration component is driven by a first motor (306) and an air generator (308) to generate gas for stirring and aeration. A floating object treatment component is set on one side of the top of the flocculation box (1). The floating object treatment component performs floating and circulating flushing treatment of floating objects by setting a first float box (401) and a second float box (402). The settling tank (2) includes: The sedimentation treatment component is installed inside the sedimentation tank (2). The sedimentation treatment component is driven by a third liquid pump (502) and a third motor (505) to quickly circulate and discharge the mixture of sediment and sewage. The sedimentation stirring assembly is installed inside the sedimentation tank (2). The sedimentation stirring assembly uses a stirring rod (603) to stir and quickly mix the sewage and sedimentation agent, so that the sediment can be generated quickly. The sedimentation and filtration assembly is installed inside the sedimentation tank (2). The sedimentation and filtration assembly uses a water baffle (701) to install sedimentation filter plates (703) to isolate the sediment and prevent the sediment from flowing out with the treated wastewater. The floating object handling assembly includes a first rotating roller (403) and a second rotating roller (404). The first rotating roller (403) and the second rotating roller (404) are rotatably connected to the inner side of the first float box (401) and the inner top of the second float box (402), respectively. A rotating belt (405) is movably installed on the outer wall of the first rotating roller (403) and the second rotating roller (404). A plurality of filter baffles (406) are fixedly installed on the outer wall of the rotating belt (405). The second float box (402) A second motor (407) is fixedly installed on the outer wall. The output end of the second motor (407) is matched with one end of the shaft of the second roller (404). A first circulation pipe (408) is fixedly connected to one side of the bottom of the second float (402). A second liquid pump (409) is fixedly installed at one end of the first circulation pipe (408). A spray pipe (410) is fixedly installed at the output end of the second liquid pump (409). A net box (411) is slidably connected to the middle of the second float (402). One end of the rotating belt (405) is located at the top of the net cage (411), one end of the first circulation pipe (408) is connected to the inner side of the bottom of the second float (402), the other end of the first circulation pipe (408) is matched with the suction end of the second liquid pump (409), and the output end of the spray pipe (410) is located at the top of one end of the rotating belt (405). The sedimentation treatment assembly includes a second circulation pipe (501) and a conveying pipe (504). One end of the second circulation pipe (501) is connected to the inner bottom of the sedimentation tank (2). The third liquid pump (502) is fixedly installed at one end of the second circulation pipe (501). One end of the second circulation pipe (501) is matched with the suction end of the third liquid pump (502). The output end of the third liquid pump (502) is fixedly installed with a third circulation pipe (503). The conveying pipe (504) is rotatably connected with a conveying screw (506). A circulation port (507) is opened at the top of one end of the conveying pipe (504). A return filter plate (508) is fixedly installed at one end of the conveying pipe (504) near the inside of the sedimentation tank (2). A drain port (509) is opened on the side wall of the conveying pipe (504) away from the sedimentation tank (2). One end of the conveying screw (506) is matched with one end of the output shaft of the third motor (505). The sedimentation stirring assembly includes a driving gear (601), a fixed frame (602), and a driven gear (604). The driving gear (601) is fixedly installed at one end of the conveying screw (506) shaft. The fixed frame (602) is fixedly installed on one side inside the sedimentation tank (2). The driven gear (604) is fixedly installed at one end of the stirring rod (603). One end of the stirring rod (603) is rotatably connected to the bottom inside the sedimentation tank (2), and the other end of the stirring rod (603) is rotatably connected to the inside of the fixed frame (602). The driving gear (601) and the driven gear (604) mesh with each other.

2. The flocculation and clarification wastewater treatment system for wastewater treatment according to claim 1, characterized in that: The first motor (306) and air generator (308) are both fixedly installed on the top of the flocculation box (1). The aeration assembly includes a rotating base (301) and a rotating sleeve (302). A T-tube (303) is movably installed between the rotating base (301) and the rotating sleeve (302). A reciprocating spiral groove (304) is opened on the inner side of the rotating base (301). A limiting roller (305) is rotatably connected to one side of the bottom of the T-tube (303). A transmission rod (307) is slidably connected to the inner side of the top of the rotating sleeve (302). An air inlet pipe (309) is fixedly connected to one side of the rotating sleeve (302). Several air inlets (310) are opened at the top of the T-tube (303). An aeration pipe (311) is fixedly connected to both sides of the middle part of the T-tube (303). Several aeration holes (312) are opened on both the upper and lower sides of the aeration pipe (311). A sealing ring (313) and a fixing ring (314) are fixedly installed on the inner side of the bottom of the rotating sleeve (302).

3. The flocculation and clarification wastewater treatment system for wastewater treatment according to claim 2, characterized in that: The rotating base (301) is fixedly installed at the bottom axis of the inner side of the flocculation box (1), the rotating sleeve (302) is fixedly installed at the top axis of the inner side of the flocculation box (1), one end of the T-tube (303) is rotatably connected to the inside of the rotating base (301), and the other end of the T-tube (303) is rotatably connected to the inside of the rotating sleeve (302), the limiting roller (305) is slidably connected to the inside of the reciprocating spiral groove (304), and one end of the transmission rod (307) is fixedly installed on the first motor (306) output. At one end of the output shaft, one end of the air inlet pipe (309) is matched with the output end of the air generator (308), and the other end of the air inlet pipe (309) is connected to the inside of the rotating sleeve (302). One end of the aeration pipe (311) is connected to the inside of the T-tube (303). The fixing ring (314) is fixedly installed on the inner side of the bottom of the rotating sleeve (302) by setting bolts, and the fixing ring (314) abuts against the top of the sealing ring (313). The sealing ring (313) is sleeved on the outer wall of the T-tube (303).

4. The flocculation and clarification wastewater treatment system for wastewater treatment according to claim 3, characterized in that: The sedimentation and filtration assembly includes an installation groove (702) which is located on one side of the water baffle (701). The sedimentation filter plate (703) is fixedly installed inside the installation groove (702). The water baffle (701) is fixedly installed at the connection between the second water outlet pipe (202) and the sedimentation tank (2).

5. The process of the flocculation clarification wastewater treatment system for wastewater treatment according to claim 4, characterized in that, Includes the following steps: Step 1: Wastewater is discharged into the flocculation box (1) through the first inlet pipe (101). When the wastewater reaches a certain height, the first motor (306) and the air generator (308) start working. The first motor (306) drives the T-tube (303) to rotate through the transmission rod (307). The limiting roller (305) meshes with the reciprocating spiral groove (304), so that the T-tube (303) can move up and down while rotating. At the same time, the gas generated by the air generator (308) enters the rotating sleeve (302) through the air inlet pipe (309), and then enters the T-tube (303) through the air inlet hole (310). Then it is discharged through the aeration hole (312) of the aeration pipe (311) to stir and aerate the wastewater. Step 2: During the aeration process, some sludge floats out of the sewage. The floating sludge enters the first floating box (401) through the connection between the first floating box (401) and the flocculation box (1). The floating sludge floats on the surface of the first floating box (401). At this time, the second motor (407) drives the second rotating roller (404) to rotate, thereby driving the rotating belt (405) to rotate. Then, the filter plate (406) is used to transport the floating sludge to the top of the net box (411). At the same time, the second liquid pump (409) uses the first circulation pipe (408) to draw sewage from the bottom of the net box (411) in the second floating box (402), and then sprays it out through the spray pipe (410) to flush the filter plate (406), so that the floating sludge transported on the filter plate (406) falls into the net box (411) for unified collection. Step 3: After aeration, the wastewater is pumped through the first liquid pump (103) at one end of the first outlet pipe (102) and discharged into the sedimentation tank (2) through the second inlet pipe (201) for sedimentation with added chemicals. During the sedimentation process, sediment is generated in the sedimentation tank (2). At this time, the third liquid pump (502) works and pumps out the mixture of sediment and wastewater through the second circulation pipe (501). Then, it is discharged into the conveying pipe (504) through the third circulation pipe (503) and circulation port (507). At this time, the return filter plate (508) is used for filtration to separate the sediment and wastewater. The sediment remains in the conveying pipe (504). The third motor (505) drives the conveying screw (506) to rotate, so that the sediment moves to the top of the conveying pipe (504) and is finally discharged from the sewage outlet (509). Step 4: While the sediment is being circulated and discharged, the shaft of the conveying screw (506) drives the drive gear (601) to rotate. Then the drive gear (601) meshes with the driven gear (604), driving the stirring rod (603) to rotate, stirring the sewage and precipitating agent inside the sedimentation tank (2), so that the sewage and precipitating agent are better mixed. Step 5: After sedimentation, the wastewater is filtered again through the sedimentation filter plate (703) installed on the water baffle (701), and then discharged through the second outlet pipe (202).

Citation Information

Patent Citations

  • Flocculation clarification sewage treatment equipment for sewage treatment

    CN111422959A

  • Sewage impurity filtering device

    CN114344995A

  • Chimney filtering device convenient to clean

    CN209123564U

  • Cavitation air flotation machine for sewage treatment

    CN218755123U