Quantum resonance deep desalting pretreatment device

Abstract

The utility model relates to the technical field of deep desalting, in particular to a quantum resonance deep desalting pretreatment device, which is characterized in that a water inlet pipe is fixedly mounted above the left side surface of a settling tank, one end of the water inlet pipe extends into the settling tank and is arranged below a filter screen, and a blow-off pipe is fixedly mounted below the left side surface of the settling tank; a water outlet pipe is fixedly mounted on the right side of the second settling tank. According to the quantum resonance deep desalting pretreatment device, sewage enters the lower portion of a filter screen in a settling tank through a water inlet pipe to be subjected to static settlement, the settled sewage needs to be filtered through the filter screen, the filtered sewage is pumped into an oxidation treatment tank through a first water pump, organic matter in the sewage is subjected to oxidation treatment, and the sewage is subjected to secondary treatment through a second water pump; the sewage subjected to oxidation treatment is pumped into a second precipitation tank through a water pump III for secondary precipitation, and the upper-layer sewage can be discharged through a water outlet pipe for subsequent quantum resonance deep desalination.

Description

TECHNICAL FIELD

[0001] The utility model relates to depth desalination technical field, concretely is a quantum resonance depth desalination pretreatment device. BACKGROUND

[0002] Wastewater quantum resonance depth desalination technology involves a variety of advanced physical and chemical methods, aiming to improve the efficiency of wastewater treatment and reduce costs, while reducing environmental pollution. The development and application of these technologies are of great significance for the protection of water resources and effective management of industrial wastewater.

[0003] Before the wastewater is desalted, it also needs to be pretreated to remove the particulate solid impurities in it. Most of the existing pretreatment devices only perform simple sedimentation filtration on the sewage to remove the particulate and flocculent impurities in the sewage, but it is difficult to remove some organic dissolved substances in the sewage, which can easily affect the subsequent quantum resonance depth desalination effect of the wastewater, and it is difficult to meet the use requirements of some factories. UTILITY MODEL CONTENT

[0004] The utility model aims at providing a quantum resonance depth desalination pretreatment device to solve the problems raised in the above background technology.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical scheme:

[0006] A quantum resonance depth desalination pretreatment device, comprising a sedimentation tank, an oxidation treatment tank and a second sedimentation tank, the sedimentation tank and the oxidation treatment tank are connected through a connecting pipe one, the oxidation treatment tank and the second sedimentation tank are connected through a connecting pipe two, the second sedimentation tank and the sedimentation tank are connected through a reflux pipe, water pump one, water pump two and water pump three are respectively arranged on the connecting pipe one, the reflux pipe and the connecting pipe two, a filter screen is fixedly installed inside the sedimentation tank, a water inlet pipe is fixedly installed on the upper left side surface of the sedimentation tank, one end of the water inlet pipe extends into the inside of the sedimentation tank and is arranged below the filter screen, a sewage discharge pipe is fixedly installed below the left side surface of the sedimentation tank, and a water outlet pipe is fixedly installed on the right side surface of the second sedimentation tank.

[0007] An ozone generator is fixedly installed on the upper surface of the oxidation treatment tank, an output end of the ozone generator is fixedly connected with a conveying pipe, one end of the conveying pipe extends into the inside of the oxidation treatment tank and is fixedly installed with an annular aeration pipe, a motor is fixedly installed at the center of the upper surface of the oxidation treatment tank, an output end of the motor is fixedly connected with a connecting shaft, the connecting shaft extends into the inside of the oxidation treatment tank, a sleeve pipe is sleeved on the outer surface of the connecting shaft, two groups of mixing paddles are fixedly installed on the outer surface of the sleeve pipe, and a medicine supplementing pipe is fixedly installed on the upper surface of the oxidation treatment tank.

[0008] Preferably, the left end of connecting pipe one is connected to the upper right side of the sedimentation tank and positioned above the filter screen, the right end of connecting pipe one is positioned on the upper left side of the oxidation treatment tank, the left end of connecting pipe two is positioned on the lower right side of the oxidation treatment tank, the right end of connecting pipe two is positioned on the upper left side of the second sedimentation tank, and the two ends of the reflux pipe are respectively positioned below the sedimentation tank and the second sedimentation tank.

[0009] Preferably, valves are installed inside the inlet pipe, sewage pipe, and outlet pipe.

[0010] Preferably, the aeration ports on the annular aeration pipe face downwards, and the annular aeration pipe is positioned between the two sets of mixing impellers.

[0011] Preferably, a telescopic rod is fixedly connected to the bottom end of the connecting shaft, the telescopic rod is fixedly connected to the bottom wall of the sleeve, a spring is sleeved on the outer surface of the telescopic rod, the top end of the spring is connected to the bottom end of the connecting shaft, the bottom end of the spring is connected to the bottom wall of the sleeve, a connecting rod is fixedly installed on the upper side of the sleeve, a ball is installed at one end of the connecting rod, and a limit ring is fixedly installed inside the oxidation treatment box, with the upper surface of the limit ring abutting against the ball.

[0012] Preferably, limit grooves are provided on both sides of the inner wall of the sleeve, and limit sliders are fixedly installed on both sides of the bottom end of the connecting shaft, with the limit sliders slidably connected to the limit grooves.

[0013] Preferably, the left side of the limiting ring is higher than the right side, and the height difference between the left and right sides of the limiting ring is less than the interval between the mixing impeller and the annular aeration pipe.

[0014] Compared with the prior art, this utility model provides a quantum resonance deep desalination pretreatment device, which has the following beneficial effects:

[0015] 1. In this quantum resonance deep desalination pretreatment device, wastewater enters the sedimentation tank through the inlet pipe and sits below the filter screen for settling. The settled wastewater then needs to be filtered by the filter screen. Because the wastewater is filtered from bottom to top, the sediment is difficult to adhere to the bottom surface of the filter screen due to gravity, which can prevent the filter screen from clogging and affecting its operation. The filtered wastewater is pumped into the oxidation treatment tank by water pump one to oxidize the organic matter in the wastewater. The oxidized wastewater is then pumped into the second sedimentation tank by water pump three for secondary sedimentation. The upper layer of wastewater can be discharged through the outlet pipe for subsequent quantum resonance deep desalination, while the lower layer of wastewater containing sediment can be pumped back into the sedimentation tank by water pump two for further sedimentation and filtration.

[0016] 2. In this quantum resonance deep desalination pretreatment device, when the motor drives the connecting shaft to rotate, the connecting shaft drives the sleeve to rotate through the telescopic rod. The sleeve drives the mixing paddle to rotate, mixing the sewage with ozone. At the same time, the sleeve also drives the rolling ball to rotate on the limiting ring, which will drive the sleeve itself to move up and down, and drive the mixing paddle to move up and down, further improving the mixing effect of the mixing paddle. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the structure of this utility model;

[0018] Figure 2 This is a schematic diagram of the sedimentation tank structure of this utility model;

[0019] Figure 3 This is a schematic diagram of the oxidation treatment box of this utility model;

[0020] Figure 4 This is a schematic diagram of the internal structure of the sleeve of this utility model.

[0021] In the diagram: 1. Sedimentation tank; 2. Oxidation treatment tank; 3. Second sedimentation tank; 4. Inlet pipe; 5. Drain pipe; 6. Connecting pipe one; 7. Water pump one; 8. Return pipe; 9. Water pump two; 10. Connecting pipe two; 11. Water pump three; 12. Outlet pipe; 13. Ozone generator; 14. Delivery pipe; 15. Annular aeration pipe; 16. Motor; 17. Connecting shaft; 18. Limiting ring; 19. Sleeve; 20. Telescopic rod; 21. Spring; 22. Connecting rod; 23. Ball bearing; 24. Filter screen; 25. Mixing paddle; 26. Chemical replenishment pipe. Detailed Implementation

[0022] Please see Figures 1-4A quantum resonance deep desalination pretreatment device includes a sedimentation tank 1, an oxidation treatment tank 2, and a second sedimentation tank 3. Sedimentation tank 1 and oxidation treatment tank 2 are connected by a connecting pipe 6, oxidation treatment tank 2 and second sedimentation tank 3 are connected by a connecting pipe 10, and second sedimentation tank 3 and sedimentation tank 1 are connected by a return pipe 8. Water pumps 7, 9, and 11 are respectively installed on connecting pipes 6, 8, and 10. A filter screen 24 is fixedly installed inside sedimentation tank 1. An inlet pipe 4 is fixedly installed on the upper left side of sedimentation tank 1, with one end extending into the interior of sedimentation tank 1 and positioned below the filter screen 24. A drain pipe 5 is fixedly installed on the lower left side of sedimentation tank 1. A drain pipe 5 is fixedly installed on the right side of second sedimentation tank 3. Equipped with an outlet pipe 12, wastewater enters the sedimentation tank 1 below the filter screen 24 through the inlet pipe 4 for static sedimentation. The sedimented wastewater needs to be filtered by the filter screen 24. Since the wastewater is filtered from bottom to top, the sediment after filtration is difficult to adhere to the bottom surface of the filter screen 24 due to gravity, which can prevent the filter screen 24 from clogging and affecting its operation. The filtered wastewater is pumped into the oxidation treatment tank 2 by water pump 17 to oxidize the organic matter in the wastewater. The oxidized wastewater is pumped into the second sedimentation tank 3 by water pump 311 for secondary sedimentation. The upper wastewater can be discharged through the outlet pipe 12 for subsequent quantum resonance deep desalination. The lower wastewater containing sediment can be pumped back into the sedimentation tank 1 by water pump 29 for further sedimentation and filtration.

[0023] An ozone generator 13 is fixedly installed on the upper surface of the oxidation treatment tank 2. The output end of the ozone generator 13 is fixedly connected to a conveying pipe 14. One end of the conveying pipe 14 extends into the interior of the oxidation treatment tank 2 and is fixedly installed with an annular aeration pipe 15. A motor 16 is fixedly installed at the center of the upper surface of the oxidation treatment tank 2. The output end of the motor 16 is fixedly connected to a connecting shaft 17. The connecting shaft 17 extends into the interior of the oxidation treatment tank 2. A sleeve 19 is fitted on the outer surface of the connecting shaft 17. Two sets of mixing paddles 25 are fixedly installed on the outer surface of the sleeve 19. A chemical replenishment pipe 26 is fixedly installed on the upper surface of the oxidation treatment tank 2 to facilitate the addition of chemicals to the wastewater for adjusting the pH of the wastewater.

[0024] Ozone is generated by the ozone generator 13 and transported to the sewage through the delivery pipe 14 and the annular aeration pipe 15 to oxidize the organic matter inside the sewage. At the same time, the motor 16 is started to drive the mixing paddle 25 to rotate, which facilitates the mixing of ozone with sewage and improves the oxidation effect of ozone on sewage.

[0025] The left end of connecting pipe 16 is connected to the upper right side of sedimentation tank 1, above filter screen 24. The right end of connecting pipe 16 is located on the upper left side of oxidation treatment tank 2. The left end of connecting pipe 210 is located on the lower right side of oxidation treatment tank 2, facilitating the pumping of the upper clear liquid inside sedimentation tank 1 into oxidation treatment tank 2. The right end of connecting pipe 210 is located on the upper left side of second sedimentation tank 3, facilitating direct sedimentation of oxidized wastewater. The two ends of return pipe 8 are respectively located below sedimentation tank 1 and second sedimentation tank 3. Wastewater containing sediment in the lower layer of second sedimentation tank 3 can be pumped back to sedimentation tank 1 by water pump 29 for further sedimentation and filtration.

[0026] Furthermore, valves are installed inside the inlet pipe 4, the drain pipe 5, and the outlet pipe 12 to facilitate the control of the opening and closing of the inlet pipe 4, the drain pipe 5, and the outlet pipe 12.

[0027] Furthermore, the aeration ports on the annular aeration pipe 15 face downwards to prevent sediment from the sewage from entering the interior of the aeration ports, clogging them, and affecting the normal operation of the device. The annular aeration pipe 15 is set between the two sets of mixing paddles 25 to improve the mixing effect of the mixing paddles 25.

[0028] Furthermore, a telescopic rod 20 is fixedly connected to the bottom end of the connecting shaft 17. The telescopic rod 20 is fixedly connected to the bottom wall of the sleeve 19. A spring 21 is sleeved on the outer surface of the telescopic rod 20. The top end of the spring 21 is connected to the bottom end of the connecting shaft 17, and the bottom end of the spring 21 is connected to the bottom wall of the sleeve 19. A connecting rod 22 is fixedly installed on the upper side of the sleeve 19. A ball bearing 23 is installed at one end of the connecting rod 22. A limiting ring 18 is fixedly installed inside the oxidation treatment box 2. The upper surface of the limiting ring 18 abuts against the ball bearing 23. When the motor 16 drives the connecting shaft 17 to rotate, the connecting shaft 17 drives the sleeve 19 to rotate through the telescopic rod 20. The sleeve 19 drives the mixing paddle 25 to rotate, mixing the sewage with ozone. At the same time, the sleeve 19 also drives the ball bearing 23 to rotate on the limiting ring 18, which will cause the sleeve 19 itself to move up and down, and drive the mixing paddle 25 to move up and down, further improving the mixing effect of the mixing paddle 25.

[0029] The sleeve 19 has limit grooves on both sides of its inner wall, and the connecting shaft 17 has limit sliders fixedly installed on both sides of its bottom end. The limit sliders are slidably connected to the limit grooves, which facilitates the connecting shaft 17 to drive the sleeve 19 to rotate.

[0030] Furthermore, the left side of the limiting ring 18 is higher than the right side, and the height difference between the left and right sides of the limiting ring 18 is less than the gap between the mixing impeller 25 and the annular aeration pipe 15, so as to prevent the mixing impeller 25 from colliding with the annular aeration pipe 15 when the sleeve 19 moves up and down, thus affecting the normal operation of the device.

[0031] Working principle: In this quantum resonance deep desalination pretreatment device, wastewater enters the sedimentation tank 1 through the inlet pipe 4 and is placed below the filter screen 24 for static sedimentation. The sedimented wastewater needs to be filtered by the filter screen 24. Since the wastewater is filtered from bottom to top, the sediment after filtration is difficult to adhere to the bottom surface of the filter screen 24 due to gravity, which can prevent the filter screen 24 from clogging and affecting its operation. The filtered wastewater is pumped into the oxidation treatment tank 2 by water pump 7 to oxidize the organic matter in the wastewater. The oxidized wastewater is then pumped into the second sedimentation tank 3 by water pump 31 for secondary sedimentation. The upper layer of wastewater can be discharged through the outlet pipe 12 for subsequent quantum resonance deep desalination. The lower layer of wastewater containing sediment can be pumped back into the sedimentation tank 1 by water pump 29 for further sedimentation and filtration.

[0032] Ozone is generated by the ozone generator 13 and delivered to the wastewater through the delivery pipe 14 and the annular aeration pipe 15 to oxidize the organic matter inside the wastewater. At the same time, the motor 16 is started to drive the mixing paddle 25 to rotate, which facilitates the mixing of ozone with wastewater and improves the oxidation effect of ozone on wastewater. When the motor 16 drives the connecting shaft 17 to rotate, the connecting shaft 17 drives the sleeve 19 to rotate through the telescopic rod 20. The sleeve 19 drives the mixing paddle 25 to rotate, mixing wastewater and ozone. At the same time, the sleeve 19 also drives the ball 23 to rotate on the limiting ring 18, which causes the sleeve 19 itself to move up and down, and drives the mixing paddle 25 to move up and down, further improving the mixing effect of the mixing paddle 25.

Claims

1. A quantum resonance depth desalination pretreatment device, comprising a precipitation tank (1), an oxidation treatment tank (2) and a second precipitation tank (3), the precipitation tank (1) and the oxidation treatment tank (2) are communicated through a connecting pipe one (6), the oxidation treatment tank (2) and the second precipitation tank (3) are communicated through a connecting pipe two (10), the second precipitation tank (3) and the precipitation tank (1) are communicated through a reflux pipe (8), the connecting pipe one (6), the reflux pipe (8) and the connecting pipe two (10) are respectively provided with a water pump one (7), a water pump two (9) and a water pump three (11), characterized in that: The inside of the sediment tank (1) is fixedly installed with a filter screen (24), the left side of the sediment tank (1) is fixedly installed with a water inlet pipe (4) above, one end of the water inlet pipe (4) extends to the inside of the sediment tank (1) and is arranged below the filter screen (24), the left side of the sediment tank (1) is fixedly installed with a sewage pipe (5) below, the right side of the second sediment tank (3) is fixedly installed with a water outlet pipe (12). The upper surface of the oxidation treatment tank (2) is fixedly installed with an ozone generator (13), the output end of the ozone generator (13) is fixedly connected with a conveying pipe (14), one end of the conveying pipe (14) extends to the inside of the oxidation treatment tank (2) and is fixedly installed with an annular aeration pipe (15), the center of the upper surface of the oxidation treatment tank (2) is fixedly installed with a motor (16), the output end of the motor (16) is fixedly connected with a connecting shaft (17), the connecting shaft (17) extends to the inside of the oxidation treatment tank (2), the outer surface of the connecting shaft (17) is sleeved with a sleeve pipe (19), the outer surface of the sleeve pipe (19) is fixedly installed with two groups of mixing paddles (25), the upper surface of the oxidation treatment tank (2) is fixedly installed with a medicine supplementing pipe (26).

2. A quantum resonance deep desalination pretreatment device according to claim 1, characterized in that: The left end of the connecting pipe one (6) is connected to the right side of the sediment tank (1) above, is arranged above the filter screen (24), the right end of the connecting pipe one (6) is arranged on the left side of the oxidation treatment tank (2) above, the left end of the connecting pipe two (10) is arranged below the right side of the oxidation treatment tank (2), the right end of the connecting pipe two (10) is arranged above the left side of the second sediment tank (3), both ends of the reflux pipe (8) are arranged below the sediment tank (1) and the second sediment tank (3) respectively.

3. A quantum resonance depth desalination pre-treatment device according to claim 1, characterized in that: The inside of the water inlet pipe (4), the sewage pipe (5) and the water outlet pipe (12) is installed with a valve.

4. A quantum resonance depth desalination pre-treatment device according to claim 1, characterized in that: The aeration port of the annular aeration pipe (15) faces downward, the annular aeration pipe (15) is arranged between the two groups of mixing paddles (25).

5. A quantum resonance depth desalination pre-treatment device according to claim 1, characterized in that: The bottom end of the connecting shaft (17) is fixedly connected with a telescopic rod (20), the telescopic rod (20) is fixedly connected with the bottom wall of the sleeve pipe (19), the outer surface of the telescopic rod (20) is sleeved with a spring (21), the top end of the spring (21) is connected with the bottom end of the connecting shaft (17), the bottom end of the spring (21) is connected with the bottom wall of the sleeve pipe (19), the upper side of the sleeve pipe (19) is fixedly installed with a connecting rod (22), one end of the connecting rod (22) is installed with a rolling ball (23), the inside of the oxidation treatment tank (2) is fixedly installed with a limiting ring (18), the upper surface of the limiting ring (18) abuts against the rolling ball (23).

6. A quantum resonance depth desalination pre-treatment device according to claim 1, characterized in that: The inner wall of the sleeve pipe (19) is arranged with a limiting sliding groove on both sides, the bottom end of the connecting shaft (17) is fixedly installed with a limiting sliding block on both sides, the limiting sliding block is slidingly connected with the limiting sliding groove.

7. A quantum resonance depth desalination pre-treatment device according to claim 5, characterized in that: The left side of the limiting ring (18) is higher than the right side, the height difference between the left side and the right side of the limiting ring (18) is less than the interval between the mixing paddle (25) and the annular aeration pipe (15).

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