An efficient DBIO process and processing equipment

By adopting DBIO process and equipment in the sewage treatment plant, and using the hypoxia and aerobic filler frame and disturbance mechanism with a vertical layered structure, the ammonia nitrogen and total nitrogen in the sewage are effectively removed, and the treatment in traditional sewage treatment technology is solved Poor results and large equipment footprint.

CN118878090BActive Publication Date: 2025-02-07ANHUI JINDALAI ENVIRONMENT ENG CO LTD +1
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Patent Information

Application Number
CN202411353892.3
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-09-27
Publication Date
2025-02-07
Estimated Expiration
2044-09-27

AI Technical Summary

Technical Problem

The existing sewage treatment plants have poor treatment effects when treating ammonia nitrogen and total nitrogen in sewage, and the equipment of the traditional AO process covers a large area, and the filler feeding amount and residence time are insufficient, resulting in low treatment efficiency.

Method used

Deep-bed multiplication and efficient biochemical modular technology equipment (DBIO) is used to set up a vertical layered structure of an oxygen-deficient and aerobic filler frame in the tank, combined with a disturbance mechanism, synchronous nitration and denitrification are achieved to remove ammonia nitrogen and total ammonia in sewage. nitrogen.

Benefits of technology

The efficiency and effect of sewage treatment is improved, the equipment footprint is reduced, the sludge disposal cost is reduced, and the removal rate of ammonia nitrogen and total nitrogen is significantly improved through high filling ratio fillers and synchronous nitrification denitrification processes.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention discloses an efficient DBIO process and treatment equipment, which relates to the technical field of sewage treatment, and comprises a tank body, wherein an anoxic filler frame is fixedly connected to the tank body, an aerobic filler frame fixedly connected to the tank body is arranged above the anoxic filler frame, and the top and bottom of the anoxic filler frame and the aerobic filler frame are fixedly connected with a filtering interception net by bolts. The efficient DBIO process and treatment equipment sequentially arrange anoxic filler layers and aerobic filler layers in the tank body from bottom to top, and then fill anoxic biological fillers and aerobic biological fillers in the anoxic filler frame and the aerobic filler frame respectively, and then supply sewage to the bottom of the sewage tank body, and then the sewage flows upward from the bottom, and then the bacteria of the fillers in the anoxic filler layer and the aerobic filler layer respectively carry out biochemical reactions on total nitrogen and ammonia nitrogen substances in the sewage, and at the same time, through the cooperation of a disturbance mechanism, the total nitrogen and ammonia nitrogen substances in the sewage are effectively removed.
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Description

Technical Field

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

[0002] As an important part of environmental governance, the sewage treatment industry also shoulders the important mission of reducing carbon emissions. It is of great significance to promote the carbon transformation of the sewage treatment industry. First of all, reducing carbon emissions in the sewage treatment process is an urgent task. Sewage treatment plants will produce a large amount of carbon emissions during operation, including carbon emissions from energy consumption and carbon emissions from chemical agents. Secondly, low-carbon transformation is conducive to improving the sustainable development capabilities of the sewage treatment industry. Finally, low-carbon transformation can also improve urban ecological environment governance and improve the quality of life of residents. The existing sewage contains a large amount of ammonia nitrogen substances that need to be treated. At present, when purifying ammonia nitrogen substances in sewage, A0 technology is usually used to remove ammonia nitrogen substances in sewage.

[0003] In the existing traditional AO process sewage treatment plant, the sewage flows by gravity into the anoxic tank (A tank) and the aerobic tank (O tank) in sequence. When the tank body is a civil structure, the height is generally 4 to 6 meters; when it is an integrated device, the height is only 3 to 3.5 meters. If fillers are added into the pool, the filler dosage generally does not exceed 30%, and the residence time is generally 9 to 22 hours, resulting in a low sewage treatment effect. At the same time, during the anoxic and aerobic stages, the bacteria in the fillers cannot be fully in contact with the sewage, resulting in the inability of the biological bacteria in the fillers to fully react with the sewage, resulting in a poor denitrification effect on the ammonia nitrogen in the sewage. The present invention mainly considers the structure of the integrated biochemical treatment equipment and its process parameters, and adopts a deep bed doubling efficient biochemical modular technology equipment, the full English name is: Deep bed doubling efficient biochemical modular technology equipment (abbreviated as DBIO in this application). The DBIO system is a modified biochemical pool with a vertical layered structure. Through the different effects of bacteria in different layers, on the basis of internal circulation, synchronous nitrification and denitrification are achieved to remove ammonia nitrogen and total nitrogen pollutants in sewage. Summary of the invention

[0004] The purpose of the present invention is to provide an efficient DBIO process and processing equipment to solve the deficiencies in the above-mentioned background technology.

[0005] The purpose of the present invention can be achieved through the following technical solutions:

[0006] An efficient DBIO treatment device comprises a tank body, an anoxic packing frame is fixedly connected to the tank body, an aerobic packing frame fixedly connected to the tank body is arranged above the anoxic packing frame, a filter interception net is fixedly connected to the top and bottom of the anoxic packing frame and the aerobic packing frame by bolts, a disturbance mechanism is arranged in the anoxic packing frame, and the disturbance mechanism is used to disturb the microorganisms in the anoxic packing frame and the aerobic packing frame to increase the reaction between the microorganisms and the sewage;

[0007] A water inlet main pipe is fixedly connected to the bottom of the tank body, a plurality of water inlet branch pipes are fixedly connected to the outer surface of the water inlet main pipe, a plurality of water distributors are fixedly connected to the water inlet branch pipes, an aerobic aeration main pipe fixedly connected to the tank body is fixedly connected between the anoxic filling frame and the aerobic filling frame, a plurality of aerobic aeration branch pipes are fixedly connected to the outer surface of the aerobic aeration main pipe, and an aeration head is fixedly connected to the aerobic aeration branch pipe.

[0008] As a further solution of the present invention: the disturbance mechanism includes a plurality of installation boxes fixedly connected to the anaerobic filling frame and the aerobic filling frame, a threaded rod is rotatably connected in the installation box, a transmission plate is threadedly matched on the outer surface of the threaded rod, a guide rod fixedly connected to the installation box is slidably connected on the transmission plate, the top and bottom of the transmission plate are fixedly connected to the transmission frame, a first transmission box is fixedly connected in the transmission frame, a mounting tube slidably connected to the installation box is fixedly connected on the first transmission box, a first transmission shaft rotatably connected to the mounting tube is rotatably connected in the first transmission box, a connecting plate is fixedly connected to one end of the connecting plate, a spring is fixedly connected to one side of the connecting plate, a flexible brush is fixedly connected to the outer surface of the spring, the other end of the first transmission shaft is transmission-connected to the transmission mechanism connected to the installation box, one end of the threaded rod is transmission-connected to the driving mechanism connected to the tank body, and the driving mechanism is transmission-connected to the mixing mechanism connected to the anaerobic filling frame.

[0009] As a further solution of the present invention: the transmission mechanism includes a second transmission shaft rotatably connected to the first transmission box, one end of the second transmission shaft is fixedly connected to the first bevel gear, the outer surface of the first bevel gear is meshingly connected to the second bevel gear fixedly sleeved with the first transmission shaft, the outer surface of the second transmission shaft is fixedly sleeved with a transmission gear, and the outer surface of the transmission gear is meshingly connected to a transmission rack fixedly connected to the mounting box.

[0010] As a further solution of the present invention: the driving mechanism includes a motor fixedly connected to the tank body, the output end of the motor is fixedly connected to the first rotating shaft through a coupling, the outer surface of the first rotating shaft is fixedly sleeved with a first gear, the outer surface of the first gear is meshingly connected with a second gear, the middle of the second gear is fixedly sleeved with a transmission pipe rotatably connected to the tank body, the transmission pipe is transmission-connected to the mixing mechanisms on the anaerobic filling frame and the aerobic filling frame, the outer surface of the second gear is meshingly connected with a plurality of third gears, the middle of the third gear is fixedly sleeved with a second rotating shaft rotatably connected to the tank body, and the second rotating shaft is fixedly connected to the threaded rod.

[0011] As a further solution of the present invention: the mixing mechanism includes a second transmission box fixedly connected to the oxygen-deficient filler frame, the outer surface of the transmission tube is fixedly sleeved with a third bevel gear, the outer surface of the third bevel gear is meshingly connected with a plurality of fourth bevel gears, and the middle of the fourth bevel gear is fixedly sleeved with a screw rod rotatably connected to the second transmission box.

[0012] As a further solution of the present invention: the outer surface of the tank body is fixedly connected with a sight glass port which is fixedly connected to both the anoxic filling frame and the aerobic filling frame.

[0013] As a further solution of the present invention: the outer surface of the tank body is fixedly connected with a mud discharge pipe fixedly connected to both the anoxic filling frame and the aerobic filling frame, the bottom of the tank body is fixedly connected with the mud discharge pipe, and the mud discharge pipe is provided with an electromagnetic valve.

[0014] An efficient DBIO process includes the following steps:

[0015] Step 1: Fill the anoxic reaction filler and the aerobic reaction filler in the anoxic filler frame and the aerobic filler frame, with the filler filling ratio being ≥70%, and at the same time continue to connect the aerobic aeration main pipe with the external aerator;

[0016] Step 2: Connect the sewage discharge pipe to the water inlet pipe on the tank body, and then the water inlet pipe will pass the sewage to the bottom of the tank body through the water inlet branch pipe and the water distributor, and start the aerator at the same time. Then the sewage will pass through the fillers in the anoxic filler frame and the aerobic filler frame from bottom to top for biochemical reaction purification, and the purified water will be discharged through the water outlet pipe at the top of the tank body;

[0017] Step 3: Every 15 days, remove the mud from the fillers in the anoxic filler frame and the aerobic filler frame, and replace the internal fillers.

[0018] Beneficial effects of the present invention:

[0019] (1) An anaerobic filler layer and an aerobic filler layer are arranged in the tank body from bottom to top, and then an anaerobic biological filler and aerobic biological filler are filled in the anaerobic filler frame and the aerobic filler frame respectively. Then, sewage is supplied to the bottom of the sewage tank body, and then the sewage flows upward from the bottom. Then, the bacteria in the fillers in the anaerobic filler layer and the aerobic filler layer respectively react biochemically with the total nitrogen and ammonia nitrogen substances in the sewage. At the same time, through the cooperation of the disturbance mechanism, the total nitrogen and ammonia nitrogen substances in the sewage are effectively removed.

[0020] (2) The anoxic biochemical reaction and the aerobic biochemical reaction are combined in a tank to purify the sewage, so that the equipment occupies a small area and saves space. At the same time, the high filling ratio filler can intercept and filter the sludge and other suspended matter in the sewage, so that the effluent of the equipment does not contain sludge and other suspended matter. There is no need to treat the treated sewage, which reduces the cost of sludge disposal. At the same time, the simultaneous nitrification and denitrification process is adopted, and the filler of the filler frame is used to make the filler filling rate in the filler frame larger, which reduces the reaction time between the sewage and the filler, which is much shorter than the retention time of the traditional biochemical pool, thereby improving the treatment efficiency of the sewage.

[0021] (3) The threaded rod in the installation box is driven by the driving mechanism to rotate forward and backward, and the threaded rod drives the transmission plate to move up and down reciprocatingly. At the same time, the installation box on the transmission plate cooperates with the transmission mechanism to drive the spring and the flexible brush to move up and down and rotate forward and backward in the stuffing box to disturb the stuffing in the stuffing box, so that the biological bacteria in the stuffing in the stuffing box and the sewage can be contacted and reacted, thereby further improving the sewage treatment effect. At the same time, during the disturbance process, the elastic expansion and contraction of the spring changes the shape of the spring, thereby realizing irregular disturbance of the spring, further improving the disturbance effect on the stuffing, and prompting the sewage and the stuffing to fully react. At the same time, when encountering hard stuffing, the spring can be compressed, so that the installation box can continue to drive the first transmission shaft to move, thereby preventing the occurrence of jamming during the disturbance process, and further improving the stability of the equipment.

[0022] (4) The transmission tube rotates forward and backward, and the transmission tube drives the third bevel gear in the second transmission box to rotate. The third bevel gear drives the fourth bevel gear to rotate. The fourth bevel gear drives the screw rod to rotate forward and backward, so that the screw rod drives the filler in the filler frame to move back and forth, so that the filler in the filler box is evenly distributed in the filler box, thereby promoting the bacteria in the filler in the filler frame to be evenly distributed, further increasing the contact area between the bacteria and the sewage, and improving the biochemical reaction effect of the bacteria on the sewage. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] The present invention will be further described below in conjunction with the accompanying drawings.

[0024] Figure 1is a first stereogram of the external structure of the present invention;

[0025] Figure 2 is a second stereoscopic diagram of the external structure of the present invention;

[0026] Figure 3 It is a three-dimensional diagram of the internal structure of the present invention;

[0027] Figure 4 It is a three-dimensional diagram of the internal structure of the installation box of the present invention;

[0028] Figure 5 This is a front view of the internal structure of the first transmission box of the present invention;

[0029] Figure 6 It is a top view of the internal structure of the transmission box of the present invention;

[0030] Figure 7 The present invention Figure 1 A magnified view of middle;

[0031] Figure 8 The present invention Figure 3 Enlarged view of middle B;

[0032] Fig. 9 The present invention Figure 4 Enlarged view of C in the middle.

[0033] In the figure: 1, tank body; 2, anoxic filler frame; 3, aerobic filler frame; 4, filter interception net; 5, water inlet main pipe; 6, water inlet branch pipe; 7, water distributor; 8, aerobic aeration main pipe; 9, aerobic aeration branch pipe; 10, aeration head; 11, installation box; 12, threaded rod; 13, transmission plate; 14, guide rod; 15, transmission frame; 16, first transmission box; 17, installation pipe; 18, first transmission shaft; 19, connecting plate; 190, spring; 1 91. Flexible brush; 21. Second transmission shaft; 22. First bevel gear; 23. Second bevel gear; 24. Transmission gear; 25. Transmission rack; 31. Motor; 32. First rotating shaft; 33. First gear; 34. Second gear; 35. Transmission pipe; 36. Third gear; 37. Second rotating shaft; 41. Second transmission box; 42. Third bevel gear; 43. Fourth bevel gear; 44. Screw rod; 61. Mirror port; 62. Mud discharge pipe. DETAILED DESCRIPTION

[0034] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0035] Embodiment 1

[0036] See also Figure 1-Figure 9 As shown, the present invention is an efficient DBIO process and treatment equipment, comprising a tank body 1, an anoxic packing frame 2 is fixedly connected in the tank body 1, an aerobic packing frame 3 fixedly connected to the tank body 1 is arranged above the anoxic packing frame 2, a filter interception net 4 is fixedly connected to the top and bottom of the anoxic packing frame 2 and the aerobic packing frame 3 by bolts, and a disturbance mechanism is arranged in the anoxic packing frame 2, and the disturbance mechanism is used to disturb the microorganisms in the anoxic packing frame 2 to increase the reaction between the microorganisms and the sewage;

[0037] A water inlet main pipe 5 is fixedly connected to the bottom of the tank body 1, a plurality of water inlet branch pipes 6 are fixedly connected to the outer surface of the water inlet main pipe 5, a plurality of water distributors 7 are fixedly connected to the water inlet branch pipe 6, an aerobic aeration main pipe 8 fixedly connected to the tank body 1 is fixedly connected between the anoxic filler frame 2 and the aerobic filler frame 3, a plurality of aerobic aeration branch pipes 9 are fixedly connected to the outer surface of the aerobic aeration main pipe 8, and an aeration head 10 is fixedly connected to the aerobic aeration branch pipe 9.

[0038] Biomass carrier fillers are installed on the filter interception nets 4 at the top and bottom of the anoxic filler frame 2 and the aerobic filler frame 3, and then anoxic biological fillers and aerobic biological fillers are filled in the anoxic filler frame 2 and the aerobic filler frame 3 respectively, and the filling ratio of the fillers is ≥70%. Then, the sewage is evenly introduced into the bottom of the tank body 1 through the water distributor 7 on the water inlet branch pipe 6 through the water inlet main pipe 5, and then the sewage flows upward into the anoxic filler frame 2, and then the anoxic biological filler in the anoxic filler frame 2 performs a biochemical reaction on the sewage, and then the sewage The wastewater enters the aerobic filler frame 3 through the filter interception net 4 to undergo biological reaction with the aerobic biological filler. Meanwhile, a large amount of air is blown into the aerobic biological filler in the aerobic filler frame 3 through the aerobic aeration main pipe 8, the aerobic aeration branch pipe 9 and the aeration head 10, so that the aerobic filler is fully supplied with oxygen. Meanwhile, during the anoxic and aerobic biochemical reaction process, the filler is disturbed by the disturbance mechanism to promote the fluidity of the biological bacteria in the filler, so that the sewage is fully in contact with the biological bacteria, thereby further improving the treatment effect of ammonia nitrogen substances in the sewage. At the same time, the anoxic biochemical reaction and the aerobic biochemical reaction are combined in a tank body 1 to purify the sewage, so that the equipment occupies a small area and saves space. At the same time, the biological filler is filled in the filling frame, and then intercepted by the filtering interception net 4, so that after the sewage is treated, the sewage does not contain sludge in the filler, and there is no need to treat the treated sewage with sludge, thereby reducing the disposal cost of the sludge. At the same time, the simultaneous nitrification and denitrification process is adopted, and the filler of the filler frame is used to make the filler filling rate in the filler frame larger, thereby reducing the reaction time between the sewage and the filler, which is much shorter than the retention time of the traditional biochemical pool, thereby improving the treatment efficiency of the sewage.

[0039] At the same time, anoxic biological fillers and aerobic biological fillers are filled in the anoxic filler frame 2 and the aerobic filler frame 3, and the filling ratio of the fillers is ≥70%, which is different from the existing specification "Outdoor Drainage Design Standard" which stipulates that "the filling ratio of suspended fillers can be 20% to 60%, and is generally required to be less than or equal to 67%";

[0040] High filling ratio fillers provide more carriers for the growth of microorganisms. When the influent COD≤180mg / L; BOD≤100mg / L; ammonia nitrogen≤20; TN≤25mg / L; system residence time≤4h, the sewage treatment effluent can reach the Class A emission standard in the "Pollutant Discharge Standard for Urban Sewage Treatment Plants", that is, COD≤50mg / L; BOD≤10mg / L; ammonia nitrogen≤5; TN≤15mg / L; the biochemical residence time is much shorter than the traditional sewage treatment process (the traditional AO treatment process in the "Outdoor Drainage Design Standard" has a residence time of 9 to 22h);

[0041] At the same time, according to the current on-site test results, when the average values ​​of influent COD and ammonia nitrogen are 173 mg / L and 14 mg / L respectively; the maximum removal rates of system COD and ammonia nitrogen can reach 95.2% and 97.92% respectively; the sludge discharge cycle of the DBIO system is about 15 days, which is shorter than the sludge discharge cycle of the current sewage treatment plant process system, and there is no need to discharge sludge every day.

[0042] Embodiment 2

[0043] Based on Example 1, please refer to Figure 1 , Figure 3-9 As shown, the disturbance mechanism includes a plurality of mounting boxes 11 fixedly connected to the anaerobic filling frame 2, a threaded rod 12 is rotatably connected in the mounting box 11, a transmission plate 13 is threadedly matched on the outer surface of the threaded rod 12, a guide rod 14 fixedly connected to the mounting box 11 is slidably connected on the transmission plate 13, a transmission frame 15 is fixedly connected to the top and bottom of the transmission plate 13, a first transmission box 16 is fixedly connected in the transmission frame 15, a mounting tube 17 slidably connected to the mounting box 11 is fixedly connected on the first transmission box 16, a first transmission shaft 18 rotatably connected to the mounting tube 17 is rotatably connected in the first transmission box 16, a connecting plate 19 is fixedly connected to one end of the first transmission shaft 18, a spring 190 is fixedly connected to one side of the connecting plate 19, a flexible brush 191 is fixedly connected to the outer surface of the spring 190, the other end of the first transmission shaft 18 is transmission-connected to the transmission mechanism connected to the mounting box 11, one end of the threaded rod 12 is transmission-connected to the driving mechanism connected to the tank body 1, and the driving mechanism is transmission-connected to the mixing mechanism connected to the anaerobic filling frame 2.

[0044] The transmission mechanism includes a second transmission shaft 21 rotatably connected to the first transmission box 16, one end of the second transmission shaft 21 is fixedly connected to the first bevel gear 22, the outer surface of the first bevel gear 22 is meshingly connected to the second bevel gear 23 fixedly sleeved with the first transmission shaft 18, the outer surface of the second transmission shaft 21 is fixedly sleeved with a transmission gear 24, and the outer surface of the transmission gear 24 is meshingly connected to the transmission rack 25 fixedly connected to the mounting box 11.

[0045] The driving mechanism includes a motor 31 fixedly connected to the tank body 1. The motor 31 is controlled by a PLC programming program, and can be controlled to rotate forward and backward and rotate at an angle. The output end of the motor 31 is fixedly connected to a first rotating shaft 32 through a coupling. A first gear 33 is fixedly sleeved on the outer surface of the first rotating shaft 32. A second gear 34 is meshingly connected to the outer surface of the first gear 33. A transmission pipe 35 rotatably connected to the tank body 1 is fixedly sleeved in the middle of the second gear 34. The transmission pipe 35 is transmission-connected to the mixing mechanisms on the anaerobic filling frame 2 and the aerobic filling frame 3. A plurality of third gears 36 are meshingly connected to the outer surface of the second gear 34. A second rotating shaft 37 rotatably connected to the tank body 1 is fixedly sleeved in the middle of the third gear 36. The second rotating shaft 37 is fixedly connected to the threaded rod 12.

[0046] The motor 31 drives the first rotating shaft 32 to rotate, and the first rotating shaft 32 drives the second gear 34 and the transmission tube 35 to rotate forward and reversely through the first gear belt 33. At the same time, the second gear 34 drives multiple third gears 36 to rotate, and the third gear 36 drives the second rotating shaft 37 to rotate forward and reverse, and the second rotating shaft 37 drives the threaded rod 12 to rotate forward and reverse.

[0047] The second rotating shaft 37 is driven to rotate forward and backward through the driving mechanism, and the second rotating shaft 37 drives the threaded rod 12 to rotate forward and backward, and the threaded rod 12 drives the transmission plate 13 to reciprocate up and down in the installation box 11, and the transmission plate 13 drives the transmission frame 15 to reciprocate up and down, and the transmission frame 15 drives the installation box 11 to reciprocate up and down. At this time, the installation box 11 drives the second transmission shaft 21 to move, and the second transmission shaft 21 drives the transmission gear 24 to mesh with the transmission rack 25, thereby driving the second transmission shaft 21 to rotate, and the second transmission shaft 21 drives the first transmission shaft 18 to rotate forward and backward through the first bevel gear 22 and the second bevel gear 23, and the first transmission shaft 18 drives the connecting plate 19 and the spring 190 to rotate, and the spring 190 drives the flexible brush 191 to rotate, and at the same time, the installation box 11 drives the installation The mounting tube 17 and the first transmission shaft 18 move up and down reciprocatingly, thereby driving the spring 190 and the flexible brush 191 to move up and down reciprocatingly and rotate back and forth in the stuffing box to disturb the stuffing in the stuffing box, prompting the biological bacteria in the stuffing in the stuffing box to contact and react with the sewage, thereby further improving the sewage treatment effect. At the same time, during the disturbance process, the elastic expansion and contraction of the spring 190 changes the shape of the spring 190, thereby realizing irregular disturbance of the spring 190, further improving the disturbance effect on the stuffing, prompting the sewage and the stuffing to fully react. At the same time, when encountering hard stuffing, the spring 190 can be compressed, so that the mounting box 11 can continue to drive the first transmission shaft 18 to move, to prevent the occurrence of jamming during the disturbance process, and further improve the stability of the equipment.

[0048] Embodiment 3

[0049] Based on Example 2, please refer to Figure 3 , Figure 6 and Figure 8 As shown, the mixing mechanism includes a second transmission box 41 fixedly connected to the oxygen-deficient filler frame 2, a third bevel gear 42 is fixedly sleeved on the outer surface of the transmission tube 35, a plurality of fourth bevel gears 43 are meshingly connected to the outer surface of the third bevel gear 42, and a screw rod 44 rotatably connected to the second transmission box 41 is fixedly sleeved in the middle of the fourth bevel gear 43.

[0050] By the forward and reverse rotation of the transmission tube 35, the transmission tube 35 drives the third bevel gear 42 located in the second transmission box 41 to rotate, the third bevel gear 42 drives the fourth bevel gear 43 to rotate, and the fourth bevel gear 43 drives the screw rod 44 to rotate forward and reverse, so that the screw rod 44 drives the filler in the filler frame to move back and forth, so that the filler in the filler box is evenly distributed in the filler box, thereby promoting the bacteria in the filler in the filler frame to be evenly distributed, further increasing the contact area between the bacteria and the sewage, and improving the biochemical reaction effect of the bacteria on the sewage.

[0051] The outer surface of the tank body 1 is fixedly connected with a sight glass port 61 which is fixedly connected to both the anoxic filling frame 2 and the aerobic filling frame 3. The situation of the filling in the filling frame can be observed through the observation window on the sight glass port 61, so that the staff can carry out timely disposal.

[0052] The outer surface of the tank body 1 is fixedly connected with a mud discharge pipe 62 which is fixedly connected to both the anoxic filling frame 2 and the aerobic filling frame 3. The bottom of the tank body 1 is fixedly connected with the mud discharge pipe 62, and an electromagnetic valve is provided on the mud discharge pipe 62. The filler in the filling frame can be discharged through the mud discharge pipe 62, and the sludge at the bottom of the tank body 1 can also be discharged.

[0053] Embodiment 4

[0054] An efficient DBIO process includes the following steps:

[0055] Step 1: Fill the anoxic filler frame 2 and the aerobic filler frame 3 with anoxic reaction filler and aerobic reaction filler, with the filler filling ratio being ≥70%, and at the same time continue to connect the aerobic aeration main pipe with the external aerator;

[0056] Step 2: Connect the sewage discharge pipe to the water inlet pipe 5 on the tank body 1, and then the water inlet pipe 5 passes the sewage to the bottom of the tank body 1 through the water inlet branch pipe 6 and the water distributor 7, and start the aerator at the same time. Then the sewage passes through the fillers in the anoxic filler frame 2 and the aerobic filler frame 3 from bottom to top for biochemical reaction purification, and the purified water is discharged through the water outlet pipe at the top of the tank body;

[0057] Step 3: Every 15 days, the fillers in the anaerobic filler frame flexible brush 2 and the aerobic filler frame flexible brush 3 are cleaned of mud.

[0058] The working principle of the present invention is as follows: biomass carrier fillers are installed on the filter interception nets 4 at the top and bottom of the anoxic filler frame 2 and the aerobic filler frame 3, and then the anoxic biological fillers and aerobic biological fillers are respectively filled in the anoxic filler frame and the aerobic filler frame 3, and then the sewage is uniformly introduced into the bottom of the tank body 1 through the water distributor 7 on the water inlet branch pipe 6 through the water inlet main pipe 5, and then the sewage flows upward into the anoxic filler frame 2, and then the anoxic biological filler in the anoxic filler frame 2 performs a biochemical reaction on the sewage, and then the sewage enters the aerobic filler frame 3 through the filter interception net 4 to perform a biological reaction with the aerobic biological filler, and at the same time, a large amount of air is blown into the aerobic biological filler in the aerobic filler frame 3 through the aerobic aeration main pipe 8, the aerobic aeration branch pipe 9 and the aeration head 10, so that the aerobic filler is fully supplied with oxygen, and at the same time, in the anoxic and aerobic biochemical reaction process, the filler is disturbed by the disturbance mechanism to promote the fluidity of the biological bacteria in the filler, so that the sewage and the biological bacteria are fully contacted, and the treatment effect of the ammonia nitrogen substance in the sewage is further improved. At the same time, the anoxic biochemical reaction and the aerobic biochemical reaction are combined in a tank body 1 to purify the sewage, so that the equipment occupies a small area and saves space. At the same time, the biological filler is filled in the filling frame, and then intercepted by the filtering interception net 4, so that after the sewage is treated, the sewage does not contain sludge in the filler, and there is no need to treat the treated sewage with sludge, thereby reducing the disposal cost of the sludge. At the same time, the simultaneous nitrification and denitrification process is adopted, and the filler of the filler frame is used to make the filler filling rate in the filler frame larger, thereby reducing the reaction time between the sewage and the filler, which is much shorter than the retention time of the traditional biochemical pool, thereby improving the treatment efficiency of the sewage.

[0059] The second rotating shaft 37 is driven to rotate forward and backward through the driving mechanism, and the second rotating shaft 37 drives the threaded rod 12 to rotate forward and backward, and the threaded rod 12 drives the transmission plate 13 to reciprocate up and down in the installation box 11, and the transmission plate 13 drives the transmission frame 15 to reciprocate up and down, and the transmission frame 15 drives the installation box 11 to reciprocate up and down. At this time, the installation box 11 drives the second transmission shaft 21 to move, and the second transmission shaft 21 drives the transmission gear 24 to mesh with the transmission rack 25, thereby driving the second transmission shaft 21 to rotate, and the second transmission shaft 21 drives the first transmission shaft 18 to rotate forward and backward through the first bevel gear 22 and the second bevel gear 23, and the first transmission shaft 18 drives the connecting plate 19 and the spring 190 to rotate, and the spring 190 drives the flexible brush 191 to rotate, and at the same time, the installation box 11 drives the installation The mounting tube 17 and the first transmission shaft 18 move up and down reciprocatingly, thereby driving the spring 190 and the flexible brush 191 to move up and down reciprocatingly and rotate back and forth in the stuffing box to disturb the stuffing in the stuffing box, prompting the biological bacteria in the stuffing in the stuffing box to contact and react with the sewage, thereby further improving the sewage treatment effect. At the same time, during the disturbance process, the elastic expansion and contraction of the spring 190 changes the shape of the spring 190, thereby realizing irregular disturbance of the spring 190, further improving the disturbance effect on the stuffing, prompting the sewage and the stuffing to fully react. At the same time, when encountering hard stuffing, the spring 190 can be compressed, so that the mounting box 11 can continue to drive the first transmission shaft 18 to move, to prevent the occurrence of jamming during the disturbance process, and further improve the stability of the equipment.

[0060] The above is a detailed description of an embodiment of the present invention, but the content is only a preferred embodiment of the present invention and cannot be considered to limit the scope of implementation of the present invention. All equivalent changes and improvements made within the scope of the present invention should still fall within the scope of the patent coverage of the present invention.

Claims

1. An efficient DBIO processing device, characterized in that: The invention comprises a tank body (1), an anoxic filling frame (2) is fixedly connected to the tank body (1), an aerobic filling frame (3) fixedly connected to the tank body (1) is arranged above the anoxic filling frame (2), a filtering interception net (4) is fixedly connected to the top and bottom of the anoxic filling frame (2) and the aerobic filling frame (3) by bolts, and a disturbance mechanism is arranged in the anoxic filling frame (2), and the disturbance mechanism is used to disturb the microorganisms in the anoxic filling frame (2) to increase the reaction between the microorganisms and sewage; A water inlet main pipe (5) is fixedly connected to the bottom of the tank body (1); a plurality of water inlet branch pipes (6) are fixedly connected to the outer surface of the water inlet main pipe (5); a plurality of water distributors (7) are fixedly connected to the water inlet branch pipes (6); an aerobic aeration main pipe (8) fixedly connected to the tank body (1) is fixedly connected between the anoxic filler frame (2) and the aerobic filler frame (3); a plurality of aerobic aeration branch pipes (9) are fixedly connected to the outer surface of the aerobic aeration main pipe (8); an aeration head (10) is fixedly connected to the aerobic aeration branch pipe (9); The disturbance mechanism comprises a plurality of mounting boxes (11) fixedly connected to an oxygen-deficient filling frame, a threaded rod (12) being rotatably connected inside the mounting box (11), a transmission plate (13) being threadedly matched on the outer surface of the threaded rod (12), a guide rod (14) fixedly connected to the mounting box (11) being slidably connected to the transmission plate (13), a transmission frame (15) being fixedly connected to the top and bottom of the transmission plate (13), a first transmission box (16) being fixedly connected inside the transmission frame (15), a mounting tube (17) slidably connected to the mounting box (11) being fixedly connected to the first transmission box (16), and the first transmission tube (17) being fixedly connected to the mounting box (11). A first transmission shaft (18) rotatably connected to the mounting tube (17) is provided in the box (16); one end of the first transmission shaft (18) is fixedly connected to a connecting plate (19); one side of the connecting plate (19) is fixedly connected to a spring (190); the outer surface of the spring (190) is fixedly connected to a flexible brush (191); the other end of the first transmission shaft (18) is transmission-connected to a transmission mechanism connected to the mounting box (11); one end of the threaded rod (12) is transmission-connected to a driving mechanism connected to the tank body (1); the driving mechanism is transmission-connected to a mixing mechanism connected to the anoxic filler frame (2); The transmission mechanism comprises a second transmission shaft (21) rotatably connected to the first transmission box (16); one end of the second transmission shaft (21) is fixedly connected to a first bevel gear (22); the outer surface of the first bevel gear (22) is meshingly connected to a second bevel gear (23) fixedly sleeved to the first transmission shaft (18); the outer surface of the second transmission shaft (21) is fixedly sleeved to a transmission gear (24); the outer surface of the transmission gear (24) is meshingly connected to a transmission rack (25) fixedly connected to the mounting box (11); The driving mechanism comprises a motor (31) fixedly connected to the tank body (1); an output end of the motor (31) is fixedly connected to a first rotating shaft (32) via a coupling; a first gear (33) is fixedly sleeved on an outer surface of the first rotating shaft (32); a second gear (34) is meshingly connected to an outer surface of the first gear (33); a transmission tube (35) rotatably connected to the tank body (1) is fixedly sleeved in the middle of the second gear (34); the transmission tube (35) is transmission-connected to a mixing mechanism on the anoxic filler frame (2); a plurality of third gears (36) are meshingly connected to an outer surface of the second gear (34); a second rotating shaft (37) rotatably connected to the tank body (1) is fixedly sleeved in the middle of the third gear (36); and the second rotating shaft (37) is fixedly connected to the threaded rod (12); The mixing mechanism comprises a second transmission box (41) fixedly connected to the oxygen-deficient filler frame (2); a third bevel gear (42) is fixedly sleeved on the outer surface of the transmission tube (35); a plurality of fourth bevel gears (43) are meshingly connected on the outer surface of the third bevel gear (42); and a screw rod (44) rotatably connected to the second transmission box (41) is fixedly sleeved in the middle of the fourth bevel gear (43).

2. According to claim 1, an efficient DBIO processing device is characterized in that: The outer surface of the tank body (1) is fixedly connected with a sight glass port (61) which is fixedly connected to both the anoxic filler frame (2) and the aerobic filler frame (3).

3. The efficient DBIO processing device according to claim 1, characterized in that: The outer surface of the tank body (1) is fixedly connected to a mud discharge pipe (62) which is fixedly connected to both the anoxic filling frame (2) and the aerobic filling frame (3); the bottom of the tank body (1) is fixedly connected to the mud discharge pipe (62); and an electromagnetic valve is provided on the mud discharge pipe (62).

4. An efficient DBIO process, characterized in that: The efficient DBIO processing device according to claim 1 comprises the following steps: Step 1: Fill the anoxic filler frame (2) and the aerobic filler frame (3) with anoxic reaction filler and aerobic reaction filler, with the filler filling ratio being ≥ 70%, and connect the aerobic aeration main pipe to an external aerator; Step 2: Connect the sewage discharge pipe to the water inlet pipe (5) on the tank body (1), and then the water inlet pipe (5) passes the sewage into the bottom of the tank body (1) through the water inlet branch pipe (6) and the water distributor (7), and start the aerator at the same time. Then, the sewage passes through the fillers in the anoxic filler frame (2) and the aerobic filler frame (3) from bottom to top for biochemical reaction purification, and the purified water is discharged through the water outlet pipe at the top of the tank body; Step 3: Every 15 days, the fillers in the anoxic filler frame (2) and the aerobic filler frame (3) are cleaned of mud.

Citation Information

Patent Citations

  • Water distribution tank and sewage treatment equipment convenient for replacing filter material

    CN111484121A

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