IC anaerobic tower

By designing a separation tank, gas-liquid separation component and cleaning component in the IC anaerobic tower, the problems of biogas waste and floating granular sludge are solved, and the efficiency of sewage treatment and biogas utilization are improved.

CN222389677UActive Publication Date: 2025-01-24JIANGSU ZHONGYI JINDA ENVIRONMENTAL PROTECTION IND TECH RES INST CO LTD
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Patent Information

Application Number
CN202421166153.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-27
Publication Date
2025-01-24
Estimated Expiration
2034-05-27

AI Technical Summary

Technical Problem

The existing IC anaerobic towers have problems of biogas waste and granular sludge floating in the filtered wastewater, resulting in a reduced sewage treatment efficiency.

Method used

A IC anaerobic tower is designed, including the tower body, the qi and liquid separation component and the cleaning component. The tower is equipped with a separation tank, a first -class three -phase separator, and a two -level three -phase separator. The gas -liquid separation component is used to improve the collection rate of biogas, and the cleaning component is used to clean up the sludge on the blockboard.

Benefits of technology

Through secondary filtration and separation and gas-liquid separation, the collection and utilization rate of biogas is improved, energy loss is reduced, the phenomenon of granular sludge running out is effectively reduced, and the efficiency of sewage treatment is improved.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model belongs to the technical field of sewage treatment equipment, and particularly relates to an IC (internal circulation) anaerobic tower which comprises a tower body, a separation tank is arranged on the peripheral side of the tower body and close to the upper part, and a primary three-phase separator and a secondary three-phase separator are sequentially mounted in an inner cavity of the tower body from bottom to top; sewage is guided into the tower body through the water inlet pipe, the sewage is accelerated to be mixed with granular sludge through the sludge cover, the sewage in the tower body is secondarily filtered and separated through the first-stage three-phase separator and the second-stage three-phase separator, and the granular sludge at the bottom of the tower body is blocked by arranging the blocking net plate. The possibility of mud leakage is reduced, so that the possibility of accidents is reduced; and by arranging the gas-liquid separation assembly, a gas-liquid mixture is separated by utilizing a separation tank, an umbrella plate separator, a water conveying pipe, a gas collection hood and the like, so that the collection and utilization rate of the biogas by the device is improved, and the energy loss is reduced.
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Description

Technical Field

[0001] The utility model belongs to the technical field of sewage treatment equipment, in particular to an IC anaerobic tower. Background Art

[0002] IC anaerobic tower is an internal circulation anaerobic reactor, which is used for the treatment of organic wastewater. The organic wastewater circulates in the IC anaerobic tower, and anaerobic microorganisms are placed in the IC anaerobic tower. The anaerobic microorganisms degrade the organic matter in the organic wastewater into biogas and inorganic matter to achieve the standard discharge of wastewater.

[0003] For example, the Chinese patent with publication number CN216808507U discloses a high-efficiency anaerobic IC tower, which aims to solve the technical problems that it is inconvenient to export the filtered sludge and the efficiency of exporting the filtered wastewater is low under the existing technology. The high-efficiency anaerobic IC tower includes a tower body and a support leg fixedly installed at the bottom of the tower body; a water inlet pipe is fixedly installed on the inner side of the tower body, a water distributor is fixedly installed on one end of the water inlet pipe, a first three-phase separator is fixedly installed on the inner side of the tower body, a second three-phase separator is fixedly installed on the inner side of the tower body, and the second three-phase separator is located above the first three-phase separator, a liquid-gas separator is fixedly installed on the upper end of the tower body, and a mud guide assembly is fixedly installed on the bottom end of the tower body. The high-efficiency anaerobic IC tower only needs to drive the sludge to be exported through the setting of the mud guide assembly, and the separated wastewater is exported and processed through the setting of the water guide assembly, thereby realizing efficient filtration and treatment of the wastewater.

[0004] This patent has some disadvantages when used, such as: the device in this patent sets a water guide component in the middle of the first three-phase separator and the second three-phase separator, and pours out the wastewater. Since the wastewater only passes through the first three-phase separator, the biogas contained in the wastewater will be discharged from the water guide pipe along with the wastewater, resulting in waste of biogas and inconvenience for centralized treatment of biogas. In addition, due to the presence of the water guide component, the device in this patent is prone to generate vortices when working, thereby accelerating the floating of granular sludge, resulting in a large amount of granular sludge in the final treated water, while reducing the granular sludge content in the high-load area at the bottom of the IC anaerobic tower, which reduces the sewage treatment efficiency of the IC anaerobic tower. In view of this, we propose an IC anaerobic tower. Utility Model Content

[0005] The purpose of the utility model is to provide an IC anaerobic tower to solve the problems raised in the above background technology.

[0006] In view of this, the utility model provides an IC anaerobic tower, comprising:

[0007] A tower body, wherein a separation tank is provided on the circumference and at the upper part of the tower body, a primary three-phase separator and a secondary three-phase separator are sequentially installed in the inner cavity of the tower body from bottom to top, and the primary three-phase separator and the secondary three-phase separator divide the inner cavity of the tower body into a first reaction zone, a second reaction zone and a gas-liquid separation zone from bottom to top, a sludge hood is installed at the bottom of the inner cavity of the tower body, a water inlet pipe is provided on the lower side of the sludge hood, and one end of the water inlet pipe penetrates the inner wall of the tower body and extends to the outside, and a sludge discharge pipe is provided on the side wall of the tower body and at the upper part of the first reaction zone;

[0008] A gas-liquid separation component, which is located in the separation tank and is used to separate the liquid and gas in the upper part of the tower body;

[0009] A barrier screen, wherein the barrier screen is fixedly installed between the primary three-phase separator and the secondary three-phase separator and close to the upper position of the primary three-phase separator;

[0010] A cleaning component is located directly above the barrier screen and is used to clean the granular sludge remaining on the barrier screen.

[0011] In this technical solution, sewage is introduced into the tower body through a water inlet pipe, and the sewage is accelerated to be mixed with the granular sludge through a sludge hood. The sewage in the tower body is secondary filtered and separated by a primary three-phase separator and a secondary three-phase separator. The granular sludge at the bottom of the tower body is blocked by setting a barrier mesh plate, thereby reducing the possibility of sludge leakage and thus reducing the possibility of accidents.

[0012] In the above technical solution, further, the gas-liquid separation component includes:

[0013] A water delivery pipe, the main part of the water delivery pipe is an annular tubular structure, the lower part of the annular pipe is provided with a plurality of liquid inlets equidistantly distributed around the circumference, the main part of the water delivery pipe is arranged in the gas-liquid separation area of ​​the tower body, the branch part of the water delivery pipe is horizontally extended, and penetrates the inner wall of the tower body and extends to the inner cavity of the separation tank, a water pump is installed on the branch part of the water delivery pipe, and a baffle with an inverted L-shaped cross section is fixed at the inner cavity of the separation tank and near the branch output port of the water delivery pipe, the separation A plurality of umbrella plate separators are fixed in sequence in the inner cavity of the tank from bottom to top, and a gas collecting chamber is provided on the top of the separation tank, in which a wire mesh demister is installed, and a gas collecting pipe with a T-shaped structure is provided directly above the tower body, one end of the gas collecting pipe passes through the gas collecting chamber and extends to the inner cavity of the gas collecting chamber, and the bottom end of the gas collecting pipe passes through the upper surface of the tower body and extends to the gas-liquid separation area in the tower body, a trumpet-shaped gas collecting hood is fixed to the bottom end of the gas collecting pipe, and a drain pipe is fixed to the bottom of the separation tank.

[0014] In the present technical solution, a gas-liquid separation component is provided and the gas-liquid mixture is separated and processed by using a separation tank, an umbrella plate separator, a water pipe and a gas collecting hood, thereby improving the collection and utilization rate of biogas by the device and reducing energy loss.

[0015] In the above technical solution, further, valves are provided on the output end of the gas collecting pipe and the drain pipe.

[0016] In this technical solution, the gas, liquid, mud, etc. are discharged separately and simultaneously by controlling the valve.

[0017] In the above technical solution, further, valves are installed on the water inlet pipe and the mud discharge pipe.

[0018] In this technical solution, the gas, liquid, mud, etc. are discharged separately and simultaneously by controlling the valve.

[0019] In the above technical solution, further, the cleaning component includes:

[0020] A protective cover, wherein the protective cover is arranged at the axial position just above the barrier mesh plate, and a support rod fixed to the inner wall of the tower body is symmetrically fixed on the circumference of the protective cover, a rotating shaft is rotatably connected to the protective cover just below the protective cover, and the top end of the rotating shaft passes through the lower surface of the protective cover and extends to the inner cavity of the protective cover, a bevel gear one is coaxially connected to the rotating shaft and located in the protective cover, a bevel gear two is meshingly connected to the circumference of the bevel gear one, a bearing seat is installed on the top surface of the inner cavity of the protective cover, and the rotating shaft cooperates with the bearing seat, a bracket is fixed to the outer wall of the tower body, a motor is installed on the bracket, a connecting shaft is coaxially connected to the output shaft end of the motor, and the other end of the connecting shaft passes through the outer wall of the tower body and extends to the inner cavity of the protective cover and is coaxially connected to the bevel gear two, a plurality of fixed plates equidistantly distributed on the circumference are fixed on the rotating shaft and located outside the protective cover, a uniformly distributed soft brush is provided on the lower surface of the fixed plate, and the bottom end of the soft brush contacts the upper surface of the barrier mesh plate.

[0021] In this technical solution, by setting up a cleaning component and driving it with a motor, the fixed plate can drive the soft brush to clean the granular sludge remaining on the barrier screen, avoiding serious blockage of the barrier screen and ensuring the treatment efficiency of the sewage purification device.

[0022] In the above technical solution, further, an observation port is provided on the outer wall of the tower body near the first reaction zone, and a tempered glass is fixedly installed at the observation port.

[0023] In this technical solution, tempered glass is provided to facilitate operators to observe the inner cavity conditions of the tower body.

[0024] The beneficial effects of the utility model are:

[0025] 1. The IC anaerobic tower introduces sewage into the tower body through the water inlet pipe, accelerates the mixing of sewage with granular sludge through the sludge hood, uses the primary three-phase separator and the secondary three-phase separator to perform secondary filtration and separation on the sewage in the tower body, and sets a barrier screen to block the granular sludge at the bottom of the tower body, reducing the possibility of sludge leakage and thus reducing the possibility of accidents.

[0026] 2. The IC anaerobic tower, by setting up a gas-liquid separation component, uses a separation tank, an umbrella plate separator, a water pipe and a gas collection hood to separate and treat the gas-liquid mixture, thereby improving the collection and utilization rate of biogas by the device and reducing energy loss.

[0027] 3. The IC anaerobic tower is provided with a cleaning component and driven by a motor, so that the fixed plate can drive the soft brush to clean the granular sludge remaining on the barrier screen, thereby avoiding serious blockage of the barrier screen and ensuring the treatment efficiency of the device for sewage purification. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0029] Figure 2 It is a cross-sectional schematic diagram of the overall structure of the utility model;

[0030] Figure 3 It is a schematic diagram of the structure of the cleaning component in the utility model.

[0031] The symbols in the figure are:

[0032] 1. Tower body; 2. Separation tank; 3. Primary three-phase separator; 4. Secondary three-phase separator; 5. Sludge hood; 6. Water inlet pipe; 7. Sludge discharge pipe; 8. Water pipe; 9. Water pump; 10. Baffle; 11. Umbrella plate separator; 12. Gas collecting chamber; 13. Wire mesh demister; 14. Gas collecting pipe; 15. Gas collecting hood; 16. Drain pipe; 17. Barrier mesh plate; 18. Protective cover; 19. Support rod; 20. Rotating shaft; 21. Bevel gear one; 22. Bevel gear two; 23. Bearing seat; 24. Connecting shaft; 25. Bracket; 26. Motor; 27. Fixing plate; 28. Tempered glass. DETAILED DESCRIPTION

[0033] The following will be combined with the drawings in the embodiments of the present application to clearly describe the technical solutions in the embodiments of the present application. Obviously, the described embodiments are part of the embodiments of the present application, rather than all the embodiments. All other embodiments obtained by ordinary technicians in this field based on the embodiments in the present application belong to the scope of protection of this application.

[0034] In the description of the present application, it should be noted that the terms used here are only for describing specific embodiments, and are not intended to limit the exemplary embodiments according to the present application. For ease of description, the sizes of the various parts shown in the drawings are not drawn according to the actual proportional relationship. The techniques, methods and equipment known to ordinary technicians in the relevant fields may not be discussed in detail, but in appropriate cases, the techniques, methods and equipment should be regarded as part of the authorization specification. In all examples shown and discussed here, any specific value should be interpreted as merely exemplary, rather than as a limitation. Therefore, other examples of the exemplary embodiments may have different values. It should be noted that similar numbers and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further discussed in subsequent drawings.

[0035] It should be noted that the terms "first", "second", etc. in the specification and claims of the present application are used to distinguish similar objects, and are not used to describe a specific order or sequence. It should be understood that the data used in this way can be interchangeable under appropriate circumstances, so that the embodiments of the present application can be implemented in an order other than those illustrated or described here, and the objects distinguished by "first", "second", etc. are generally of one type, and the number of objects is not limited. For example, the first object can be one or more. In addition, "and / or" in the specification and claims represents at least one of the connected objects, and the character " / " generally indicates that the objects associated with each other are in an "or" relationship.

[0036] It should be noted that, in the description of the present application, the orientation or positional relationship indicated by terms such as "front, back, up, down, left, right", "lateral, vertical, perpendicular, horizontal" and "top, bottom" are usually based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present application and simplifying the description. Unless otherwise stated, these orientation words do not indicate or imply that the device or element referred to must have a specific orientation or be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the scope of protection of the present application; the orientation words "inside and outside" refer to the inside and outside relative to the contour of each component itself.

[0037] It should be noted that, in the present application, the terms "comprise", "include" or any other variant thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, an element defined by the sentence "comprises one..." does not exclude the presence of other identical elements in the process, method, article or device including the element. In addition, it should be noted that the scope of the methods and devices in the embodiments of the present application is not limited to performing functions in the order shown or discussed, and may also include performing functions in a substantially simultaneous manner or in reverse order according to the functions involved, for example, the described method may be performed in an order different from that described, and various steps may also be added, omitted or combined. In addition, the features described with reference to certain examples may be combined in other examples. Embodiment 1:

[0038] See also Figure 1 - Figure 3 As shown, this embodiment provides an IC anaerobic tower, comprising:

[0039] A tower body 1, a separation tank 2 is provided on the circumference and at the upper part of the tower body 1, a primary three-phase separator 3 and a secondary three-phase separator 4 are sequentially installed in the inner cavity of the tower body 1 from bottom to top, the primary three-phase separator 3 and the secondary three-phase separator 4 divide the inner cavity of the tower body 1 into a first reaction zone, a second reaction zone and a gas-liquid separation zone from bottom to top, a sludge hood 5 is installed at the bottom of the inner cavity of the tower body 1, a water inlet pipe 6 is provided at the lower side of the sludge hood 5, and one end of the water inlet pipe 6 penetrates the inner wall of the tower body 1 and extends to the outside, and a sludge discharge pipe 7 is provided on the side wall of the tower body 1 and at the upper part of the first reaction zone;

[0040] The gas-liquid separation component is located in the separation tank 2 and is used to separate the liquid and gas in the upper part of the tower body 1. The gas-liquid separation component includes:

[0041] The main part of the water pipe 8 is an annular tubular structure, and the lower part of the annular tube is provided with a plurality of liquid inlets equidistantly distributed around the circumference. The main part of the water pipe 8 is arranged in the gas-liquid separation area of ​​the tower body 1, and the branch part of the water pipe 8 is horizontally extended and penetrates the inner wall of the tower body 1 and extends to the inner cavity of the separation tank 2. A water pump 9 is installed on the branch part of the water pipe 8. A baffle 10 with an inverted L-shaped cross section is fixed in the inner cavity of the separation tank 2 and near the branch outlet of the water pipe 8. The inner cavity of the separation tank 2 is from bottom to top. A plurality of umbrella plate separators 11 are fixed on the top in sequence, a gas collecting chamber 12 is provided on the top of the separation tank 2, a wire mesh demister 13 is installed in the gas collecting chamber 12, a gas collecting pipe 14 with a T-shaped structure is provided directly above the tower body 1, one end of the gas collecting pipe 14 passes through the gas collecting chamber 12 and extends to the inner cavity of the gas collecting chamber 12, the bottom end of the gas collecting pipe 14 passes through the upper surface of the tower body 1 and extends to the gas-liquid separation area in the tower body 1, a trumpet-shaped gas collecting cover 15 is fixed to the bottom end of the gas collecting pipe 14, and a drain pipe 16 is fixed to the bottom of the separation tank 2;

[0042] The barrier mesh plate 17 is fixedly installed between the primary three-phase separator 3 and the secondary three-phase separator 4 and close to the upper position of the primary three-phase separator 3;

[0043] The cleaning component is located directly above the barrier mesh plate 17 and is used to clean the granular sludge remaining on the barrier mesh plate 17. The cleaning component includes:

[0044] The protective cover 18 is arranged at the axial position just above the barrier mesh plate 17. The supporting rods 19 fixed to the inner wall of the tower body 1 are symmetrically fixed on the peripheral side of the protective cover 18. A rotating shaft 20 is rotatably connected just below the protective cover 18, and the top of the rotating shaft 20 passes through the lower surface of the protective cover 18 and extends to the inner cavity of the protective cover 18. A bevel gear 1 21 is coaxially connected to the rotating shaft 20 and located in the position inside the protective cover 18. The peripheral side of the bevel gear 1 21 is meshedly connected with a bevel gear 22. A bearing seat 23 is installed on the top surface of the inner cavity of the protective cover 18, and the rotating shaft 20 is connected to the inner cavity of the protective cover 18. The shaft 20 cooperates with the bearing seat 23, and a bracket 25 is fixed to the outer wall of the tower body 1, and a motor 26 is installed on the bracket 25. The output shaft end of the motor 26 is coaxially connected with the connecting shaft 24, and the other end of the connecting shaft 24 passes through the outer wall of the tower body 1 and extends to the inner cavity of the protective cover 18 and is coaxially connected to the bevel gear 22. A plurality of circumferentially equidistantly distributed fixing plates 27 are fixed on the rotating shaft 20 and located at the outer side of the protective cover 18. The lower surface of the fixing plate 27 is provided with evenly distributed soft brushes, and the bottom end of the soft brush is in contact with the upper surface of the barrier mesh plate 17.

[0045] When the device is in use, sewage is injected into the inner cavity of the tower body 1 through the water inlet pipe 6. The sewage diffuses upward along the bottom edge of the sludge cover 5 and contacts and reacts with the sludge layer in the mixing zone at the lower part of the first reaction zone to complete the full mixing with the granular sludge in the first reaction zone. The mud-water mixture formed in the mixing zone enters the first reaction zone. Under the action of high-concentration sludge, most of the organic matter is converted into biogas. The upward flow of the mixed liquid and the violent disturbance of the biogas cause the sludge in the first reaction zone to expand and fluidize, thereby strengthening the contact between the mud and water surfaces. The sludge thus maintains high activity. As the biogas production increases, a part of the mud-water mixture is lifted by the biogas to the upper primary three-phase separator 3 and is separated in the primary three-phase separator. The first-level filtration and separation is completed under the action of the device 3, wherein the granular sludge and the decomposed organic matter will form flocculent impurities and form sludge again and settle, and the mixed liquid in a small part moves upward and passes through the barrier screen 17. In this process, the barrier screen 17 effectively blocks the granular sludge and large granular impurities, so that the second reaction zone becomes a relatively clear gas-liquid mixture with less suspended matter. Then these gas-liquid mixtures pass through the secondary three-phase separator 4, and are further subdivided under the action of the secondary three-phase separator 4, and the solid impurities therein are screened and settled. At this time, the mixture in the gas-liquid separation zone of the tower body 1 basically does not contain large granular impurities and the granular sludge that floats thereon;

[0046] Then, the gas-liquid separation component is started, the water pump 9 works, and the biogas-containing liquid on the upper layer of the tower body 1 is pumped from the tower body 1 to the inner cavity of the separation tank 2. The liquid is blocked by the baffle 10 and changes its flow direction and moves downward. At this time, the liquid contacts the umbrella plate separator 11 below, and under the action of the umbrella plate separator 11, the gas-liquid separation is completed. The liquid sinks under the action of gravity and is deposited at the bottom of the separation tank 2 and discharged to the outside through the drain pipe 16. The biogas moves upward and passes through the action of the multiple umbrella plate separators 11 above, and is separated from the moisture contained in the gas again. Finally, the biogas enters the gas collecting chamber 12. In this process, a small amount of liquid in the biogas is separated under the action of the wire mesh demister 13. Finally, the separated biogas is discharged from the gas collecting pipe 14 to the outside. It is worth adding that the lower surface of the gas collecting hood 15 does not contact the water surface in the gas-liquid separation area of ​​the tower body 1, and the gas collecting hood 15 is in a suspended state, thereby realizing the collection of biogas at the top of the inner cavity of the tower body 1.

[0047] When it is necessary to clean the stains on the barrier mesh 17, the cleaning component is started, the motor 26 starts working, the output shaft of the motor 26 rotates and drives the connecting shaft 24 to rotate, the connecting shaft 24 drives the bevel gear 22 to rotate, the bevel gear 22 drives the bevel gear 1 21 to rotate, the bevel gear 1 21 drives the rotating shaft 20 to rotate, and the multiple fixed plates 27 on the rotating shaft 20 rotate accordingly, and the soft brush on the lower surface of the fixed plate 27 cleans the mesh on the barrier mesh 17.

[0048] The IC anaerobic tower of the utility model introduces sewage into the tower body 1 through the water inlet pipe 6, accelerates the mixing of sewage with granular sludge through the sludge cover 5, utilizes the primary three-phase separator 3 and the secondary three-phase separator 4 to perform secondary filtration and separation on the sewage in the tower body 1, and by arranging the barrier mesh plate 17, the granular sludge at the bottom of the tower body 1 is blocked, thereby reducing the possibility of sludge leakage, thereby reducing the possibility of accidents; by arranging the gas-liquid separation component, the separation tank 2, the umbrella plate separator 11, the water pipe 8 and the gas collecting cover 15 are used to separate and process the gas-liquid mixture, thereby improving the collection and utilization rate of biogas by the device and reducing energy loss; by arranging the cleaning component and driving it with the motor 26, the fixed plate 27 can drive the soft brush to clean the granular sludge remaining on the barrier mesh plate 17, thereby avoiding serious blockage of the barrier mesh plate 17 and ensuring the treatment efficiency of the device for sewage purification. Embodiment 2:

[0049] This embodiment provides an IC anaerobic tower, which, in addition to the technical solutions of the above embodiments, also has the following technical features: valves are provided on the output end of the gas collecting pipe 14 and the drainage pipe 16, and valves are installed on the water inlet pipe 6 and the mud discharge pipe 7.

[0050] Among them, by controlling the valve, gas, liquid, mud, etc. can be discharged separately at the same time. Embodiment 3:

[0051] This embodiment provides an IC anaerobic tower, which, in addition to the technical solutions of the above embodiments, also has the following technical features: an observation port is provided on the outer wall of the tower body 1 near the first reaction zone, and a tempered glass 28 is fixedly installed at the observation port.

[0052] Among them, the operator can observe the sedimentation status and activity of the granular sludge in the first reaction zone through the tempered glass 28, and at the same time observe whether the sludge in the first reaction zone meets the discharge requirements through the tempered glass 28. When there is too much sludge, the operator discharges the sludge at the bottom of the inner cavity of the tower body 1.

[0053] The tempered glass 28 is provided to facilitate operators to observe the inner cavity conditions of the tower body 1 .

[0054] The embodiments of the present application are described above in conjunction with the accompanying drawings. In the absence of conflict, the embodiments in the present application and the features in the embodiments can be combined with each other. The present application is not limited to the above-mentioned specific implementation methods. The above-mentioned specific implementation methods are merely illustrative and not restrictive. Under the guidance of the present application, ordinary technicians in this field can also make many forms without departing from the purpose of the present application and the scope of protection of the claims, all of which are within the protection of the present application.

Claims

1. An IC anaerobic tower, characterized in that: include: A tower body (1), wherein a separation tank (2) is provided on the circumferential side and at an upper position of the tower body (1), and the inner cavity of the tower body (1) is provided with a primary three-phase separator (3) and a secondary three-phase separator (4) in sequence from bottom to top, and the primary three-phase separator (3) and the secondary three-phase separator (4) divide the inner cavity of the tower body (1) into a first reaction zone, a second reaction zone and a gas-liquid separation zone in sequence from bottom to top, and a sludge hood (5) is provided at the bottom of the inner cavity of the tower body (1), and a water inlet pipe (6) is provided at the lower side of the sludge hood (5), and one end of the water inlet pipe (6) penetrates the inner wall of the tower body (1) and extends to the outside, and a sludge discharge pipe (7) is provided on the side wall of the tower body (1) and at an upper position of the first reaction zone; A gas-liquid separation component, the gas-liquid separation component is located in the separation tank (2) and is used to separate the liquid and gas in the upper part of the tower body (1); A barrier mesh plate (17), wherein the barrier mesh plate (17) is fixedly installed between the primary three-phase separator (3) and the secondary three-phase separator (4) and close to a position above the primary three-phase separator (3); A cleaning component is located directly above the barrier mesh plate (17) and is used to clean the granular sludge remaining on the barrier mesh plate (17).

2. An IC anaerobic tower according to claim 1, characterized in that: The gas-liquid separation component comprises: A water delivery pipe (8), wherein the main part of the water delivery pipe (8) is an annular tubular structure, the lower part of the annular pipe is provided with a plurality of liquid inlets which are equidistantly distributed around the circumference, the main part of the water delivery pipe (8) is arranged in the gas-liquid separation zone of the tower body (1), the branch part of the water delivery pipe (8) is in a transversely extending shape, and penetrates the inner wall of the tower body (1) and extends to the inner cavity of the separation tank (2), a water pump (9) is installed on the branch part of the water delivery pipe (8), and a baffle (10) with an inverted L-shaped cross section is fixed in the inner cavity of the separation tank (2) and near the branch outlet of the water delivery pipe (8), and the inner cavity of the separation tank (2) is fixed with the following steps from bottom to top: A plurality of umbrella plate separators (11) are provided, a gas collecting chamber (12) is provided on the top of the separation tank (2), a wire mesh demister (13) is installed in the gas collecting chamber (12), a gas collecting pipe (14) with a T-shaped structure is provided directly above the tower body (1), one end of the gas collecting pipe (14) passes through the gas collecting chamber (12) and extends to the inner cavity of the gas collecting chamber (12), the bottom end of the gas collecting pipe (14) passes through the upper surface of the tower body (1) and extends to the gas-liquid separation area in the tower body (1), a trumpet-shaped gas collecting cover (15) is fixed to the bottom end of the gas collecting pipe (14), and a drainage pipe (16) is fixed to the bottom of the separation tank (2).

3. An IC anaerobic tower according to claim 2, characterized in that: Valves are provided at the output end of the gas collecting pipe (14) and the drain pipe (16).

4. An IC anaerobic tower according to claim 1, characterized in that: Valves are installed on the water inlet pipe (6) and the mud discharge pipe (7).

5. The IC anaerobic tower according to claim 1, characterized in that: The cleaning component comprises: A protective cover (18), wherein the protective cover (18) is arranged at an axial position just above the barrier mesh plate (17), a support rod (19) fixed to the inner wall of the tower body (1) is symmetrically fixed to the peripheral side of the protective cover (18), a rotating shaft (20) is rotatably connected to the protective cover (18) just below the protective cover (18), and the top end of the rotating shaft (20) penetrates the lower surface of the protective cover (18) and extends to the inner cavity of the protective cover (18), a bevel gear 1 (21) is coaxially connected to the rotating shaft (20) and located in the protective cover (18), a bevel gear 2 (22) is meshedly connected to the peripheral side of the bevel gear 1 (21), and a bearing seat (23) is installed on the top surface of the inner cavity of the protective cover (18), The rotating shaft (20) cooperates with the bearing seat (23); a bracket (25) is fixed to the outer wall of the tower body (1); a motor (26) is mounted on the bracket (25); an output shaft end of the motor (26) is coaxially connected to a connecting shaft (24); the other end of the connecting shaft (24) penetrates the outer wall of the tower body (1) and extends to the inner cavity of the protective cover (18) and is coaxially connected to the second bevel gear (22); a plurality of circumferentially equidistantly distributed fixing plates (27) are fixed on the rotating shaft (20) and located outside the protective cover (18); the lower surface of the fixing plate (27) is provided with evenly distributed soft brushes, and the bottom ends of the soft brushes are in contact with the upper surface of the barrier mesh plate (17).

6. The IC anaerobic tower according to claim 1, characterized in that: An observation port is provided on the outer wall of the tower body (1) near the first reaction zone, and a tempered glass (28) is fixedly installed at the observation port.

Citation Information

Patent Citations

  • Efficient anaerobic IC tower

    CN216808507U