Anaerobic device and anaerobic tank
By placing a three-phase separator at the bottom of the anaerobic device, combined with an inlet tank, an outer inclined plate, and an inner inclined plate, the problems of long sewage treatment time and large space occupation in existing technologies are solved, achieving rapid separation and sedimentation and improving treatment efficiency.
Patent Information
- Application Number
- CN202422647029.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-30
- Publication Date
- 2025-10-24
- Estimated Expiration
- 2034-10-30
AI Technical Summary
When treating sewage, existing anaerobic devices require pretreatment through other equipment before entering the three-phase separator, resulting in long treatment time and large space occupation.
Design an anaerobic device by placing a three-phase separator at the bottom of the shell, combined with an inlet tank, an outer inclined plate, and an inner inclined plate, to achieve preliminary separation and sedimentation of wastewater. The wastewater is then guided into the shell by a partition, further reducing space occupation and improving treatment efficiency.
It achieves rapid separation and sedimentation of wastewater, reduces space occupation, improves treatment efficiency, and avoids backflow of water after separation by the three-phase separator, saving reaction space.
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Figure CN223468262U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The application relates to an anaerobic device, in particular to an anaerobic device and an anaerobic pool. BACKGROUND
[0002] In the prior art, when an anaerobic device is used for anaerobic treatment, a three-phase separator is usually used to treat sewage. However, some sewage needs to be placed and treated in advance by other equipment before entering the three-phase separator, and then the treated sewage is separated by the three-phase separator, so that the anaerobic time is long, the space occupied by the other equipment for treating the sewage in advance is large, and the problems are solved by the anaerobic device and the anaerobic pool. CONTENT OF THE INVENTION
[0003] The application provides an anaerobic device and an anaerobic pool to solve the problems in the prior art, and the technical scheme is as follows.
[0004] In a first aspect, the application provides an anaerobic device, which comprises:
[0005] A shell, the two sides of the shell are provided with water inlet grooves, and the top of the shell is provided with an opening;
[0006] A partition plate is arranged in the shell, and the partition plate corresponds to one end of the water inlet grooves inside the shell;
[0007] A three-phase separator is arranged at the bottom of the shell, the partition plate corresponds to the three-phase separator, the opening is arranged above the three-phase separator, and the sewage separated by the three-phase separator enters the shell through the water inlet grooves.
[0008] In one embodiment,
[0009] The partition plate and the shell form an included angle of 30 degrees.
[0010] In one embodiment, the application further comprises:
[0011] An outer inclined plate is arranged in the water inlet groove.
[0012] In one embodiment, the application further comprises:
[0013] An inner inclined plate is arranged in the shell, and the inner inclined plate is arranged above the three-phase separator.
[0014] In one embodiment, the application further comprises:
[0015] A water collecting groove is arranged in the shell, and the water collecting groove is arranged above the inner inclined plate.
[0016] In one embodiment, the application further comprises:
[0017] A water outlet pipe penetrates a side wall of the shell and is connected to the water collecting tank.
[0018] In one embodiment, further comprising:
[0019] An exhaust pipe penetrates a side wall of the shell and is connected to the three-phase separator.
[0020] In one embodiment,
[0021] The water collecting tank is located at the opening, and the height of the water collecting tank is lower than the height of the opening.
[0022] In a second aspect, the embodiments of the present application provide an anaerobic tank, comprising:
[0023] An anaerobic device according to any one of the above embodiments.
[0024] In one embodiment, further comprising:
[0025] A shell, the three-phase separator is arranged in the shell, the bottom of the shell has an opening, and the bottom of the three-phase separator is connected to the shell.
[0026] The advantages or beneficial effects of the above technical solutions at least include:
[0027] By arranging the three-phase separator at the bottom of the shell, the gas-laden sludge-water mixture is preliminarily separated into gas and sludge-water mixture when passing through the three-phase separator during the rising of the sewage in the anaerobic tank, and the water inlet tank is arranged, so that the preliminarily separated sludge-water mixture enters the shell through the water inlet tank, so that the sludge in the sewage is deposited in the water inlet tank, the water and gas are separated through the three-phase separator at the bottom of the shell, the water inlet of the water inlet tank is guided through the arrangement of the partition plate, the backflow of the water separated by the three-phase separator is avoided, and the water inlet tank is arranged on the shell, thereby further saving the space required for sewage reaction.
[0028] The above summary is intended to illustrate only and is not intended to limit in any way. In addition to the illustrative aspects, embodiments and features described above, further aspects, embodiments and features will be readily apparent to those skilled in the art by reference to the drawings and the following detailed description. BRIEF DESCRIPTION OF DRAWINGS
[0029] In the drawings, like reference numerals refer to same or similar functionalities throughout the several views. The drawings are not necessarily to scale. It is to be understood that the drawings only depict several embodiments of the disclosure and are not to be considered as limiting its scope.
[0030] Figure 1 A structural schematic view of the present application;
[0031] Figure 2 It is a side sectional view structural schematic diagram of the utility model;
[0032] Figure 3 It is a top view structural schematic diagram of the utility model;
[0033] Figure 4 It is a top view structural schematic diagram of the anaerobic tank;
[0034] 100, anaerobic device;
[0035] 110, shell; 111, outer inclined plate; 112, inner inclined plate; 113, water collecting tank; 114, water outlet pipe; 115, exhaust pipe; 116, water inlet tank; 117, opening;
[0036] 120, partition;
[0037] 130, three-phase separator;
[0038] 200, anaerobic tank; 201, shell. DETAILED DESCRIPTION
[0039] In the following, only certain exemplary embodiments are simply described. As those skilled in the art can recognize, the described embodiments can be modified in various different ways without departing from the spirit or scope of the present application. Therefore, the drawings and the description are considered to be essentially exemplary rather than limiting.
[0040] Figures 1-3 A structure diagram of an anaerobic device 100 according to an embodiment of the present application is shown. As shown in the figure, the anaerobic device 100 can include: Figures 1-3
[0041] Shell 110, the shell 110 has water inlet tank 116 on both sides, and the shell 110 has opening 117 on the top;
[0042] Partition 120, the partition 120 is arranged in the shell 110, and the partition 120 corresponds to one end inside the shell 110 with the water inlet tank 116;
[0043] Three-phase separator 130, the three-phase separator 130 is located at the bottom of the shell 110, the partition 120 corresponds to the three-phase separator 130, the opening 117 is located above the three-phase separator 130, and the sewage is separated by the three-phase separator 130 and then enters the shell 110 by the water inlet tank 116.
[0044] In the embodiment, the sewage is separated by the three-phase separator 130, then enters the shell 110 through the water inlet groove 116, and the sludge in the sewage is preliminarily adsorbed by the water inlet groove 116. The adsorbed sewage enters the three-phase separator 130 under the guidance of the partition plate 120, and the three-phase separator 130 separates the sewage into water and gas, while the sludge impurities in the sewage are deposited at the bottom of the shell 110. The gas generated after the separation of the three-phase separator 130 is transported outside the shell 110, and the water generated is transported to the opening 117 through the shell 110.
[0045] By arranging the three-phase separator 130 at the bottom of the shell 110, the gas- containing sludge-water mixture is preliminarily separated into gas and sludge-water mixture when the sewage rises in the anaerobic tank 200 and passes through the three-phase separator 130. The preliminarily separated sludge-water mixture enters the shell through the water inlet groove 116, so that the sludge in the sewage is deposited in the water inlet groove 116. The water and gas are separated by the three-phase separator 130 at the bottom of the shell 110. The water inlet of the water inlet groove 116 is guided by the partition plate 120 to avoid backflow of the water separated by the three-phase separator 130. Furthermore, the water inlet groove 116 is arranged on the shell 110 to further save the space required for sewage reaction.
[0046] As shown in Figure 1 , in an embodiment,
[0047] The partition plate 120 and the shell 110 form an included angle of 30°.
[0048] In the embodiment, the top of the three-phase separator 130 forms an included angle of 60°, and the partition plate 120 and the shell 110 form an included angle of 30° (i.e. the included angle between one end of the water inlet groove 116 in the shell 110 and the partition plate 120 is 60°). After the sewage in the water inlet groove 116 enters the shell 110, the partition plate 120 plays a certain guiding role, thereby improving the reaction efficiency of the three-phase separator 130 on the sewage.
[0049] As shown in Figures 1-3 , in an embodiment, the application further comprises:
[0050] The outer inclined plate 111 is arranged in the water inlet groove 116.
[0051] In the embodiment, the sludge in the sewage entering through the water inlet groove 116 is attached to the outer inclined plate 111 and preliminarily deposited, thereby creating good conditions for the re-deposition of the inner inclined plate 112. In addition, the inclination angle and spacing of the outer inclined plate 111 can be adjusted as needed to maximize the deposition area and deposition efficiency.
[0052] As shown inFigures 1-3 As shown in one embodiment, further comprising:
[0053] The inner inclined plate 112 is arranged in the shell, and is located above the three-phase separator 130.
[0054] In the embodiment, the organic matter remaining in the water separated by the outer inclined plate 111 is attached by the inner inclined plate 112, so that the harmful substances are removed, and the three-phase separator 130 and the outer inclined plate 111 attach the organic matter remaining in the separated water, thereby improving the efficiency of anaerobic treatment of sewage and reducing the loss of anaerobic sludge.
[0055] As shown in one embodiment, further comprising: Figures 1-3
[0056] The water collecting tank 113 is arranged in the shell 110 and is located above the inner inclined plate 112.
[0057] In the embodiment, the cross section of the water collecting tank 113 is in a “concave” shape structure, and the water separated by the three-phase separator 130 and adsorbed by the inner inclined plate 112 enters the water collecting tank 113.
[0058] As shown in one embodiment, further comprising: Figures 1-3
[0059] The water outlet pipe 114 penetrates the side wall of the shell 110 and is in communication with the water collecting tank 113.
[0060] In the embodiment, the water outlet pipe 114 is in communication with the water collecting tank 113, so that the water reacted in the three-phase separator 130 is taken out for next anaerobic or aerobic treatment.
[0061] As shown in one embodiment, further comprising: Figures 1-3
[0062] The exhaust pipe 115 penetrates the side wall of the shell 110 and is connected with the three-phase separator 130.
[0063] In the embodiment, the exhaust pipe 115 is connected with the three-phase separator 130, so that the gas generated after the sewage is separated by the three-phase separator 130 is discharged.
[0064] As shown in one embodiment, further comprising: Figure 1
[0065] The water collecting tank 113 is located at the opening 117, and the height of the water collecting tank 113 is lower than the height of the opening 117.
[0066] In this embodiment, the height of the sump 113 is lower than the opening 117 to prevent the water processed by the three-phase separator 130 from overflowing from the opening 117 , thereby facilitating the collection of the water processed by the three-phase separator 130 through the sump 113 .
[0067] Figure 4 FIG. 2 shows a structural diagram of an anaerobic tank 200 according to an embodiment of the present application. Figure 4 As shown, the anaerobic tank 200 may include:
[0068] An anaerobic device 100 as described in any one of the above embodiments.
[0069] In one embodiment, it further includes:
[0070] The shell 201 and the three-phase separator 130 are arranged in the shell 201 . The bottom of the shell 110 has an opening, and the bottom of the three-phase separator 130 is connected to the shell 201 .
[0071] In this embodiment, a plurality of anaerobic devices 100 may be disposed within the housing 201. A sewage inlet pipe is provided at the bottom of the housing 201. After sewage enters the bottom of the housing 201, an anaerobic reaction begins at the bottom of the housing 201, generating sludge and bubbles. The bubbles float upward and enter the bottom of the three-phase separator 130. After separation by the three-phase separator 130, the bubbles are discharged through the exhaust pipe 115 on the three-phase separator 130.
[0072] The sewage after the anaerobic reaction carries sludge and a small amount of gas, enters the shell 110 through the water inlet tank 116, adsorbs the sludge in the sewage through the outer inclined plate 111, and then adsorbs it through the inner inclined plate 112. The adsorbed sewage enters the water collection tank 113 and is finally discharged through the outlet pipe 114. The sludge on the outer inclined plate 111 and the inner inclined plate 112 is finally settled to the bottom of the outer shell 201 through the bottom of the shell 110.
[0073] Furthermore, the cross section of the three-phase separator 130 is arranged in an inverted V shape;
[0074] Furthermore, the liquid level of the sewage in the housing 201 is higher than the height of the water inlet groove 116 and lower than the height of the opening 117 on the housing 110, thereby ensuring that the sewage enters the housing 110 through the water inlet groove 116;
[0075] Sewage from the bottom of the anaerobic tank 200 enters, anaerobic reaction occurs at the bottom of the anaerobic tank 200, due to microbial reproduction and bubble generation, in the process of sewage upflow, gas and part of sludge mixture rise to the anaerobic device 100, under the action of the three-phase separator 130, the gas and sludge-water mixture is preliminarily separated, the sludge-water mixture enters the shell through the water inlet groove 116, under the action of the outer inclined plate 111 and the inner inclined plate 112 filler, the sludge-water mixture is separated, the sludge is precipitated in the shell 110, and falls to the bottom of the outer shell 201 through the partition plate 120 and the top of the three-phase separator 130 to carry out reaction again;
[0076] Compared with the prior art, the anaerobic device 100 is arranged outside the anaerobic tank 200, which is more space-saving and improves the processing efficiency.
[0077] The functions of the modules in the devices in the embodiments of the present application can be referred to the corresponding description in the above method, which will not be repeated here.
[0078] In the description of the present application, the description of the terms "one embodiment", "some embodiments", "example", "specific example" or "some examples" means that the specific features, structures, materials or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of the present application. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner. In addition, the skilled in the art can combine and combine the different embodiments or examples described in the present application and the features of the different embodiments or examples without contradiction.
[0079] In addition, the terms "first", "second" are only for description purpose, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of indicated technical features. Therefore, the features limited by "first", "second" can be explicitly or implicitly included at least one feature. In the description of the present application, the meaning of "multiple" is two or more than two, unless otherwise specifically limited.
[0080] The above is only a specific embodiment of the present application, but the protection scope of the present application is not limited thereto, any skilled in the art can easily think of various changes or replacements within the technical range disclosed in the present application, which should be covered in the protection scope of the present application. Therefore, the protection scope of the present application should be subject to the protection scope of the claims.
Claims
1. An anaerobic device, characterized by, Comprising: a shell, both sides of the shell having a water inlet groove, the top of the shell having an opening; a partition plate arranged in the shell, the partition plate corresponding to one end of the water inlet groove inside the shell; a three-phase separator located at the bottom of the shell, the partition plate corresponding to the three-phase separator, the opening being above the three-phase separator, sewage separated by the three-phase separator entering the shell through the water inlet groove.
2. The anaerobic device according to claim 1, wherein: the partition plate and the shell form an angle of 30°.
3. An anaerobic device according to claim 2, wherein Further comprising: an outer inclined plate arranged in the water inlet groove.
4. An anaerobic apparatus according to claim 3, wherein Further comprising: an inner inclined plate arranged in the shell, the inner inclined plate being above the three-phase separator.
5. An anaerobic apparatus according to claim 4, wherein Further comprising: a water collecting groove arranged in the shell, the water collecting groove being above the inner inclined plate.
6. An anaerobic apparatus according to claim 5, wherein Further comprising: a water outlet pipe penetrating the side wall of the shell and communicating with the water collecting groove.
7. An anaerobic device according to claim 1, wherein Further comprising: an exhaust pipe penetrating the side wall of the shell and communicating with the three-phase separator.
8. The anaerobic device according to claim 5, wherein: the water collecting groove is located at the opening, and the height of the water collecting groove is lower than the height of the opening.
9. An anaerobic tank, characterized by Comprising: the anaerobic device according to any one of claims 1-8.
10. An anaerobic tank according to claim 9, characterised in that Further comprising: a shell, the three-phase separator being arranged in the shell, the bottom of the shell having an opening, and the bottom of the three-phase separator communicating with the shell.