Inclined plate type precipitation device

By setting up a box-shaped sedimentation mechanism in the aerobic tank and adopting a two-stage inclined plate sedimentation design, the problems of existing inclined plate sedimentation devices such as large footprint, clogging, difficult maintenance and high energy consumption are solved, and efficient solid-liquid separation and stable operation are achieved.

CN223439251UActive Publication Date: 2025-10-17深圳市环境水务集团有限公司 +2
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Patent Information

Application Number
CN202422657222.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-31
Publication Date
2025-10-17
Estimated Expiration
2034-10-31

AI Technical Summary

Technical Problem

The existing inclined plate sedimentation device has the problems of large floor space, easy clogging, difficult maintenance, limited sedimentation efficiency and high operating energy consumption.

Method used

A double inclined plate sedimentation design is adopted, including setting a box-shaped sedimentation mechanism in the aerobic tank, forming a collection area through the first collection plate and the second collection plate, and setting the first and second inclined plates between the water inlet weir plate and the partition plate, optimizing the angle and spacing of the inclined plates to achieve two sedimentation processes.

Benefits of technology

It significantly improves sedimentation efficiency, reduces land requirements, lowers construction costs, avoids blockage and flow disturbance, and improves effluent water quality and operational stability.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an inclined plate type sedimentation device, which comprises an aerobic tank, an inclined plate type sedimentation tank and an inclined plate type sedimentation tank, the precipitation mechanism comprises a water inlet weir plate and a side plate, a first collecting plate is obliquely arranged at the lower end of the water inlet weir plate, a second collecting plate is obliquely arranged at the lower end of the side plate, and a collecting area is formed between the first collecting plate and the second collecting plate; the lower end of the first collecting plate and the lower end of the second collecting plate form a gap through which sediments slide to the bottom of the aerobic tank; a partition plate is arranged between the water inlet weir plate and the side plate; a plurality of first inclined plates which are parallel to one another and are arranged at intervals are arranged between the water inlet weir plate and the partition plate, a plurality of second inclined plates which are parallel to one another and are arranged at intervals are arranged between the partition plate and the side plate, and a plurality of water outlet weir channels are arranged above the second inclined plates. The two-time inclined plate sedimentation design is adopted, the sedimentation efficiency is effectively improved, meanwhile, the integrated design is adopted, and the cost is effectively reduced.
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Description

TECHNICAL FIELD

[0001] The utility model relates to water treatment equipment technical field, concretely relates to a inclined plate type sedimentation device. BACKGROUND

[0002] The sedimentation device widely used in the field of water treatment mainly includes horizontal flow sedimentation tank, inclined pipe (plate) sedimentation tank. Among them, the inclined plate type sedimentation tank is widely applied due to its small land occupation, high processing efficiency, simple operation and maintenance and other advantages. The existing inclined plate type sedimentation device generally includes a sedimentation tank, and a plurality of parallel arranged inclined plates are arranged in the sedimentation tank. These inclined plates are usually arranged at a certain angle, so that when water flows, suspended particles are settled on the surface of the inclined plate under the action of gravity and slide along the inclined plate to the bottom of the sedimentation tank. This design can increase the settling area, thereby improving the solid-liquid separation efficiency.

[0003] However, the existing design of the inclined plate type sedimentation device has the following problems:

[0004] Large land occupation: Although the inclined plate design improves the settling efficiency, in order to treat large flow of water, the equipment itself still needs to occupy a larger space, which is a significant limitation in a limited space environment.

[0005] Prone to blockage: Due to the small spacing between the inclined plates, larger suspended particles or impurities are prone to block the gap between the inclined plates, causing poor water flow, thereby affecting the overall settling effect and processing efficiency.

[0006] Difficult to maintain: The internal structure of the inclined plate sedimentation device is complex, the number of inclined plates is large and densely arranged, which makes the cleaning and maintenance work difficult. Especially in the long-term operation process, the surface of the inclined plate is easy to attach sludge, bacteria and algae, which not only affects the equipment operation, but also reduces the water quality.

[0007] Limited settling efficiency: For small particles, the existing inclined plate type sedimentation device is difficult to achieve efficient separation and sedimentation due to the limitation of settling time and space, which affects the final treatment effect.

[0008] High operating energy consumption: In order to maintain the smooth flow of water through the inclined plate, the existing device often needs to be equipped with additional water pumps or other auxiliary equipment, which increases the overall energy consumption and operating cost.

[0009] Therefore, the prior art still needs to be improved and developed. UTILITY MODEL CONTENT

[0010] The utility model solves the technical problem in the prior art, provides an inclined plate type sedimentation device, which adopts twice inclined plate sedimentation design, and effectively improves the settling efficiency.

[0011] The utility model discloses a technical scheme that solves technical problems as follows:

[0012] A swash plate type sedimentation device comprises:

[0013] An aerobic tank is internally provided with a sedimentation mechanism in the form of a box;

[0014] The sedimentation mechanism comprises a water inlet weir plate and a side plate, the lower end of the water inlet weir plate is obliquely provided with a first collection plate, the lower end of the side plate is obliquely provided with a second collection plate, a collection area is formed between the first collection plate and the second collection plate, and the lower end of the first collection plate and the lower end of the second collection plate form a gap for the sediment to slide to the bottom of the aerobic tank;

[0015] A partition plate is arranged between the water inlet weir plate and the side plate, the distance between the partition plate and the water inlet weir plate is smaller than the distance between the partition plate and the side plate, and the height of the water inlet weir plate is smaller than the height of the partition plate and the side plate;

[0016] A plurality of first inclined plates are arranged between the water inlet weir plate and the partition plate, the first inclined plates are arranged in parallel and at intervals, a plurality of second inclined plates are arranged between the partition plate and the side plate, the second inclined plates are arranged in parallel and at intervals, and a plurality of water outlet weir channels are arranged above the second inclined plates.

[0017] Preferably, the bottom side wall of the aerobic tank is provided with a vent pipe, and the middle part of the aerobic tank is provided with a water inlet pipe.

[0018] Preferably, a water inlet partition plate is arranged between the water inlet pipe and the sedimentation mechanism, and the bottom end of the water inlet partition plate and the bottom of the aerobic tank form a water inlet channel.

[0019] Preferably, the first inclined plates are arranged in parallel in front of and behind each other.

[0020] Preferably, the distance between two adjacent first inclined plates is 2-18 cm, and the length of each of the first inclined plates is at least 50 cm.

[0021] Preferably, the inclination angle of the first inclined plates relative to the horizontal plane is 55-60 degrees.

[0022] Preferably, the second inclined plates are arranged in parallel to the left and right of each other.

[0023] Preferably, the distance between two adjacent second inclined plates is 2-18 cm, and the length of each of the second inclined plates is at least 50 cm.

[0024] Preferably, the inclination angle of the second inclined plates relative to the horizontal plane is 55-60 degrees.

[0025] Preferably, the first inclined plate and the second inclined plate are fixedly connected together by a frame.

[0026] Compared with the prior art, the inclined plate type sedimentation device has the following advantages

[0027] Beneficial effects:

[0028] By installing the sedimentation mechanism inside the aerobic tank, the land area required for independently constructing the sedimentation mechanism is saved, the complexity of pipeline connection and arrangement is reduced, and the construction cost and land requirement are effectively reduced.

[0029] The application adopts a rear side flip weir water inlet mode, which can maintain the original water flow state in the aerobic tank, avoids flow state disturbance caused by the change of the water inlet mode, and thus ensures the treatment effect of the aerobic tank and the operation stability of the sedimentation mechanism.

[0030] The application realizes twice sedimentation through the first inclined plate and the second inclined plate, the large-particle suspended matter in the water flow is effectively removed through the first inclined plate sedimentation, and then the water flow passes through the second inclined plate sedimentation again to further separate small particles, so that the solid-liquid separation efficiency is significantly improved, the suspended matter in the water can be better removed, and the water quality is improved. BRIEF DESCRIPTION OF DRAWINGS

[0031] In order to more clearly illustrate the scheme of the application, the drawings required in the embodiment description will be briefly introduced below. Obviously, the drawings in the following description are some embodiments of the application, and other drawings can be obtained by those skilled in the art without creative labor.

[0032] Figure 1 is a top view of an inclined plate type sedimentation device embodiment of the utility model.

[0033] Figure 2 is Figure 1 A-A sectional view of

[0034] Figure 3 is Figure 1 B-B sectional view of

[0035] Figure 4 is a liquid and particle flow direction schematic view. DETAILED DESCRIPTION

[0036] Unless otherwise defined, all technical and scientific terms used herein have the same meanings as commonly understood by those skilled in the art to which this application belongs. The terms used in the specification of the application are only for the purpose of describing specific embodiments and are not intended to limit this application. The terms "including" and "having" and any variations thereof in the specification and claims of this application and the above-mentioned drawings are intended to cover non-exclusive inclusions. The terms "first", "second", etc. in the specification and claims of this application or the above-mentioned drawings are used to distinguish different objects, not to describe a specific order.

[0037] References herein to "embodiments" mean that a particular feature, structure, or characteristic described in connection with the embodiments may be included in at least one embodiment of the present application. The appearance of this phrase in various places in the specification does not necessarily refer to the same embodiment, nor does it constitute an independent or alternative embodiment that is mutually exclusive of other embodiments. It is understood, both explicitly and implicitly, by those skilled in the art that the embodiments described herein may be combined with other embodiments.

[0038] The present invention provides an inclined plate type sedimentation device, such as Figures 1 to 3 As shown, it comprises: an aerobic pool 10, wherein a box-shaped sedimentation mechanism 20 is provided in the aerobic pool 10; the sedimentation mechanism 20 comprises an inlet weir plate 100 and a side plate 200, wherein a first collecting plate 300 is provided obliquely at the lower end of the inlet weir plate 100, and a second collecting plate 400 is provided obliquely at the lower end of the side plate 200, wherein a collecting area 30 is formed between the first collecting plate 300 and the second collecting plate 400, and a gap 301 is formed between the lower end of the first collecting plate 300 and the lower end of the second collecting plate 400 for the sediment to slide to the bottom of the aerobic pool; the inlet weir plate 100 and the side plate 200 are provided obliquely. A partition 500 is arranged between the plates 200, and the distance between the partition 500 and the water inlet weir plate 100 is smaller than the distance between the partition 500 and the side plate 200. The height of the water inlet weir plate 100 is smaller than the heights of the partition 500 and the side plate 200; a plurality of mutually parallel and spaced first inclined plates 600 are arranged between the water inlet weir plate 100 and the partition 500, and a plurality of mutually parallel and spaced second inclined plates 700 are arranged between the partition 500 and the side plate 200, and a plurality of mutually parallel and spaced outlet weir channels 800 are arranged above the second inclined plates 700.

[0039] like Figure 4As shown, the principle of the present application is that after supplying water to the aerobic tank 10, the water flow enters the first inclined plate 600 downward through the water inlet weir plate 100, and the large particles in the water flow are effectively removed by the first inclined plate 600. Subsequently, the water flow enters the second inclined plate 700 upward after bypassing the partition plate 500, and the fine particles are further separated by the second inclined plate 700. The present application designs a two-time inclined plate sedimentation process, first downward and then upward. This design significantly improves the efficiency of solid-liquid separation, better removes suspended solids in water, and improves the water quality.

[0040] The present application turns the water inlet weir plate 100 on the back side of the water flow in the aerobic tank 10, and the rear weir inlet can maintain the original water flow pattern in the aerobic tank 10, avoiding flow pattern disturbance caused by changes in water inlet mode, thereby ensuring the treatment effect of the aerobic tank and the operation stability of the sedimentation mechanism.

[0041] The present application designs the sedimentation mechanism 20 in the aerobic tank 10, directly installs the inclined plate sedimentation device inside the aerobic tank 10, saves the land area required for independent construction of the sedimentation tank, reduces the complexity of pipeline connection and arrangement, and effectively reduces the construction cost and land requirement.

[0042] In specific implementation, the bottom side wall of the aerobic tank 10 is provided with a vent pipe 101, and the middle part of the aerobic tank 10 is provided with a water inlet pipe 102.

[0043] In specific implementation, a water inlet partition plate 900 is arranged between the water inlet pipe 102 and the sedimentation mechanism 20, and the bottom end of the water inlet partition plate 900 and the bottom of the aerobic tank 10 form a water inlet passage 103.

[0044] In specific implementation, a plurality of first inclined plates 600 are parallel to each other front and back.

[0045] In specific implementation, the spacing between adjacent two first inclined plates 600 is 2-18 cm, preferably 8-13 cm, and the length of a plurality of first inclined plates 600 is at least 50 cm, preferably 80 cm.

[0046] In specific implementation, the inclination angle of a plurality of first inclined plates 600 relative to the horizontal plane is 55-60 degrees.

[0047] In specific implementation, a plurality of second inclined plates 700 are parallel to each other left and right.

[0048] In specific implementation, the spacing between adjacent two second inclined plates 700 is 2-18 cm, preferably 8-13 cm, and the length of a plurality of second inclined plates is at least 50 cm, preferably 80 cm.

[0049] In specific implementation, the inclination angle of the second inclined plate 700 relative to the horizontal plane is 55 degrees to 60 degrees.

[0050] The included angle between the water inlet weir plate 100 and the first collection plate 300 is 135 degrees, and the included angle between the second collection plate 400 and the horizontal plane is 35 degrees.

[0051] In order to achieve the best sedimentation effect, the angle and spacing of the inclined plate are optimized in the application. The first inclined plate 600 and the second inclined plate 700 are arranged at a specific angle, which not only ensures the effective sedimentation of suspended particles, but also prevents the blockage problem between the inclined plates, thereby improving the treatment capacity and operation stability of the device.

[0052] The first inclined plate 600 and the second inclined plate 700 are made of standard materials (steel, coated steel), plastics such as polypropylene, fiber reinforced plastics (epoxy resin and / or unsaturated polyester resin), and nano ceramic membranes.

[0053] In specific implementation, the first inclined plate 600 and the second inclined plate 700 are fixedly connected together by a frame (not shown in the figure).

[0054] The first inclined plate 600 and the second inclined plate 700 are arranged in a detachable and adjustable manner. In order to consider the convenience of maintenance and cleaning of the device, through the detachable and adjustable inclined plate structure, the user can conveniently clean and maintain, thereby reducing the problems caused by the attachment of sludge, bacteria and algae during operation.

[0055] The application is used for separating and precipitating suspended solids in a water tank, and is widely used in municipal sewage treatment, industrial wastewater treatment, water treatment and other fields, and is a device for improving the efficiency of solid-liquid separation and the effect of sedimentation and purification.

[0056] In summary, the inclined plate type sedimentation device disclosed by the application is used for supplying water to an aerobic tank, and the water flow enters the first inclined plate downward through the water inlet weir plate, and the large particle suspended matter in the water flow is effectively removed through the first inclined plate sedimentation. Subsequently, the water flow enters the second inclined plate upward after bypassing the partition plate, and the fine particles are further separated through the second inclined plate sedimentation. The application designs a two-time inclined plate sedimentation process, which is downward first and upward second. This design significantly improves the efficiency of solid-liquid separation, can better remove the suspended matter in the water, and improves the water quality.

[0057] Obviously, the above-described embodiments are only some embodiments but not all the embodiments of the present application, the preferred embodiments of the present application are shown in the drawings, but do not limit the patent scope of the present application. The present application can be implemented in many different forms, and conversely, the purpose of providing these embodiments is to make the disclosure of the present application more thorough and comprehensive. Although the present application has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing specific embodiments, or make equivalent replacements to some technical features therein. Any equivalent structure made by using the content of the specification and drawings, directly or indirectly applied to other related technical fields, is also within the patent protection scope of the present application.

Claims

1. An inclined plate type sedimentation device, characterized in that: include: an aerobic tank, wherein a box-shaped sedimentation mechanism is provided in the aerobic tank; The sedimentation mechanism includes an inlet weir plate and a side plate. A first collecting plate is obliquely provided at the lower end of the inlet weir plate, and a second collecting plate is obliquely provided at the lower end of the side plate. A collecting area is formed between the first collecting plate and the second collecting plate. A gap is formed between the lower ends of the first collecting plate and the second collecting plate for sediment to slide to the bottom of the aerobic tank. A partition is provided between the water inlet weir plate and the side plate, the distance between the partition and the water inlet weir plate is smaller than the distance between the partition and the side plate, and the height of the water inlet weir plate is smaller than the height of the partition and the side plate; A plurality of mutually parallel and spaced first inclined plates are arranged between the water inlet weir plate and the partition plate, a plurality of mutually parallel and spaced second inclined plates are arranged between the partition plate and the side plate, and a plurality of mutually parallel and spaced outlet weir channels are arranged above the second inclined plates.

2. The inclined plate type sedimentation device according to claim 1, characterized in that: A vent pipe is provided on the bottom side wall of the aerobic tank, and a water inlet pipe is provided in the middle of the aerobic tank.

3. The inclined plate type sedimentation device according to claim 2, characterized in that: A water inlet baffle is provided between the water inlet pipe and the sedimentation mechanism, and the bottom end of the water inlet baffle and the bottom of the aerobic tank form a water inlet channel.

4. The inclined plate type sedimentation device according to claim 1, characterized in that: The plurality of first inclined plates are parallel to each other front and back.

5. The inclined plate type sedimentation device according to claim 4, characterized in that: The distance between two adjacent first inclined plates is 2 cm to 18 cm, and the length of several first inclined plates is at least 50 cm.

6. The inclined plate type sedimentation device according to claim 5, characterized in that: The inclination angle of the plurality of first inclined plates relative to the horizontal plane is 55 degrees to 60 degrees.

7. The inclined plate type sedimentation device according to claim 1, characterized in that: The plurality of second inclined plates are parallel to each other.

8. The inclined plate type sedimentation device according to claim 7, characterized in that: The distance between two adjacent second inclined plates is 2 cm to 18 cm, and the length of several second inclined plates is at least 50 cm.

9. The inclined plate type sedimentation device according to claim 8, characterized in that: The inclination angle of the plurality of second inclined plates relative to the horizontal plane is 55 degrees to 60 degrees.

10. The inclined plate type sedimentation device according to claim 1, characterized in that: A plurality of the first inclined plates and a plurality of the second inclined plates are fixedly connected together through a frame.