CN203112582U - Integrated precipitating and aerating device - Google Patents
Integrated precipitating and aerating device Download PDFInfo
- Publication number
- CN203112582U CN203112582U CN2012207264100U CN201220726410U CN203112582U CN 203112582 U CN203112582 U CN 203112582U CN 2012207264100 U CN2012207264100 U CN 2012207264100U CN 201220726410 U CN201220726410 U CN 201220726410U CN 203112582 U CN203112582 U CN 203112582U
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- Prior art keywords
- aeration
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- sedimentation
- pond
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- 230000001376 precipitating effect Effects 0.000 title abstract 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 6
- 238000005273 aeration Methods 0.000 claims description 45
- 238000001556 precipitation Methods 0.000 claims description 5
- 239000010802 sludge Substances 0.000 abstract description 13
- 238000004062 sedimentation Methods 0.000 description 23
- 230000004888 barrier function Effects 0.000 description 4
- 239000010865 sewage Substances 0.000 description 3
- 238000010992 reflux Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及一种沉淀曝气一体化装置,属于污水处理技术领域。The utility model relates to an integrated sedimentation and aeration device, which belongs to the technical field of sewage treatment.
背景技术Background technique
现有的曝气沉淀装置中,曝气池和沉淀池是分开建设的,这就存在以下的问题:所需要的沉淀池结构复杂,需要刮泥机、污泥回流泵等设备,将沉淀池内的污泥转移至曝气池中,投资成本和运行成本较高。In the existing aeration and sedimentation device, the aeration tank and the sedimentation tank are constructed separately, which has the following problems: the structure of the required sedimentation tank is complex, and equipment such as a mud scraper and a sludge return pump are needed to transfer the sedimentation tank The sludge is transferred to the aeration tank, and the investment cost and operation cost are relatively high.
实用新型内容Utility model content
本实用新型的目的在于:针对上述现有技术存在的问题,提供一种沉淀曝气一体化装置,可实现污泥自动回流,省去污泥回流设备,结构简单,成本低廉。The purpose of the utility model is to provide an integrated sedimentation and aeration device for the above-mentioned problems in the prior art, which can realize the automatic return of sludge, save the sludge return equipment, and has a simple structure and low cost.
为了达到以上目的,本实用新型的技术方案如下:In order to achieve the above object, the technical scheme of the utility model is as follows:
沉淀曝气一体化装置,包括池体,其特征是,所述池体内设有将池体隔成曝气区和沉淀区的隔挡件,所述隔挡件与池底之间留有空隙;所述曝气区内设有与外部气源连接的曝气管;所述沉淀区底部具有朝曝气区延伸的斜坡,所述沉淀区上部具有出水口。An integrated device for sedimentation and aeration, including a tank body, characterized in that the tank body is provided with a barrier that separates the tank body into an aeration area and a sedimentation area, and there is a gap between the barrier and the bottom of the pool ; The aeration area is provided with an aeration pipe connected to an external air source; the bottom of the sedimentation area has a slope extending toward the aeration area, and the upper part of the sedimentation area has a water outlet.
污水在曝气区内反复充分曝气后,进入沉淀区沉淀,最后从出水口排出,沉淀下来的污泥顺沉淀区底部斜坡流入曝气区内,从而实现自动回流。After repeated and sufficient aeration in the aeration zone, the sewage enters the sedimentation zone for sedimentation, and finally is discharged from the water outlet. The settled sludge flows into the aeration zone along the bottom slope of the sedimentation zone, thereby realizing automatic backflow.
本实用新型进一步完善的技术方案如下:The further perfect technical scheme of the utility model is as follows:
优选地,所述沉淀区底部斜坡从沉淀区侧壁延伸至曝气区底部。Preferably, the slope at the bottom of the sedimentation zone extends from the sidewall of the sedimentation zone to the bottom of the aeration zone.
优选地,所述隔挡件从池体顶部向池底延伸。Preferably, the barrier extends from the top of the pool body to the bottom of the pool.
优选地,所述曝气管具有若干曝气孔,所述曝气管横向设置于曝气区下部。Preferably, the aeration pipe has a number of aeration holes, and the aeration pipe is horizontally arranged at the lower part of the aeration area.
本实用新型可实现污泥自动回流,省去污泥回流设备,结构简单,成本低廉。The utility model can realize automatic reflux of sludge, saves sludge reflux equipment, has simple structure and low cost.
附图说明Description of drawings
下面结合附图对本实用新型作进一步的说明。Below in conjunction with accompanying drawing, the utility model is further described.
图1为本实用新型实施例的结构示意图。Fig. 1 is a schematic structural view of an embodiment of the utility model.
具体实施方式Detailed ways
实施例Example
本实施例的沉淀曝气一体化装置如图1所示,包括池体1,池体1内设有将池体1隔成曝气区3和沉淀区4的隔挡件2(如挡板、挡块等),隔挡件2与池底之间留有空隙;曝气区3内设有与外部气源连接的曝气管5;沉淀区4底部具有朝曝气区3延伸的斜坡4-1,沉淀区4上部具有出水口6。The sedimentation and aeration integrated device of this embodiment is shown in Fig. 1, comprises
污水在曝气区3内反复充分曝气后,进入沉淀区4沉淀,最后从出水口6排出,沉淀下来的污泥顺沉淀区4底部斜坡4-1流入曝气区3内,从而实现自动回流。After repeated and sufficient aeration in the
具体而言,沉淀区4底部斜坡4-1从沉淀区4侧壁延伸至曝气区3底部,这样可进一步确保污泥能流入曝气区3;隔挡件2从池体1顶部向池底延伸,这样可进一步简化结构,降低建造成本;曝气管5具有若干曝气孔5—1,曝气管5横向设置于曝气区3下部,这样可使曝气效率更高。Specifically, the slope 4-1 at the bottom of the sedimentation zone 4 extends from the side wall of the sedimentation zone 4 to the bottom of the
本实施例装置可实现污泥自动回流,省去污泥回流设备,结构简单,成本低廉。The device in this embodiment can realize the automatic sludge return, save the sludge return equipment, and has a simple structure and low cost.
除上述实施例外,本实用新型还可以有其他实施方式。凡采用等同替换或等效变换形成的技术方案,均落在本实用新型要求的保护范围。In addition to the above embodiments, the utility model can also have other implementations. All technical solutions formed by equivalent replacement or equivalent transformation fall within the scope of protection required by the utility model.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012207264100U CN203112582U (en) | 2012-12-25 | 2012-12-25 | Integrated precipitating and aerating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012207264100U CN203112582U (en) | 2012-12-25 | 2012-12-25 | Integrated precipitating and aerating device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203112582U true CN203112582U (en) | 2013-08-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012207264100U Expired - Fee Related CN203112582U (en) | 2012-12-25 | 2012-12-25 | Integrated precipitating and aerating device |
Country Status (1)
| Country | Link |
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| CN (1) | CN203112582U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104743679A (en) * | 2015-03-27 | 2015-07-01 | 上海海洋大学 | Continuous-flow biological flocculation water treating reactor and method using the continuous-flow biological flocculation water treating reactor |
| CN106365301A (en) * | 2016-10-25 | 2017-02-01 | 湖北飞歌科技有限公司 | Track ditch aeration sedimentation tank |
-
2012
- 2012-12-25 CN CN2012207264100U patent/CN203112582U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104743679A (en) * | 2015-03-27 | 2015-07-01 | 上海海洋大学 | Continuous-flow biological flocculation water treating reactor and method using the continuous-flow biological flocculation water treating reactor |
| CN106365301A (en) * | 2016-10-25 | 2017-02-01 | 湖北飞歌科技有限公司 | Track ditch aeration sedimentation tank |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130807 Termination date: 20141225 |
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| EXPY | Termination of patent right or utility model |