CN201268647Y - Small-sized domestic sewage processing system - Google Patents
Small-sized domestic sewage processing system Download PDFInfo
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- CN201268647Y CN201268647Y CNU2008201083209U CN200820108320U CN201268647Y CN 201268647 Y CN201268647 Y CN 201268647Y CN U2008201083209 U CNU2008201083209 U CN U2008201083209U CN 200820108320 U CN200820108320 U CN 200820108320U CN 201268647 Y CN201268647 Y CN 201268647Y
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- 239000010865 sewage Substances 0.000 title claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 39
- 238000004062 sedimentation Methods 0.000 claims abstract description 37
- 239000010802 sludge Substances 0.000 claims abstract description 23
- 238000005276 aerator Methods 0.000 claims abstract description 11
- 238000005189 flocculation Methods 0.000 claims description 10
- 230000016615 flocculation Effects 0.000 claims description 10
- 238000005188 flotation Methods 0.000 claims description 4
- 238000005273 aeration Methods 0.000 claims description 2
- 238000007790 scraping Methods 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims 6
- 239000003795 chemical substances by application Substances 0.000 claims 3
- 239000000706 filtrate Substances 0.000 claims 3
- 229910052742 iron Inorganic materials 0.000 claims 3
- 230000008021 deposition Effects 0.000 claims 2
- 230000001954 sterilising effect Effects 0.000 claims 1
- 239000002562 thickening agent Substances 0.000 claims 1
- 230000001105 regulatory effect Effects 0.000 abstract description 12
- 238000003860 storage Methods 0.000 abstract description 9
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 5
- 238000005192 partition Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 8
- 239000003344 environmental pollutant Substances 0.000 description 4
- 231100000719 pollutant Toxicity 0.000 description 4
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 244000005700 microbiome Species 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 241000894006 Bacteria Species 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000005446 dissolved organic matter Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000008394 flocculating agent Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000003973 irrigation Methods 0.000 description 1
- 230000002262 irrigation Effects 0.000 description 1
- 239000002957 persistent organic pollutant Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004659 sterilization and disinfection Methods 0.000 description 1
- 230000008719 thickening 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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- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
本实用新型涉及一种小型生活污水处理系统,主要包括集水初沉池、多用途调节池、好氧生物滤池、二次沉淀池和储水池,所述多用途调节池、好氧生物滤池、二次沉淀池和储水池依次连接,所述多用途调节池采用上部进水、中部出水的结构,池中设有竖向隔板,底部设有间歇曝气器、污泥刮板和污泥排污口,上部设有浮油刮板和浮油排污口,顶部还设有絮凝剂投药器,所述絮凝剂投药器内设有搅拌器。所述好氧生物滤池中部设有好氧滤料,底部设有曝气器。本实用新型结构紧凑,工艺简单,安装和使用方便,适应于生活或生产中经常出现小规模的污水排放,特别是远离市政管道的场所。
The utility model relates to a small-scale domestic sewage treatment system, which mainly includes a water collection primary sedimentation tank, a multi-purpose regulating tank, an aerobic biological filter, a secondary sedimentation tank and a water storage tank. The multi-purpose regulating tank, the aerobic biological tank, secondary sedimentation tank and water storage tank are connected in turn, the multi-purpose regulating tank adopts the structure of upper part water inlet and middle part water outlet, vertical partition is arranged in the pool, intermittent aerator, sludge scraper and The sludge discharge outlet is provided with an oil slick scraper and an oil slick discharge outlet at the upper part, and a flocculant dosing device is arranged at the top, and an agitator is arranged in the flocculant dosing device. An aerobic filter material is provided in the middle of the aerobic biological filter, and an aerator is provided at the bottom. The utility model has the advantages of compact structure, simple process, convenient installation and use, and is suitable for frequent small-scale sewage discharge in life or production, especially in places far away from municipal pipelines.
Description
技术领域 technical field
本实用新型涉及一种小型生活污水处理系统,属于环保技术领域,适应于生活或生产中经常出现小规模的污水排放,特别是远离市政管道的场所。。The utility model relates to a small-scale domestic sewage treatment system, which belongs to the technical field of environmental protection and is suitable for frequent small-scale sewage discharge in life or production, especially places far away from municipal pipelines. .
背景技术 Background technique
对于生活或生产中经常出现小规模的污水排放,特别是远离市政管道的场所,需要设置小型的污水处理系统进行污水的处理,使之符合排放标准,以便就地排放,这类小规模的污水处理系统由于处理量小,能够承担的投资不大,因此需要一种适应性广、成本比较低的成品,以便在工厂生产统一的成品,而不需要针对各种具体的污水性质进行独立的设计和工程建设。鉴于污水中通常会存在这样的污染物:油污等漂浮物、沙尘等沉淀物、胶体等悬浮物、微生物以及有机污染物构成的BOD和COD,因此需要这种通用设备具有消除这些污染物的能力。For small-scale sewage discharges that often occur in life or production, especially in places far away from municipal pipes, it is necessary to set up a small sewage treatment system for sewage treatment to make it meet the discharge standards for on-site discharge. This type of small-scale sewage Due to the small processing capacity of the treatment system, the investment that can be borne is not large. Therefore, a finished product with wide adaptability and relatively low cost is required to produce a unified finished product in the factory without independent design for various specific sewage properties. and engineering construction. In view of the fact that such pollutants usually exist in sewage: floating substances such as oil, sediments such as sand and dust, suspended substances such as colloids, microorganisms and BOD and COD composed of organic pollutants, it is necessary for this general equipment to have the ability to eliminate these pollutants. ability.
实用新型内容 Utility model content
为克服现有技术的上述缺陷,本实用新型提供了一种小型生活污水处理系统,这种系统适于进行一般的小规模污水排放源,其处理效果好,结构紧凑,安装和维护方便,占地面积小。In order to overcome the above-mentioned defects of the prior art, the utility model provides a small-scale domestic sewage treatment system, which is suitable for general small-scale sewage discharge sources, and has good treatment effect, compact structure, convenient installation and maintenance, and occupies The land area is small.
本实用新型实现上述目的的技术方案是:包括集水初沉池、多用途调节池、絮凝沉淀池、气浮池、好氧生物滤池、二次沉淀池和储水池,所述集水初沉池、多用途调节池、絮凝沉淀池、气浮池、好氧生物滤池、二次沉淀池和储水池依次连接,所述多用途调节池底部设有污泥刮板和污泥排污口、上部设有浮油刮板和浮油排污口,所述集水初沉池底部设有刮泥装置和排污口。The technical scheme of the utility model to achieve the above-mentioned purpose is to include a primary settling tank for water collection, a multi-purpose regulating tank, a flocculation sedimentation tank, an air flotation tank, an aerobic biological filter, a secondary settling tank and a water storage tank. Pool, multi-purpose regulating tank, flocculation sedimentation tank, air flotation tank, aerobic biological filter, secondary sedimentation tank and water storage tank are connected in sequence, and the bottom of the multi-purpose regulating tank is equipped with a sludge scraper and a sludge discharge outlet, and the upper part An oil slick scraper and an oil slick sewage discharge port are provided, and a mud scraping device and a sewage discharge port are provided at the bottom of the primary settling tank.
所述多用途调节池顶部还可以设有絮凝剂投药器,底部还设有可以设有间隙曝气器,所述好氧生物滤池中部设有好氧滤料,底部设有曝气器,所述絮凝沉淀池的进水管为本系统的进水管,所述储水池的出水管为本系统的出水管。The top of the multi-purpose regulating tank can also be provided with a flocculant dosing device, the bottom can also be provided with a gap aerator, the middle part of the aerobic biological filter is provided with an aerobic filter material, and the bottom is provided with an aerator. The water inlet pipe of the flocculation sedimentation tank is the water inlet pipe of the system, and the water outlet pipe of the water storage tank is the water outlet pipe of the system.
由于本实用新型设计的总体处理流程合理,先在多用途调节池中进行集水,以便后续工序的稳定,同时在集水的同时中刮除自然分离处理的沉淀物和漂浮物,并设有絮凝剂投药器向水中投放絮凝剂,以将强加强沉淀效果,减轻了后续设备的负荷,然后再经过高效的好氧生物滤池进行生化净化反应,将其中溶解性有机物分解掉,再经过二次沉淀,除去水中携带的污泥以及其他可沉淀物,形成的出水中的污染物明显地减少。对于没有特别难以处理的污染物以及污染浓度不太高的一般生活和生产污水,这种处理后一般均可符合污水排放标准和灌溉标准,可以就地排放或用于景观用水。本系统整体结构简单紧凑,结构合理,维护方便,通用性强,适应于生活或生产中经常出现小规模的污水排放,特别是远离市政管道的场所。Because the overall treatment process designed by the utility model is reasonable, the water is collected in the multi-purpose regulating pool first, so that the subsequent process is stable, and at the same time, the sediment and floating objects that are naturally separated and treated are scraped off during the water collection, and there is a The flocculant dosing device injects flocculants into the water to strengthen the sedimentation effect and reduce the load on subsequent equipment, and then undergoes a biochemical purification reaction through a high-efficiency aerobic biological filter to decompose the dissolved organic matter in it, and then passes through two The secondary sedimentation removes the sludge and other sediments carried in the water, and the pollutants in the formed effluent are significantly reduced. For general domestic and production sewage with no particularly difficult pollutants and low pollution concentration, this kind of treatment can generally meet the sewage discharge standards and irrigation standards, and can be discharged on site or used for landscape water. The overall structure of the system is simple and compact, reasonable in structure, convenient in maintenance and strong in versatility. It is suitable for small-scale sewage discharge in life or production, especially in places far away from municipal pipelines.
附图说明 Description of drawings
图1是本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
具体实施方式 Detailed ways
参见图1,本实用新型提供了一种小型生活污水处理系统,主要包括集水除尘池、多用途调节池3、好氧生物滤池5、二次沉淀池6和储水池7,所述多用途调节池、好氧生物滤池、二次沉淀池和储水池依次连接,所述多用途调节池底部设有污泥刮板和污泥排污口14、上部设有浮油刮板和浮油排污口4,所述好氧生物滤池中部设有好氧滤料10,底部设有曝气器11,所述多用途调节池的进水管1连接所述的集水调节池,所述储水池的出水管8为本系统的出水管。Referring to Fig. 1, the utility model provides a small-scale domestic sewage treatment system, which mainly includes a water collection and dust removal tank, a
所述多用途调节池底部还可以设有间歇式曝气器12,沉淀和曝气交替进行,以便增大污水中的氧量,利于后续的处理。An
所述多用途调节池顶部还可以设有絮凝剂投药器2,所述絮凝剂投药器内设有搅拌器,以便向污水中投放已经溶解在水中的絮凝剂,增强沉淀效果。A
所述多用途调节池可以采用上部进水、中部出水的结构,池中设有竖向隔板13,进水绕过竖向隔板才能由进水口流到出水口,以便改善沉淀和上浮效果。The multi-purpose regulating pool can adopt the structure of upper water inlet and middle water outlet.
所述絮凝剂投药器的投药口设置在所述隔板的进水口侧,所述曝气器设置在所述隔板的出水口侧,这样有利于提高絮凝和沉淀效果、有利于提高浮起效果。The injection port of the flocculant dosing device is arranged on the water inlet side of the partition, and the aerator is arranged on the water outlet side of the partition, which is conducive to improving the flocculation and sedimentation effect and improving the floating effect. Effect.
所述好氧生物滤池中的滤料可以采用悬挂在池中的软滤料,以便于提高净化效率,并方便清理和维护。池底设置有曝气器,以便为好氧生物提供空气和氧。The filter material in the aerobic biological filter can be a soft filter material suspended in the tank, so as to improve the purification efficiency and facilitate cleaning and maintenance. An aerator is provided at the bottom of the pool to provide air and oxygen for aerobic organisms.
所述二次沉淀池内部可以采用斜板沉淀结构,设有斜板沉淀区,以获得高的沉淀效率高,减小体积。所述二次沉淀池底部也可以设置设有污泥排放口9,用于在一定条件下排放污泥。也可以在二次沉淀池底部设置潜水污泥泵,定期将污泥打出来送入污泥浓缩池进行浓缩,浓缩后的污泥进一步过滤和压成泥饼,以便运到专门的处理场所。The interior of the secondary sedimentation tank can adopt a slanted plate sedimentation structure, and a slanted plate sedimentation area is provided to obtain high sedimentation efficiency and reduce volume. The bottom of the secondary sedimentation tank may also be provided with a
当所述多用途调节池和二次沉淀池的池底设有潜水污泥泵时,各潜水污泥泵的出口管道可以连接于一个污泥浓缩池,以便排出来的污泥在污泥浓缩池进一步浓缩。When the bottom of the multi-purpose regulating tank and the secondary sedimentation tank is provided with a submersible sludge pump, the outlet pipes of each submersible sludge pump can be connected to a sludge thickening tank, so that the sludge discharged is concentrated in the sludge The pool is further concentrated.
所述二次沉淀池的潜水泵的出口管道也通过污泥回流管连接于所述的好氧生物滤池,以便进行污泥回流,改善所述好氧生物滤池的处理效果。The outlet pipe of the submersible pump of the secondary sedimentation tank is also connected to the aerobic biofilter through a sludge return pipe, so as to return the sludge and improve the treatment effect of the aerobic biofilter.
所述二次沉淀池上面可以设有消毒机,以便对二次沉淀池中的水进行灭菌,防止细菌和其他微生物在储水池中泛滥。其中一种优选的消毒机是用于制备臭氧的臭氧机,通过溶解在水中的臭氧将细菌和其他微生物灭活。A disinfection machine may be provided above the secondary sedimentation tank to sterilize the water in the secondary sedimentation tank and prevent bacteria and other microorganisms from flooding the water storage tank. One of the preferred sanitizers is an ozone machine that produces ozone, which inactivates bacteria and other microorganisms by dissolving ozone in water.
所述各池之间的连接均可以采用管道连接,所述连接用的管道上可以设有泵和阀门,以便进行水流控制。The connections between the pools can be connected by pipelines, and the pipelines used for the connections can be provided with pumps and valves for water flow control.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CNU2008201083209U CN201268647Y (en) | 2008-05-29 | 2008-05-29 | Small-sized domestic sewage processing system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201083209U CN201268647Y (en) | 2008-05-29 | 2008-05-29 | Small-sized domestic sewage processing system |
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| CN201268647Y true CN201268647Y (en) | 2009-07-08 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102849900A (en) * | 2012-09-14 | 2013-01-02 | 大连格兰清水环境工程有限公司 | Wood processing wastewater treatment method |
| CN103819059A (en) * | 2014-03-06 | 2014-05-28 | 江苏新宇天成环保工程有限公司 | Integrated domestic wastewater treatment device |
| CN108203211A (en) * | 2018-03-07 | 2018-06-26 | 苏州市亨文环保水业有限公司 | A kind of domestic sewage treatment device |
| CN114057352A (en) * | 2021-10-15 | 2022-02-18 | 尚川(北京)水务有限公司 | Circulating biological filter rural domestic sewage treatment system and treatment process |
-
2008
- 2008-05-29 CN CNU2008201083209U patent/CN201268647Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102849900A (en) * | 2012-09-14 | 2013-01-02 | 大连格兰清水环境工程有限公司 | Wood processing wastewater treatment method |
| CN102849900B (en) * | 2012-09-14 | 2016-03-09 | 大连格兰清水环境工程有限公司 | Wood working method of wastewater treatment |
| CN103819059A (en) * | 2014-03-06 | 2014-05-28 | 江苏新宇天成环保工程有限公司 | Integrated domestic wastewater treatment device |
| CN103819059B (en) * | 2014-03-06 | 2015-11-11 | 江苏新宇天成环保工程集团有限公司 | integrated domestic sewage treatment device |
| CN108203211A (en) * | 2018-03-07 | 2018-06-26 | 苏州市亨文环保水业有限公司 | A kind of domestic sewage treatment device |
| CN114057352A (en) * | 2021-10-15 | 2022-02-18 | 尚川(北京)水务有限公司 | Circulating biological filter rural domestic sewage treatment system and treatment process |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090708 Termination date: 20110529 |
