CN201240978Y - Combined type sewage in situ processing system - Google Patents
Combined type sewage in situ processing system Download PDFInfo
- Publication number
- CN201240978Y CN201240978Y CNU2008201220206U CN200820122020U CN201240978Y CN 201240978 Y CN201240978 Y CN 201240978Y CN U2008201220206 U CNU2008201220206 U CN U2008201220206U CN 200820122020 U CN200820122020 U CN 200820122020U CN 201240978 Y CN201240978 Y CN 201240978Y
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- CN
- China
- Prior art keywords
- treatment unit
- treatment
- casing
- sewage
- combined
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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- 239000010865 sewage Substances 0.000 title claims abstract description 32
- 238000011065 in-situ storage Methods 0.000 title abstract 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 12
- 239000002101 nanobubble Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 5
- 238000001914 filtration Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 229910052799 carbon Inorganic materials 0.000 abstract description 2
- 238000010276 construction Methods 0.000 abstract description 2
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 abstract 1
- 241001148470 aerobic bacillus Species 0.000 description 4
- 230000015556 catabolic process Effects 0.000 description 3
- 238000006731 degradation reaction Methods 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 229910021536 Zeolite Inorganic materials 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 230000000153 supplemental effect Effects 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
- 239000010457 zeolite Substances 0.000 description 1
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
Disclosed is a combined sewage treatment system in situ, which comprises a plurality of treatment units such as an anaerobic treatment unit, an aerobic treatment unit and the like; each treatment unit is respectively arranged in the corresponding independent case body, and the case bodies are sequentially combined and communicated with each other through pipelines; the sewage treatment system includes at least four case bodies which sequentially are the anaerobic treatment unit, the aerobic treatment unit, a biological active carbon treatment unit and a filtering and discoloring treatment unit. The sewage treatment units of the treatment system are all respectively arranged in the independent case bodies; various case bodies can only be connected with each other according to the requirements without the construction operations when being installed; the installation is very rapid and convenient; and the maintenance and the displacement are also easy. In addition, the number of case body can be flexibly increased according to the sewage treating quantity and the sewage treating technological characteristics, so as to improve the treatment capability, improve the treatment process, and enhance the sewage treating quality; thereby being convenient for popularization and application in the residential area and improving the environmental protection quality.
Description
Technical field: the utility model relates to a kind of domestic sewage processing system, particularly the on-the-spot disposal system.
Background technology: the processing mode of sanitary sewage is a kind of to be to focus on large-scale wastewater treatment plant by pipeline, but this mode has relatively high expectations to the Infrastructure in city, can't popularize in an all-round way.Also having sewage on-the-spot disposal system now, generally is that the sanitary sewage that residential quarters produce is concentrated, and is discharged into water drain after polluting by the removal of treatment process such as anaerobic treatment, aerobic treatment and filtration.But common sewage on-the-spot disposal system need build the fixed treating pond in the residential quarter, then each processing unit equipment is installed in the treating pond, the workload of construction and installation is big, and sewage disposal capacity and sewage treatment process generally can't be adjusted after finishing, the effect of its sewage disposal is also not ideal enough, safeguards inconvenient.
Summary of the invention: at the deficiencies in the prior art, the utility model provides a kind of assembling flexible, combined-type sewage on-the-spot disposal system easy for installation.
The utility model comprises a plurality of processing units such as anaerobic treatment, aerobic treatment, each processing unit is arranged in the corresponding independent case body respectively separately, each casing makes up connection successively by pipeline, casing is at least four, is respectively equipped with anaerobic treatment unit, aerobic treatment unit, biological activated carbon processing unit successively, filters the decolouring processing unit.
Each sewage disposal unit of the present utility model is located in the independent case body respectively, only needs when installing and using each casing connected on request get final product, need not carry out building operation, installs very convenient fast, maintenance or shift position are also very easy.And, according to the technology characteristics of sewage load and sewage disposal, can increase casing very flexibly, improve processing power, improve treatment process, the quality height of sewage disposal is convenient to promote the use of in the residential quarter, improves Environmental Protection Level.
Further specify the utility model below in conjunction with drawings and Examples.
Description of drawings: accompanying drawing is the main structure synoptic diagram of embodiment.
Embodiment: as shown in the figure, the independent case body 1 of treatment system is at least four, makes up connection successively by pipeline, and each casing 1 is respectively equipped with anaerobic treatment unit 2, aerobic treatment unit 3, biological activated carbon processing unit 4 successively, filters decolouring processing unit 5.Present embodiment is being provided with between two casings 1 of aerobic treatment unit 3 and biological activated carbon processing unit 4, also be connected with a casing 1, wherein also be provided with aerobic treatment unit 3, and be provided with the Wingdale layer, be used to regulate the pH value of water body, present embodiment is that five independent case body 1 connect to form altogether like this.
In the casing 1 that is provided with aerobic treatment unit 3 and biological activated carbon processing unit 4, all also be provided with micro-nano bubble producer 6.Micro-nano bubble producer 6 can produce nano level bubble, can be the efficient supplemental oxygen of water body simultaneously sewage being carried out high-strength oxidation, breaks through the dissolved oxygen saturation ratio of water, makes the active and quantity increase of aerobic bacteria, and the biochemical degradation effect significantly improves.
The water-in of first casing 1 of present embodiment is at the first half, water outlet is in Lower Half, the water-in of second casing 1 is then in Lower Half, water outlet is at the first half, also rule is alternately successively for all the other each casings 1, water can utilize the gravity liquid level difference when 1 of each casing flows successively like this, and is more reasonable.
During processing, sanitary sewage by five casings 1, is handled by each processing unit after collecting preliminary sedimentation successively accordingly, and pollutents such as ammonia nitrogen wherein, total phosphorus, total nitrogen are removed substantially, can reach emission standard fully.In the reality, generally also establish sewage draining exit 7 in first and the 3rd casing 1 bottom, also promptly utilizing water (flow) direction is precipitated impurities discharging in top to bottm 1 pair for the treatment of processes of casing, improves and handles quality.
Claims (5)
1, a kind of combined-type sewage on-the-spot disposal system, comprise a plurality of processing units such as anaerobic treatment, aerobic treatment, it is characterized by: each processing unit is arranged on respectively in the corresponding independent case body (1) separately, each casing (1) makes up connection successively by pipeline, casing (1) is at least four, is respectively equipped with anaerobic treatment unit (2), aerobic treatment unit (3), biological activated carbon processing unit (4) successively, filters decolouring processing unit (5).
2, combined-type sewage on-the-spot disposal according to claim 1 and 2 system is characterized by: all also be provided with micro-nano bubble producer (6) in the casing (1) that is provided with aerobic treatment unit (3) and biological activated carbon processing unit (4).
3, combined-type sewage on-the-spot disposal according to claim 1 and 2 system, it is characterized by: between two casings (1) that are provided with aerobic treatment unit (3) and biological activated carbon processing unit (4), also be connected with a casing (1), wherein also be provided with aerobic treatment unit (3), and be provided with the Wingdale layer.
4, combined-type sewage on-the-spot disposal according to claim 1 and 2 system, it is characterized by: the water-in of first casing (1) is at the first half, water outlet is in Lower Half, the water-in of second casing (1) is then in Lower Half, water outlet is at the first half, and also rule is alternately successively for all the other each casings (1).
5, combined-type sewage on-the-spot disposal according to claim 3 system, it is characterized by: the water-in of first casing (1) is at the first half, and water outlet is in Lower Half, and the water-in of second casing (1) is then in Lower Half, water outlet is at the first half, and also rule is alternately successively for all the other each casings (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201220206U CN201240978Y (en) | 2008-07-26 | 2008-07-26 | Combined type sewage in situ processing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201220206U CN201240978Y (en) | 2008-07-26 | 2008-07-26 | Combined type sewage in situ processing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201240978Y true CN201240978Y (en) | 2009-05-20 |
Family
ID=40714272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201220206U Expired - Lifetime CN201240978Y (en) | 2008-07-26 | 2008-07-26 | Combined type sewage in situ processing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201240978Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101928097A (en) * | 2010-07-30 | 2010-12-29 | 嘉兴市环科环境工程有限公司 | Domestic sewage treatment system for ecological residential quarter |
| CN105384245A (en) * | 2014-09-03 | 2016-03-09 | 重庆淏园环保科技有限公司 | Assembled membrane bioreactor |
-
2008
- 2008-07-26 CN CNU2008201220206U patent/CN201240978Y/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101928097A (en) * | 2010-07-30 | 2010-12-29 | 嘉兴市环科环境工程有限公司 | Domestic sewage treatment system for ecological residential quarter |
| CN105384245A (en) * | 2014-09-03 | 2016-03-09 | 重庆淏园环保科技有限公司 | Assembled membrane bioreactor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Nanjing Jinhe Water Environment Technology Co., Ltd. Assignor: Cui Jie|Dai Jianhua Contract record no.: 2010320000999 Denomination of utility model: Combined type sewage in situ processing system Granted publication date: 20090520 License type: Exclusive License Record date: 20100721 |
|
| ASS | Succession or assignment of patent right |
Free format text: FORMER OWNER: DAI JIANHUA Effective date: 20150630 Owner name: NANJING JHS ENVIRONMENT TECHNOLOGIES CO., LTD. Free format text: FORMER OWNER: CUI JIE Effective date: 20150630 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150630 Address after: 210014 Jiangsu city of Nanjing province high tech Industrial Park District Baixia District Innovation Building C room 015 Patentee after: Nanjing Jinhe Water Environment Technology Co., Ltd. Address before: 325000 Zhejiang province Wenzhou Jiangbin Lido building Patentee before: Cui Jie Patentee before: Dai Jianhua |
|
| C56 | Change in the name or address of the patentee | ||
| CP03 | Change of name, title or address |
Address after: 210014, room 01, building 300, 1709 East Zhongshan Road, Qinhuai District, Jiangsu, Nanjing Patentee after: Nanjing golden Heshui environmental Polytron Technologies Inc Address before: 210014 Jiangsu city of Nanjing province high tech Industrial Park District Baixia District Innovation Building C room 015 Patentee before: Nanjing Jinhe Water Environment Technology Co., Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20090520 |
|
| CX01 | Expiry of patent term |