CN204111413U - A kind of from returning the power integration sewage disposal device that declines - Google Patents
A kind of from returning the power integration sewage disposal device that declines Download PDFInfo
- Publication number
- CN204111413U CN204111413U CN201420338616.5U CN201420338616U CN204111413U CN 204111413 U CN204111413 U CN 204111413U CN 201420338616 U CN201420338616 U CN 201420338616U CN 204111413 U CN204111413 U CN 204111413U
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- Prior art keywords
- mud
- pipeline
- declines
- sewage disposal
- returning
- 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
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 28
- 230000010354 integration Effects 0.000 title claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 24
- 239000010802 sludge Substances 0.000 claims abstract description 16
- 238000005273 aeration Methods 0.000 claims abstract description 10
- 230000003197 catalytic effect Effects 0.000 claims abstract description 8
- 150000001875 compounds Chemical class 0.000 claims abstract description 8
- 230000003647 oxidation Effects 0.000 claims abstract description 8
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 8
- 230000008676 import Effects 0.000 claims abstract description 7
- 239000003814 drug Substances 0.000 claims description 9
- 230000001105 regulatory effect Effects 0.000 claims description 5
- 238000005276 aerator Methods 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 238000012545 processing Methods 0.000 abstract description 5
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 12
- 230000008569 process Effects 0.000 description 8
- 239000002351 wastewater Substances 0.000 description 5
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000000047 product Substances 0.000 description 3
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
- 239000011574 phosphorus Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 238000009388 chemical precipitation Methods 0.000 description 1
- 230000003749 cleanliness Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 235000013409 condiments Nutrition 0.000 description 1
- 230000003750 conditioning effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 244000144972 livestock Species 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000010841 municipal wastewater Substances 0.000 description 1
- 230000000050 nutritive effect Effects 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 230000020477 pH reduction Effects 0.000 description 1
- 244000144977 poultry Species 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000002203 pretreatment Methods 0.000 description 1
- 238000009287 sand filtration Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 150000003384 small molecules Chemical class 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model relates to a kind of from returning the power integration sewage disposal device that declines, it comprises tank body, water stopping cap is provided with bottom described vertical tube settling vessel, mud compound tube is provided with in bottom, described settling region, described mud compound tube comprises supervisor, described supervisor is vertically provided with arm, mud hole is provided with at the cross section first half of described arm, described mud hole has three, the body of described supervisor is provided with inlet mouth and mud mouth, described inlet mouth is connected with described mud air lift inlet mouth by pipeline, described mud mouth is connected with described sludge outlet by pipeline, described mud air lift inlet mouth is connected with housing Ventilator Room by pipeline, described housing Ventilator Room is connected with the catalytic oxidation aeration import bottom described aerobic zone by pipeline.The utility model is full-automatic, and operate steadily reliable, energy consumption is low, good sewage processing effect, and floor space is little, long service life.
Description
Technical field
The utility model belongs to sewage treatment area, is specifically related to a kind of integrated sewage treating apparatus.
Background technology
Along with the quick growth of China's economy, urbanization process is accelerated, improving constantly and the development of the industry such as rural area livestock and poultry cultivation, aquaculture and agricultural byproducts processing of life in the countryside level, sanitary sewage, the waste water generation in villages and small towns and increase severely day.And these sewage major parts are without any process in line river course, lake of putting nearby, make water pollution serious more and more serious, common people's requirement tightens control more and more higher with the cry administered to this.In this context, in China's Eleventh Five-Year Plan, propose the great historic task of building a New Socialist Countryside, and specify that " production development, improve living standards, custom civilization, cleanliness of villages, democratic management " construction object.And strengthen the process of domestic sewage in rural areas, being the integral part of look of a village regulation, is also the important content of building Socialist New, is also that Rural Human Settlements improves the pressing issues needing to solve.
Due to the wide and dispersion of China's villages and small towns territorial scope, social structure, Economic Development Status and standard of living and living habit etc. vary, this not only determines the diversity of the source of domestic sewage of villages and small towns, water quality, the water yield, and determine that its treatment process is selected, engineering construction and investment, operational management the complicacy of the aspect such as pattern.
Treatment process mainly artificial wet land treating system, sand filtration treatment system, ecological filter tank system, Modified SBR-chemical precipitation technique, the integrated device treatment technology etc. of current sanitary sewage.But found many problems after concrete enforcement, the stability of such as biologic treating technique and the maintenance supervision degree of integration apparatus all can not ensure its permanence etc.
Summary of the invention
Goal of the invention: the purpose of this utility model is to overcome deficiency of the prior art, provides a kind of full-automatic, and operate steadily reliable, energy consumption is low, good sewage processing effect, and floor space is little, long service life from returning the power integration sewage disposal device that declines.
Technical scheme: in order to solve the problems of the technologies described above, one described in the utility model is from returning the power integration sewage disposal device that declines, it comprises tank body, water-in is provided with in described tank body front end, water outlet is provided with in rear end, described tank wall is provided with manhole and medicine feeding hole, the import of catalytic oxidation aeration is provided with below described manhole and medicine feeding hole, mud air lift inlet mouth and sludge outlet, described tank interior is divided into regulatory region from front to back, anaerobic zone, aerobic zone, settling region and clear water zone, top, described aerobic zone is elastic filler district, aerator is provided with in bottom, described aerobic zone, vertical tube settling vessel is provided with on top, described settling region, water stopping cap is provided with bottom described vertical tube settling vessel, mud compound tube is provided with in bottom, described settling region, described mud compound tube comprises supervisor, described supervisor is vertically provided with arm, mud hole is provided with at the cross section first half of described arm, described mud hole has three, angle between adjacent mud hole is 45 °, the body of described supervisor is provided with inlet mouth and mud mouth, described inlet mouth is connected with described mud air lift inlet mouth by pipeline, described mud mouth is connected with described sludge outlet by pipeline, described mud air lift inlet mouth is connected with housing Ventilator Room by pipeline, described housing Ventilator Room is connected with the catalytic oxidation aeration import bottom described aerobic zone by pipeline.
Described manhole has two, is respectively the first manhole and the second manhole.
Described first manhole is arranged on top, described aerobic zone.
Described second manhole is arranged on top, described settling region.
Described medicine feeding hole is arranged on top, described clear water zone.
Described sludge outlet is connected with water collecting basin by pipeline.
Described housing Ventilator Room comprises blower fan and blower fan drives.
The pipeline that described housing Ventilator Room is connected with settling region is provided with magnetic valve.
The utility model settling region mud stripping tube adopts PVC-U material, and mud arranges sludge pipe in district, and aperture pipe being opened φ 18mm is uniform, and the aperture total area is 2.5 times that pipeline section amasss, and makes full use of the maximization that space reaches mud collection.With the Bypass Control air quantity of Aeration fan automatic conditioning of mud backflow blast, the bottom sludge settling of settling region stablize also belong to loose matter in get rid of.
In the utility model, waste water is through pre-treatment, preliminary modification stability is carried out to temperature, the water yield, pH value, enter anaerobic zone and carry out the reaction of a series of hydrolysis reaction, acidification reaction, product acetic acidreaction and methane phase to the organism in waste water, effect is exactly make macromole resolve into small molecules, dissolves in water, aerobic zone is entered after the reaction of certain hour, namely catalytic oxidation active sludge district, the inside is laid with elasticity condiment, and bottom is aeration supervisor and arm.At waste water in stable flow process, generate good active pollution index, size is about 0.02-0.2mm, dark brown, and with soil taste, density is about 1.005g/cm
3, water ratio about 99%, general sanitary sewage and municipal wastewater contain enough various nutritive substances, the complete needs that can meet microorganism, the requirement of microorganism to nitrogen and phosphorus can calculate by BOD:N:P=100:5:1, the abundance that air quantity ensures oxygen amount is controlled with aeration blower and valve, clearance through the waste water BOD5 of anaerobic and aerobic section can reach 85% ~ 95%, can more than 85% be reached to the clearance of CODcr, 90% and 70% can be reached respectively to the clearance of phosphorus and nitrogen, directly enter settling region, the biology of digestion and soluble suspended substance are precipitated by vertical sedimentation basin, the loose mud of bottom all concentrates in sludge pipe, sludge sump is pushed back or prime carries out circular treatment and utilization by gas stripping, the complexity consumption people greatly eliminating desilting is consuming time, the benefit brought is large more than cost of investment, again just can qualified discharge behind clear water zone.
Beneficial effect: the utility model compared with prior art, its remarkable advantage is: the utility model is connected by each part fits, realize automated operation, operate steadily reliable, by regulatory region, anaerobic zone, aerobic zone, settling region and clear water zone are arranged in a tank body, this integrated design substantially reduces floor space, expand use range, adopt mud combined pipe and housing Ventilator Room, ensure the mud automatic-discharging in settling region, decrease manpower and materials, also reduce production cost, by the process of regional, sewage discharge meets the requirements, good sewage processing effect, and this long product lifecycle, realistic service requirements.
Accompanying drawing explanation
Fig. 1 is the structural representation of tank body described in the utility model;
Fig. 2 is one-piece construction schematic diagram of the present utility model;
Fig. 3 is the internal structure schematic diagram of settling region described in the utility model;
Fig. 4 is the structural representation of sludge pipe described in the utility model;
Fig. 5 be the hole of mud described in the utility model structural representation is set.
Embodiment
Below by drawings and Examples, the utility model is further described.
As Fig. 1, Fig. 2, Fig. 3, shown in Fig. 4 and Fig. 5, one described in the utility model is from returning the power integration sewage disposal device that declines, it comprises tank body 1, water-in 2 is provided with in described tank body 1 front end, water outlet 3 is provided with in rear end, described tank body 1 wall is provided with manhole 4 and medicine feeding hole 5, catalytic oxidation aeration import 6 is provided with below described manhole 4 and medicine feeding hole 5, mud air lift inlet mouth 7 and sludge outlet 8, described tank body 1 inside is divided into regulatory region 9 from front to back, anaerobic zone 10, aerobic zone 11, settling region 12 and clear water zone 13, top, described aerobic zone 11 is elastic filler district 14, aerator 15 is provided with in bottom, described aerobic zone 11, vertical tube settling vessel 16 is provided with on top, described settling region 12, water stopping cap 17 is provided with bottom described vertical tube settling vessel 16, mud compound tube 18 is provided with in bottom, described settling region 16, described mud compound tube 18 comprises supervisor 19, described supervisor 19 is vertically provided with arm 20, mud hole 21 is provided with at the cross section first half of described arm 20, described mud hole 21 has three, angle between adjacent mud hole 21 is 45 °, the body of described supervisor 19 is provided with inlet mouth 22 and mud mouth 23, described inlet mouth 22 is connected with described mud air lift inlet mouth 7 by pipeline, described mud mouth 23 is connected with described sludge outlet 8 by pipeline, described mud air lift inlet mouth 7 is connected with housing Ventilator Room 24 by pipeline, described housing Ventilator Room 24 is connected with the catalytic oxidation aeration import 6 bottom described aerobic zone 11 by pipeline, described manhole 4 has two, is respectively the first manhole 25 and the second manhole 26, described first manhole 25 is arranged on top, described aerobic zone 11, described second manhole 26 is arranged on top, described settling region 12, described medicine feeding hole 5 is arranged on top, described clear water zone 13, described sludge outlet 8 is connected with water collecting basin 27 by pipeline, described housing Ventilator Room 24 comprises blower fan 28 and blower fan drives 29, the pipeline that described housing Ventilator Room 24 is connected with settling region 12 is provided with magnetic valve 30.The utility model is connected by each part fits, realize automated operation, operate steadily reliable, by regulatory region, anaerobic zone, aerobic zone, settling region and clear water zone are arranged in a tank body, this integrated design substantially reduces floor space, expand use range, adopt mud combined pipe and housing Ventilator Room, ensure the mud automatic-discharging in settling region, decrease manpower and materials, also reduce production cost, by the process of regional, sewage discharge meets the requirements, good sewage processing effect, and this long product lifecycle, realistic service requirements.
The utility model provides a kind of thinking and method; the method and access of this technical scheme of specific implementation is a lot; the above is only preferred implementation of the present utility model; should be understood that; for those skilled in the art, under the prerequisite not departing from the utility model principle, some improvements and modifications can also be made; these improvements and modifications also should be considered as protection domain of the present utility model, and all available prior art of each integral part not clear and definite in the present embodiment is realized.
Claims (8)
1. one kind is returned the power integration sewage disposal device that declines certainly, it is characterized in that: it comprises tank body (1), water-in (2) is provided with in described tank body (1) front end, water outlet (3) is provided with in rear end, described tank body (1) wall is provided with manhole (4) and medicine feeding hole (5), catalytic oxidation aeration import (6) is provided with at described manhole (4) and medicine feeding hole (5) below, mud air lift inlet mouth (7) and sludge outlet (8), described tank body (1) inside is divided into regulatory region (9) from front to back, anaerobic zone (10), aerobic zone (11), settling region (12) and clear water zone (13), described aerobic zone (11) top is elastic filler district (14), aerator (15) is provided with in described aerobic zone (11) bottom, vertical tube settling vessel (16) is provided with on described settling region (12) top, water stopping cap (17) is provided with in described vertical tube settling vessel (16) bottom, mud compound tube (18) is provided with in described settling region (16) bottom, described mud compound tube (18) comprises supervisor (19), described supervisor (19) is vertically provided with arm (20), mud hole (21) is provided with at the cross section first half of described arm (20), described mud hole (21) has three, angle between adjacent mud hole (21) is 45 °, the body of described supervisor (19) is provided with inlet mouth (22) and mud mouth (23), described inlet mouth (22) is connected with described mud air lift inlet mouth (7) by pipeline, described mud mouth (23) is connected with described sludge outlet (8) by pipeline, described mud air lift inlet mouth (7) is connected with housing Ventilator Room (24) by pipeline, described housing Ventilator Room (24) is connected by the catalytic oxidation aeration import (6) of pipeline with described aerobic zone (11) bottom.
2. according to claim 1 from returning the power integration sewage disposal device that declines, it is characterized in that: described manhole (4) has two, be respectively the first manhole (25) and the second manhole (26).
3. according to claim 2 from returning the power integration sewage disposal device that declines, it is characterized in that: described first manhole (25) is arranged on described aerobic zone (11) top.
4. according to claim 2 from returning the power integration sewage disposal device that declines, it is characterized in that: described second manhole (26) is arranged on described settling region (12) top.
5. according to claim 1 from returning the power integration sewage disposal device that declines, it is characterized in that: described medicine feeding hole (5) is arranged on described clear water zone (13) top.
6. according to claim 1 from returning the power integration sewage disposal device that declines, it is characterized in that: described sludge outlet (8) is connected with water collecting basin (27) by pipeline.
7. according to claim 1 from returning the power integration sewage disposal device that declines, it is characterized in that: described housing Ventilator Room (24) comprises blower fan (28) and blower fan drives (29).
8. according to claim 1 from returning the power integration sewage disposal device that declines, it is characterized in that: on the pipeline that described housing Ventilator Room (24) is connected with settling region (12), be provided with magnetic valve (30).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420338616.5U CN204111413U (en) | 2014-06-23 | 2014-06-23 | A kind of from returning the power integration sewage disposal device that declines |
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CN201420338616.5U CN204111413U (en) | 2014-06-23 | 2014-06-23 | A kind of from returning the power integration sewage disposal device that declines |
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CN204111413U true CN204111413U (en) | 2015-01-21 |
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CN201420338616.5U Expired - Lifetime CN204111413U (en) | 2014-06-23 | 2014-06-23 | A kind of from returning the power integration sewage disposal device that declines |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105198082A (en) * | 2014-06-23 | 2015-12-30 | 江苏夏航环境工程有限公司 | Automatic-returning-type micro-power integrated sewage treatment equipment |
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2014
- 2014-06-23 CN CN201420338616.5U patent/CN204111413U/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105198082A (en) * | 2014-06-23 | 2015-12-30 | 江苏夏航环境工程有限公司 | Automatic-returning-type micro-power integrated sewage treatment equipment |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: Ring of tea garden in Yixing city of Jiangsu province Wuxi City Road 214200 Patentee after: JIANGSU XIA HANG ENVIRONMENTAL PROTECTION TECHNOLOGY CO.,LTD. Address before: Ring of tea garden in Yixing city of Jiangsu province Wuxi City Road 214200 Patentee before: JIANGSU XIAHANG ENVIRONMENTAL ENGINEERING Co.,Ltd. |
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CP01 | Change in the name or title of a patent holder | ||
CX01 | Expiry of patent term |
Granted publication date: 20150121 |
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CX01 | Expiry of patent term |