CN105198082A - Automatic-returning-type micro-power integrated sewage treatment equipment - Google Patents
Automatic-returning-type micro-power integrated sewage treatment equipment Download PDFInfo
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- CN105198082A CN105198082A CN201410284279.0A CN201410284279A CN105198082A CN 105198082 A CN105198082 A CN 105198082A CN 201410284279 A CN201410284279 A CN 201410284279A CN 105198082 A CN105198082 A CN 105198082A
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Abstract
The invention relates to automatic-returning-type micro-power integrated sewage treatment equipment which comprises a tank body. The bottom of a vertical pipe precipitator is provided with a water retaining cap, the lower portion of a precipitating zone is provided with a sludge combination pipe which comprises a main pipe, branch pipes are perpendicularly arranged on the main pipe, and the upper half portion of the cross section of each branch pipe is provided with three sludge holes; a pipe body of the main pipe is provided with an air inlet and a sludge discharging hole, the air inlet is connected with a sludge air lifting air inlet through a pipeline, the sludge discharging hole is connected with a sludge outlet through a pipeline, the sludge air lifting air inlet is connected with a control cabinet ventilator room through a pipeline, and the control cabinet ventilator room is connected with a contact oxidation aeration inlet formed in the bottom of an aerobic zone through a pipeline. The automatic-returning-type micro-power integrated sewage treatment equipment is full-automatic, steady and reliable in operation, low in energy consumption, good in sewage treatment effect, small in floor space and long in service life.
Description
Technical field
The invention belongs to sewage treatment area, be 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 object of the invention 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 of the present invention 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.
Settling region of the present invention 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 present invention, 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 present invention compared with prior art, its remarkable advantage is: the present invention 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 present invention;
Fig. 2 is one-piece construction schematic diagram of the present invention;
Fig. 3 is the internal structure schematic diagram of settling region described in the present invention;
Fig. 4 is the structural representation of sludge pipe described in the present invention;
Fig. 5 be the hole of mud described in the present invention structural representation is set.
Embodiment
Below by drawings and Examples, the present invention is further illustrated.
As Fig. 1, Fig. 2, Fig. 3, shown in Fig. 4 and Fig. 5, one of the present invention 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 present invention 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 invention 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 the preferred embodiment of the present invention; should be understood that; for those skilled in the art, under the premise without departing from the principles of the invention, some improvements and modifications can also be made; these improvements and modifications also should be considered as protection scope of the present invention, 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 |
|---|---|---|---|
| CN201410284279.0A CN105198082A (en) | 2014-06-23 | 2014-06-23 | Automatic-returning-type micro-power integrated sewage treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410284279.0A CN105198082A (en) | 2014-06-23 | 2014-06-23 | Automatic-returning-type micro-power integrated sewage treatment equipment |
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| Publication Number | Publication Date |
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| CN105198082A true CN105198082A (en) | 2015-12-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410284279.0A Pending CN105198082A (en) | 2014-06-23 | 2014-06-23 | Automatic-returning-type micro-power integrated sewage treatment equipment |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105541029A (en) * | 2016-01-11 | 2016-05-04 | 新疆环境工程技术有限责任公司 | Unpowered backflow integrated reclaimed water reuse device |
| CN107473381A (en) * | 2017-09-13 | 2017-12-15 | 安徽有余跨越瓜蒌食品开发有限公司 | A kind of aerobic-anaerobic Assembled tea polyphenol production wastewater treatment system |
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| CN1931748A (en) * | 2006-10-08 | 2007-03-21 | 大连宇都环境工程技术有限公司 | Integral sewage treating combined apparatus |
| CN201873594U (en) * | 2010-10-28 | 2011-06-22 | 诸城市宏利机械厂 | Integral sewage treatment device |
| CN202594403U (en) * | 2012-05-03 | 2012-12-12 | 绍兴市制水有限公司曹娥江分公司 | Sludge air lifting device |
| CN102936082A (en) * | 2012-10-31 | 2013-02-20 | 江苏大学 | Short-range aeration sewage purifier |
| CN203112667U (en) * | 2013-03-18 | 2013-08-07 | 盐城江南新能源科技有限公司 | Integral sewage treatment device |
| CN203200134U (en) * | 2013-04-09 | 2013-09-18 | 武汉新天达美环境科技有限公司 | Middle and small size sewage treatment device |
| CN203577387U (en) * | 2013-11-22 | 2014-05-07 | 梁建昌 | Continuous type sludge discharge device |
| CN204111413U (en) * | 2014-06-23 | 2015-01-21 | 江苏夏航环境工程有限公司 | A kind of from returning the power integration sewage disposal device that declines |
-
2014
- 2014-06-23 CN CN201410284279.0A patent/CN105198082A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1931748A (en) * | 2006-10-08 | 2007-03-21 | 大连宇都环境工程技术有限公司 | Integral sewage treating combined apparatus |
| CN201873594U (en) * | 2010-10-28 | 2011-06-22 | 诸城市宏利机械厂 | Integral sewage treatment device |
| CN202594403U (en) * | 2012-05-03 | 2012-12-12 | 绍兴市制水有限公司曹娥江分公司 | Sludge air lifting device |
| CN102936082A (en) * | 2012-10-31 | 2013-02-20 | 江苏大学 | Short-range aeration sewage purifier |
| CN203112667U (en) * | 2013-03-18 | 2013-08-07 | 盐城江南新能源科技有限公司 | Integral sewage treatment device |
| CN203200134U (en) * | 2013-04-09 | 2013-09-18 | 武汉新天达美环境科技有限公司 | Middle and small size sewage treatment device |
| CN203577387U (en) * | 2013-11-22 | 2014-05-07 | 梁建昌 | Continuous type sludge discharge device |
| CN204111413U (en) * | 2014-06-23 | 2015-01-21 | 江苏夏航环境工程有限公司 | A kind of from returning the power integration sewage disposal device that declines |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105541029A (en) * | 2016-01-11 | 2016-05-04 | 新疆环境工程技术有限责任公司 | Unpowered backflow integrated reclaimed water reuse device |
| CN105541029B (en) * | 2016-01-11 | 2018-04-13 | 新疆环境工程技术有限责任公司 | A kind of unpowered return integrated Treated sewage reusing device |
| CN107473381A (en) * | 2017-09-13 | 2017-12-15 | 安徽有余跨越瓜蒌食品开发有限公司 | A kind of aerobic-anaerobic Assembled tea polyphenol production wastewater treatment system |
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Application publication date: 20151230 |