CN105214350A - Time formula settling zone structure certainly in integrated sewage treating apparatus - Google Patents
Time formula settling zone structure certainly in integrated sewage treating apparatus Download PDFInfo
- Publication number
- CN105214350A CN105214350A CN201410284994.4A CN201410284994A CN105214350A CN 105214350 A CN105214350 A CN 105214350A CN 201410284994 A CN201410284994 A CN 201410284994A CN 105214350 A CN105214350 A CN 105214350A
- Authority
- CN
- China
- Prior art keywords
- mud
- tank body
- air inlet
- treating apparatus
- integrated sewage
- 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.)
- Granted
Links
Landscapes
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
- Treatment Of Sludge (AREA)
Abstract
The present invention relates to time formula settling zone structure certainly in a kind of integrated sewage treating apparatus, it comprises tank body, manhole is provided with at described tank body top, mud air lift air inlet and sludge outlet is respectively equipped with on described tank wall top, vertical tube settling vessel is provided with above described tank interior, described vertical tube settling vessel is provided with wastewater inlet, water stopping cap is provided with bottom described vertical tube settling vessel, support is provided with below described tank interior, be provided with mud compound tube on the bracket, described mud compound tube is respectively equipped with air inlet and mud mouth, described air inlet is connected with described mud air lift air inlet by the first pipeline, described mud mouth is connected with described sludge outlet by second pipe.Compact conformation of the present invention, mud meeting automatic-discharging, energy consumption is low, long service life.
Description
Technical field
The invention belongs to sewage treatment area, be specifically related to a kind of settling zone structure.
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 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.
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.Most importantly, the mud in settling zone can not automatic-discharging, needs labor cleaning, wastes a large amount of manpower and materials.
Summary of the invention
Goal of the invention: the object of the invention is, in order to overcome deficiency of the prior art, to provide a kind of compact conformation, mud meeting automatic-discharging, energy consumption is low, time formula settling zone structure certainly in the integrated sewage treating apparatus of long service life.
Technical scheme: in order to solve the problems of the technologies described above, time formula settling zone structure certainly in integrated sewage treating apparatus of the present invention, it comprises tank body, manhole is provided with at described tank body top, mud air lift air inlet and sludge outlet is respectively equipped with on described tank wall top, vertical tube settling vessel is provided with above described tank interior, described vertical tube settling vessel is provided with wastewater inlet, water stopping cap is provided with bottom described vertical tube settling vessel, support is provided with below described tank interior, be provided with mud compound tube on the bracket, described mud compound tube is respectively equipped with air inlet and mud mouth, described air inlet is connected with described mud air lift air inlet by the first pipeline, described mud mouth is connected with described sludge outlet by second pipe.
The cross section of described tank body is circular or oval.
Base is provided with at described tank body lower part.
Described mud compound tube comprises supervisor, and described supervisor is vertically provided with arm, is provided with mud hole at the cross section first half of described arm, and described mud hole has three, and the angle between adjacent mud hole is 45 °.
Described mud air lift air inlet is connected with switch board Ventilator Room by pipeline.
Beneficial effect: the present invention compared with prior art, its remarkable advantage is: compact conformation of the present invention, operate steadily reliable, adopting mud combined pipe and switch board Ventilator Room, by controlling air quantity automatic conditioning of mud backflow blast, the effect of mud automatic-discharging can be played, reduce energy consumption, reduce production cost, long service life, realistic instructions for use.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the structural representation of the compound tube of mud described in the present invention;
Fig. 3 be the hole of mud described in the present invention structural representation is set;
Fig. 4 is the syndeton schematic diagram of the present invention and switch board Ventilator Room.
Detailed description of the invention
Below by drawings and Examples, the present invention is further illustrated.
As Fig. 1, Fig. 2, shown in Fig. 3 and Fig. 4, time formula settling zone structure certainly in integrated sewage treating apparatus of the present invention, it comprises tank body 1, manhole 2 is provided with at described tank body 1 top, mud air lift air inlet 3 and sludge outlet 4 is respectively equipped with on described tank body 1 wall top, vertical tube settling vessel 5 is provided with in described tank body 1 inner upper, described vertical tube settling vessel 5 is provided with wastewater inlet 6, water stopping cap 7 is provided with bottom described vertical tube settling vessel 5, support 8 is provided with at described tank body 1 lower inside, described support 8 is provided with mud compound tube 9, described mud compound tube 9 is respectively equipped with air inlet 10 and mud mouth 11, described air inlet 10 is connected with described mud air lift air inlet 3 by the first pipeline 12, described mud mouth 11 is connected with described sludge outlet 4 by second pipe 13, the cross section of described tank body 1 is circular or oval, base 14 is provided with in described tank body 1 bottom, described mud compound tube 9 comprises supervisor 15, and described supervisor 15 is vertically provided with arm 16, is provided with mud hole 17 at the cross section first half of described arm 16, and described mud hole 17 has three, and the angle between adjacent mud hole 17 is 45 °, described mud air lift air inlet 3 is connected with switch board Ventilator Room 18 by pipeline.Compact conformation of the present invention, operates steadily reliable, adopts mud combined pipe and switch board Ventilator Room, by controlling air quantity automatic conditioning of mud backflow blast, the effect of mud automatic-discharging can be played, reduce energy consumption, reduce production cost, long service life, realistic instructions for use.
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 part not clear and definite in the present embodiment is realized.
Claims (5)
1. time formula settling zone structure certainly in integrated sewage treating apparatus, it is characterized in that: it comprises tank body (1), manhole (2) is provided with at described tank body (1) top, mud air lift air inlet (3) and sludge outlet (4) is respectively equipped with on described tank body (1) wall top, vertical tube settling vessel (5) is provided with in described tank body (1) inner upper, described vertical tube settling vessel (5) is provided with wastewater inlet (6), water stopping cap (7) is provided with in described vertical tube settling vessel (5) bottom, support (8) is provided with at described tank body (1) lower inside, described support (8) is provided with mud compound tube (9), described mud compound tube (9) is respectively equipped with air inlet (10) and mud mouth (11), described air inlet (10) is connected with described mud air lift air inlet (3) by the first pipeline (12), described mud mouth (11) is connected with described sludge outlet (4) by second pipe (13).
2. time formula settling zone structure certainly in integrated sewage treating apparatus according to claim 1, is characterized in that: the cross section of described tank body (1) is for circular or oval.
3. time formula settling zone structure certainly in integrated sewage treating apparatus according to claim 1, is characterized in that: be provided with base (14) in described tank body (1) bottom.
4. time formula settling zone structure certainly in integrated sewage treating apparatus according to claim 1, it is characterized in that: described mud compound tube (9) comprises supervisor (15), described supervisor (15) is vertically provided with arm (16), mud hole (17) is provided with at the cross section first half of described arm (16), described mud hole (17) has three, and the angle between adjacent mud hole (17) is 45 °.
5. time formula settling zone structure certainly in integrated sewage treating apparatus according to claim 1, is characterized in that: described mud air lift air inlet (3) is connected with switch board Ventilator Room (18) by pipeline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410284994.4A CN105214350B (en) | 2014-06-23 | 2014-06-23 | In integrated sewage treating apparatus plot structure is precipitated from the formula of returning |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410284994.4A CN105214350B (en) | 2014-06-23 | 2014-06-23 | In integrated sewage treating apparatus plot structure is precipitated from the formula of returning |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105214350A true CN105214350A (en) | 2016-01-06 |
| CN105214350B CN105214350B (en) | 2017-09-12 |
Family
ID=54983832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410284994.4A Active CN105214350B (en) | 2014-06-23 | 2014-06-23 | In integrated sewage treating apparatus plot structure is precipitated from the formula of returning |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105214350B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201200827Y (en) * | 2008-04-02 | 2009-03-04 | 重庆钢铁集团三峰科技有限公司 | Clarifying basin used for sewage disposal |
| KR20100004577A (en) * | 2008-07-04 | 2010-01-13 | 정세영 | A settling tank for a sewage disposal |
| CN202146649U (en) * | 2011-07-13 | 2012-02-22 | 北京博汇特环保科技有限公司 | Padding washing device of settling pond |
| CN202390293U (en) * | 2011-12-02 | 2012-08-22 | 山西华通蓝天环保有限公司 | Underground efficient domestic sewage treatment device |
| CN202961990U (en) * | 2012-05-22 | 2013-06-05 | 中国铝业股份有限公司 | Purge device used for rhombus-shaped scraper plate mud-absorbing system |
| CN203634879U (en) * | 2013-08-07 | 2014-06-11 | 蚌埠市清泉环保有限责任公司 | Self-pressing type sludge discharging device |
| CN204107103U (en) * | 2014-06-23 | 2015-01-21 | 江苏夏航环境工程有限公司 | Time formula settling zone structure certainly in integrated sewage treating apparatus |
-
2014
- 2014-06-23 CN CN201410284994.4A patent/CN105214350B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201200827Y (en) * | 2008-04-02 | 2009-03-04 | 重庆钢铁集团三峰科技有限公司 | Clarifying basin used for sewage disposal |
| KR20100004577A (en) * | 2008-07-04 | 2010-01-13 | 정세영 | A settling tank for a sewage disposal |
| CN202146649U (en) * | 2011-07-13 | 2012-02-22 | 北京博汇特环保科技有限公司 | Padding washing device of settling pond |
| CN202390293U (en) * | 2011-12-02 | 2012-08-22 | 山西华通蓝天环保有限公司 | Underground efficient domestic sewage treatment device |
| CN202961990U (en) * | 2012-05-22 | 2013-06-05 | 中国铝业股份有限公司 | Purge device used for rhombus-shaped scraper plate mud-absorbing system |
| CN203634879U (en) * | 2013-08-07 | 2014-06-11 | 蚌埠市清泉环保有限责任公司 | Self-pressing type sludge discharging device |
| CN204107103U (en) * | 2014-06-23 | 2015-01-21 | 江苏夏航环境工程有限公司 | Time formula settling zone structure certainly in integrated sewage treating apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105214350B (en) | 2017-09-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103979763B (en) | The unpowered mixing of rural area (community) sewage-sludge liquid, anti-low temp biochemical treatment unit | |
| CN104710092A (en) | Plastic steel biogas septic tank | |
| CN202519140U (en) | Fiberglass septic tank | |
| CN204151196U (en) | A kind of livestock breeding wastewater treatment unit | |
| CN205328836U (en) | Rural domestic sewage integral type processing apparatus | |
| CN204107103U (en) | Time formula settling zone structure certainly in integrated sewage treating apparatus | |
| CN204112462U (en) | Time formula mud combined pipe certainly in integrated sewage treating apparatus | |
| CN205420076U (en) | Many families domestic sewage hydrolysis groove with purify bank of cells and close treatment facility | |
| CN105214350A (en) | Time formula settling zone structure certainly in integrated sewage treating apparatus | |
| CN105198082A (en) | Automatic-returning-type micro-power integrated sewage treatment equipment | |
| CN204607681U (en) | The two stage biological oxidation pond of middle aeration | |
| CN204779076U (en) | Be applied to sewage treatment's aeration equalizing basin device | |
| CN204529451U (en) | Biogas septic tank | |
| CN207749009U (en) | A kind of efficient low energy biochemical wastewater treatment equipment | |
| CN204111413U (en) | A kind of from returning the power integration sewage disposal device that declines | |
| CN208898702U (en) | Glass toughening manure pit | |
| CN202988773U (en) | Phosphorous-removal reflux tank structure for excess sludge refluxing and utilizing system | |
| CN207047064U (en) | A kind of environmentally friendly, intelligent rural domestic sewage treatment equipment | |
| CN206279043U (en) | The integrated water treatment facilities of intelligent remote | |
| CN205152008U (en) | Harmless processing septic tank of degree of depth | |
| CN205575849U (en) | Sewage treatment device is used in rural area | |
| CN205710334U (en) | A kind of OMBR integrated sewage treatment recycling device | |
| CN205115244U (en) | Dirty useless processing cycle of community's life utilizes system | |
| CN203999105U (en) | Distributing integrated sewage treating apparatus | |
| CN208717064U (en) | A kind of long-range integrated water treatment facilities of integral intelligent |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| 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 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. |
|
| CP01 | Change in the name or title of a patent holder |