CN105731730A - Minitype sewage comprehensive treatment device - Google Patents
Minitype sewage comprehensive treatment device Download PDFInfo
- Publication number
- CN105731730A CN105731730A CN201610170584.6A CN201610170584A CN105731730A CN 105731730 A CN105731730 A CN 105731730A CN 201610170584 A CN201610170584 A CN 201610170584A CN 105731730 A CN105731730 A CN 105731730A
- Authority
- CN
- China
- Prior art keywords
- filler basket
- deflector
- water inlet
- region
- arc
- 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.)
- Pending
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2203/00—Apparatus and plants for the biological treatment of water, waste water or sewage
- C02F2203/006—Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
Abstract
The invention belongs to the field of sewage treatment, and particularly relates to a minitype sewage comprehensive treatment device. The minitype sewage comprehensive treatment device comprises a water tank, wherein the inside of the water tank is provided with a water inlet region and a water outlet region; a biological treatment region is arranged between the water inlet region and the water outlet region; a filler basket is installed between the water inlet region and the biological treatment region; the filler basket is filled with a catalyst; an aeration region is arranged below the biological treatment region; an anaerobic region is arranged below the aeration region; and the biological treatment region communicates with the water outlet region. The minitype sewage comprehensive treatment device has the advantages of simple structure and complete functions, integrates multiple sewage treatment techniques, saves the space and construction cost, and is suitable for minitype sewage pump plants and teaching and scientific research experiments.
Description
Technical field
The invention belongs to sewage treatment area, be specially the miniature Integrated Processing Unit of sewage.
Background technology
The technology of sewage disposal, multiple functional pools that conventional method is independent are combined, and such as anaerobic pond, Aerobic Pond, biological treatment tank etc., be combined according to the characteristic of sewage, be typically all the sewage treatment plant bigger suitable in sewage quantity.
And for small-scale sewage station, the cost of traditional function pond combination is high, the pilot scale sewage device that particularly some teaching, scientific research use, experimentation cost is high.
Summary of the invention
For above-mentioned technical problem, the present invention provides a kind of miniature sewage-treatment plant, it is adaptable to the process of the little water yield, and test uses.
Concrete technical scheme is:
The miniature Integrated Processing Unit of sewage, including pond, has inhalant region and exhalant region in described pond；It is biological treatment zone between inhalant region and exhalant region, filler basket is installed between inhalant region and biological treatment zone, in filler basket, is filled with catalyst；It is aeration zone below described biological treatment zone, is anaerobic zone below aeration zone；Biological treatment zone connects with exhalant region.
Concrete, the miniature Integrated Processing Unit of sewage, including pond, described pond front end side wall has water inlet, and rear end sidewall has outlet；In pond, there is arc water inlet deflector the side of described water inlet, and the described arc outer convex globoidal of water inlet deflector, towards the front end side wall in pond, forms inhalant region between arc water inlet deflector and front end side wall；There is arc water outlet deflector the side of described outlet, and described arc water outlet deflector inner concave arc surface, towards the rear end sidewall in pond, forms exhalant region between arc water outlet deflector and rear end sidewall；
Between described arc water inlet deflector and arc water outlet deflector, filler basket is installed, in filler basket, is filled with catalyst；Described filler basket includes vertical filler basket and horizontal filler basket, described vertical filler basket right angle setting, top seals against each other with arc water inlet deflector top and is connected, vertical filler basket leaves water stream channel with arc water inlet deflector bottom, between vertical filler basket and arc water inlet deflector, space forms catalysis side inhalant region, and described catalysis side inhalant region is connected with inhalant region by water stream channel；
Described horizontal filler basket is horizontally arranged in pond, and horizontal filler basket one end is hinged L-shaped with vertical filler basket lower end, and the other end is arc and the arcuate surface with arc water outlet deflector is fitted；Described horizontal filler basket is arranged above biological treatment zone, aeration zone arranged below；Described aeration zone is provided with aerator；Described biological treatment zone is provided with multiple biological rotating disk；Described biological rotating disk is also equipped with blade；Described arc water outlet deflector top is gap, and biological treatment zone is connected with exhalant region by gap；
It is filter plate below described aeration zone, is anaerobic zone below filter plate；Being provided with mud scraper plate in described anaerobic zone, there is sludge outlet side, anaerobic zone.
Biological rotating disk load biomembrane, is also equipped with blade and can simultaneously work as the effect of gentle agitation water body, accelerate course of reaction.
Described horizontal filler basket is arranged above with high pressure water jet pipe；One end of described horizontal filler basket arc is installed below lowering or hoisting gear, drives horizontal filler basket to swing around with vertical filler basket hinged place；One end underlying space of horizontal filler basket arc is kept apart by elastic baffle and aeration zone, becomes flushing mud discharging district, and rinsing mud discharging district has flushing sludge outlet.
Described arc water outlet deflector is hingedly mounted in pond.
The described arc water inlet hinged installation in deflector top, stirs arc water inlet deflector and adjusts the water stream channel size of bottom.
The miniature Integrated Processing Unit of sewage provided by the invention, simple in construction, multiple functional, gather multiple sewage disposal technology and one, saved space and construction cost, it is adaptable to small-scale sewage station and teaching and scientific research test use.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Detailed description of the invention
Accompanying drawings the specific embodiment of the present invention.
As it is shown in figure 1, the miniature Integrated Processing Unit of sewage, including pond 1, in described pond 1, there are inhalant region 100 and exhalant region 500；It is biological treatment zone 400 between inhalant region 100 and exhalant region 500, filler basket is installed between inhalant region 100 and biological treatment zone 400, in filler basket, is filled with catalyst；It is aeration zone 200 below described biological treatment zone 400, is anaerobic zone 700 below aeration zone 200；Biological treatment zone 400 connects with exhalant region 500.
Concrete, the miniature Integrated Processing Unit of sewage, including pond 1, described pond 1 front end side wall has water inlet 8, and rear end sidewall has outlet 2；In pond 1, there are arc water inlet deflector 7, the described arc water inlet deflector 7 outer convex globoidal front end side wall towards pond 1 in the side of described water inlet 8, forms inhalant region 100 between arc water inlet deflector 7 and front end side wall；There is arc water outlet deflector 3 side of described outlet 2, and described arc water outlet deflector 3 inner concave arc surface, towards the rear end sidewall in pond 1, forms exhalant region 500 between arc water outlet deflector 3 and rear end sidewall；
Between described arc water inlet deflector 7 and arc water outlet deflector 3, filler basket is installed, in filler basket, is filled with catalyst；Described filler basket includes vertical filler basket 6 and horizontal filler basket 15, described vertical filler basket 6 right angle setting, top seals against each other with arc water inlet deflector 7 top and is connected, vertical filler basket 6 leaves water stream channel with arc water inlet deflector 7 bottom, between vertical filler basket 6 and arc water inlet deflector 7, space forms catalysis side inhalant region 300, and described catalysis side inhalant region 300 is connected with inhalant region 100 by water stream channel；
Described horizontal filler basket 15 is horizontally arranged in pond 1, and horizontal filler basket 15 one end is hinged L-shaped with vertical filler basket 6 lower end, and the other end is arc and the arcuate surface with arc water outlet deflector 3 is fitted；Described horizontal filler basket 15 is arranged above biological treatment zone 400, aeration zone 200 arranged below；Described aeration zone 200 is provided with aerator 10；Described biological treatment zone 400 is provided with multiple biological rotating disk 4；Described biological rotating disk 4 is also equipped with blade；Described arc water outlet deflector 3 top is gap, and biological treatment zone 400 is connected with exhalant region 500 by gap；
It is filter plate 12 below described aeration zone 200, is anaerobic zone 700 below filter plate 12；Being provided with mud scraper plate 11 in described anaerobic zone 700, there is sludge outlet 9 side, anaerobic zone 700.
Sewage enters inhalant region 100 from water inlet 8, and part of contaminated water enters catalysis side inhalant region 300 from the water stream channel below arc water inlet deflector 7, after then passing through the catalyst in vertical filler basket 6, enters biological treatment zone 400, carries out a biological disposal upon.Also have part water to carry out Air Exposure in aeration zone 200, then enter biological treatment zone 400 from horizontal filler basket 15 again；Part water is additionally also had to enter into the anaerobic zone 700 of lower section from filter plate 12.
Waste water after multiple method integrated treatment, through the gap at arc water outlet deflector 3 top, is entered exhalant region 500, and is discharged by outlet 2.
Biological rotating disk 4 load biomembrane, is also equipped with blade and can simultaneously work as the effect of gentle agitation water body, accelerate course of reaction.
Described horizontal filler basket 15 is arranged above with high pressure water jet pipe 5；One end of described horizontal filler basket 15 arc is installed below lowering or hoisting gear 14, drives horizontal filler basket 15 to swing around with vertical filler basket 6 hinged place；One end underlying space of horizontal filler basket 15 arc is kept apart by elastic baffle 13 and aeration zone 200, becomes flushing mud discharging district 600, and rinsing mud discharging district 600 has flushing sludge outlet 2.
In order to clear up the mud being deposited in biological treatment zone 400 on horizontal filler basket 15, high pressure water jet pipe 5 is used to be rinsed, one end of horizontal filler basket 15 arc is put down by lowering or hoisting gear 14, separate with arc water outlet deflector 3, form sludge outlet, mud enters into flushing mud discharging district 600, discharges from rinsing sludge outlet 2.
Described arc water outlet deflector 3 is hingedly mounted in pond 1.
Upset arc water outlet deflector 3, it is possible to increase sludge outlet, or horizontal filler basket 15 need not be put down and can discharge mud.
The described arc water inlet hinged installation in deflector 7 top, stirs arc water inlet deflector 7 and adjusts the water stream channel size of bottom.Arc water inlet deflector 7 can save space, and can play the effect slowing down current, and convenient adjustment water stream channel size.
Claims (5)
1. the miniature Integrated Processing Unit of sewage, including pond (1), has inhalant region (100) and exhalant region (500) in described pond (1)；It is characterized in that: for biological treatment zone (400) between described inhalant region (100) and exhalant region (500), filler basket is installed between inhalant region (100) and biological treatment zone (400), in filler basket, is filled with catalyst；Described lower section, biological treatment zone (400) is aeration zone (200), and aeration zone (200) lower section is anaerobic zone (700)；Biological treatment zone (400) connects with exhalant region (500).
2. the miniature Integrated Processing Unit of sewage according to claim 1, it is characterised in that: described pond (1) front end side wall has water inlet (8), and rear end sidewall has outlet (2)；In pond (1), there is arc water inlet deflector (7) side of described water inlet (8), described arc water inlet deflector (7) the outer convex globoidal front end side wall towards pond (1), forms inhalant region (100) between arc water inlet deflector (7) and front end side wall；There is arc water outlet deflector (3) side of described outlet (2), and described arc water outlet deflector (3) inner concave arc surface, towards the rear end sidewall of pond (1), forms exhalant region (500) between arc water outlet deflector (3) and rear end sidewall；
Between described arc water inlet deflector (7) and arc water outlet deflector (3), filler basket is installed, in filler basket, is filled with catalyst；Described filler basket includes vertical filler basket (6) and horizontal filler basket (15), described vertical filler basket (6) right angle setting, top seals against each other with arc water inlet deflector (7) top and is connected, vertical filler basket (6) leaves water stream channel with arc water inlet deflector (7) bottom, between vertical filler basket (6) and arc water inlet deflector (7), space forms catalysis side inhalant region (300), and described catalysis side inhalant region (300) is connected with inhalant region (100) by water stream channel；
Described horizontal filler basket (15) is horizontally arranged in pond (1), and horizontal filler basket (15) one end is hinged L-shaped with vertical filler basket (6) lower end, and the other end is arc and the arcuate surface with arc water outlet deflector (3) is fitted；Described horizontal filler basket (15) is arranged above biological treatment zone (400), aeration zone arranged below (200)；Described aeration zone (200) is provided with aerator (10)；Described biological treatment zone (400) is provided with multiple biological rotating disk (4)；Described biological rotating disk (4) is also equipped with blade；Described arc water outlet deflector (3) top is gap, and biological treatment zone (400) are connected with exhalant region (500) by gap；
Described lower section, aeration zone (200) is filter plate (12), and filter plate (12) lower section is anaerobic zone (700)；Being provided with mud scraper plate (11) in described anaerobic zone (700), there is sludge outlet (9) anaerobic zone (700) side.
3. the miniature Integrated Processing Unit of sewage according to claim 2, it is characterised in that: described horizontal filler basket (15) is arranged above with high pressure water jet pipe (5)；One end of described horizontal filler basket (15) arc is installed below lowering or hoisting gear (14), drives horizontal filler basket (15) to swing around with vertical filler basket (6) hinged place；One end underlying space of horizontal filler basket (15) arc is kept apart by elastic baffle (13) and aeration zone (200), becomes flushing mud discharging district (600), and rinsing mud discharging district (600) has flushing sludge outlet 2.
4. the miniature Integrated Processing Unit of sewage according to Claims 2 or 3, it is characterised in that: described arc water outlet deflector (3) is hingedly mounted in pond (1).
5. the miniature Integrated Processing Unit of sewage according to claim 2, it is characterised in that: the described arc water inlet hinged installation in deflector (7) top, stir arc water inlet deflector (7) and adjust the water stream channel size of bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610170584.6A CN105731730A (en) | 2016-03-24 | 2016-03-24 | Minitype sewage comprehensive treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610170584.6A CN105731730A (en) | 2016-03-24 | 2016-03-24 | Minitype sewage comprehensive treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105731730A true CN105731730A (en) | 2016-07-06 |
Family
ID=56251156
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610170584.6A Pending CN105731730A (en) | 2016-03-24 | 2016-03-24 | Minitype sewage comprehensive treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105731730A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112537842A (en) * | 2020-12-23 | 2021-03-23 | 宏伟建设工程股份有限公司 | High-efficient domestic sewage treatment plant |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010023036A (en) * | 2009-10-30 | 2010-02-04 | Nishihara Environment Technology Inc | Sewage treatment apparatus |
| CN102260010A (en) * | 2011-05-16 | 2011-11-30 | 苏州苏净环保工程有限公司 | Integrated natural circulating and baffling reactor |
| CN104150707A (en) * | 2014-07-25 | 2014-11-19 | 中国环境科学研究院 | Device and method for treating sewage by using biological rotating disc |
-
2016
- 2016-03-24 CN CN201610170584.6A patent/CN105731730A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010023036A (en) * | 2009-10-30 | 2010-02-04 | Nishihara Environment Technology Inc | Sewage treatment apparatus |
| CN102260010A (en) * | 2011-05-16 | 2011-11-30 | 苏州苏净环保工程有限公司 | Integrated natural circulating and baffling reactor |
| CN104150707A (en) * | 2014-07-25 | 2014-11-19 | 中国环境科学研究院 | Device and method for treating sewage by using biological rotating disc |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112537842A (en) * | 2020-12-23 | 2021-03-23 | 宏伟建设工程股份有限公司 | High-efficient domestic sewage treatment plant |
| CN112537842B (en) * | 2020-12-23 | 2022-02-11 | 宏伟建设工程股份有限公司 | High-efficient domestic sewage treatment plant |
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| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160706 |
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| WD01 | Invention patent application deemed withdrawn after publication |