CN200949076Y - Life sewage treatment equipment - Google Patents
Life sewage treatment equipment Download PDFInfo
- Publication number
- CN200949076Y CN200949076Y CN 200620106513 CN200620106513U CN200949076Y CN 200949076 Y CN200949076 Y CN 200949076Y CN 200620106513 CN200620106513 CN 200620106513 CN 200620106513 U CN200620106513 U CN 200620106513U CN 200949076 Y CN200949076 Y CN 200949076Y
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- Prior art keywords
- pond
- traverse baffle
- sewage treatment
- water
- treatment unit
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Abstract
The utility model relates to the water treatment technology and provides a domestic water treating equipment which comprises water inlets, water outlets and a pond. The pond is equipped with water distribution plates and a plurality of groups of baffle plates at continuous intervals in turn. Each group of baffle plate comprises a main baffle plate and a secondary baffle plate. The packing between the distribution plates constitutes continuous sub-ponds. The characteristics lie in that the cross-section area of the front portion sub-pond is 1.5to3 times as many as that of the back portion sub-pond. The equipment improves the capability of anti-hydraulic loading shock and the separation efficiency. After treatment, the effluent suspended substances (SS) can reach to the national discharging standard steadily. In comparison with hydrolytic or aerobic bio-treatment in prior art, the utility model lowers the electric energy and routine management consumption significantly.
Description
Technical field
The utility model relates to water technology, particularly a kind of sewage treatment unit.
Background technology
Now the sewage treatment unit of Shi Yonging generally adopts the pond body structure, the silk rope is set as wadding, soft filtrate at carrying capacity, owing to adopt simple pond body structure effect not good enough, often adopt the way that prolongs dwell time of sewage for reaching decontamination effect improving, cause that floor space is big, initial cost is high, softly fill out that the filtrate balling stops up and water outlet is up to standard than problems such as difficulties.Chinese patent 96222462.6 discloses a kind of sewage treatment unit, adopted the novel pond inner structure that water dispensing board, major-minor traverse baffle are set, sewage can reciprocally be gone up current downflow at Chi Tizhong, make sewage stop the sufficiently long time in limited pond body length, organism is suspended on the hollow ball surfaces externally and internally anaerobism and fully contacts with double oxygen animalcule and carry out microbiological deterioration in the sewage.Make the water outlet ammonia nitrogen concentration after the processing reach country-level standard-required surely though this device differs,, in the present new countryside construction process of China, still have bigger application potential because of it is subjected to China common people's welcome especially for unpowered treatment facility.But this device in use regular meeting anti impulsion load to occur lower, sanitary sewage then mainly is an intermittently discharged, instantaneous impulse ratio is bigger.In addition, water suspension (SS) concentration that goes out after this device is handled does not reach the situation that discharging standards requires, and particularly more in the decentralized treatment facility of treatment scale smaller (as the rural area) sees more.
Summary of the invention
The purpose of this utility model is to overcome deficiency of the prior art, provides a kind of and has stronger anti-hydraulic load impact capacity, has better separating effect, (SS) concentration that goes out water suspension can stablize and reach the sewage treatment unit that discharging standards requires.
In order to solve the problems of the technologies described above, the present invention is achieved by the following technical solutions:
The utility model provides a kind of sewage treatment unit, form by water-in, water outlet and pond body, be provided with some groups of traverse baffles of water dispensing board and consecutive intervals in the body of pond successively, every group of traverse baffle is made up of main traverse baffle and secondary traverse baffle, be filled with filler between every group of traverse baffle and constitute the successive sub-tank, it is characterized in that successive sub-tank group leading portion part pond body area of section is 1.5～3 times of further part pond body area of section.
As a kind of improvement, described water outlet also is in series with a triphase separator; Triphase separator is a closed container, and Qi Bishang sets into water pipe and rising pipe, and inhalent siphon is connected with the water outlet of Chi Tishang; A biogas inlet tube inserts in the container from the triphase separator top, and its port stretches into below the liquid level; The triphase separator top also is provided with a firedamp drainage pipe.
As a kind of improvement, described filler is to be latticed hollow ball.
As a kind of improvement, described main traverse baffle below is provided with distributing hole.
As a kind of improvement, described secondary traverse baffle is shorter than main traverse baffle.
As a kind of improvement, described pond body is square, and the traverse baffle of consecutive intervals is reciprocal shape and arranges in the pond.
As a kind of improvement, described pond body is microscler, and the traverse baffle of consecutive intervals is continuous layout in the pond.
Compared with prior art, the beneficial effects of the utility model are:
Sewage treatment unit in the utility model improved anti-hydraulic load impact capacity greatly, have better separating effect, (SS) concentration that goes out water suspension can be stablized and reaches the discharging standards requirement.Compare with the hydrolysis/aerobe treatment technology of routine, can save the expenditure of power consumption and daily administration expense greatly.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is an A-A sectional view among Fig. 1;
Fig. 3 is a B-B sectional view among Fig. 1;
Fig. 4 is a C-C sectional view among Fig. 1.
Fig. 5 is a triphase separator structural representation in the utility model.
Embodiment
With reference to the accompanying drawings, below in conjunction with specific embodiment the utility model is described in detail.
As shown in FIG., device is made up of water-in 1, water outlet 2 and pond body 3, is provided with some groups of traverse baffles of water dispensing board 4 and consecutive intervals in the body of pond successively.Water dispensing board 4 bottoms are provided with step water hole 41.Every group of traverse baffle is made up of main traverse baffle 5 and secondary traverse baffle 6, and main traverse baffle 5 belows are provided with distributing hole 51, and secondary traverse baffle 6 is than main traverse baffle 5 weak points.Be filled with filler 7 between every group of traverse baffle and constitute the successive sub-tank.Filler 7 is to be latticed hollow ball, can be that the establishment of bamboo silk also can be plastics, can certainly adopt other sewage disposals filler commonly used.
Successive sub-tank leading portion part is 1/3～1/4 of whole device generally speaking, and this part pond body area of section is 1.5～3 times of further part pond body area of section.The baffle groups that is positioned at the turning point is provided with water hole 8 and connects.
The pond body has a upper cover plate 9, which is provided with inoculation hole and venting hole.Have gap 10 between the upper cover plate 9 of main traverse baffle 5 upper ends and pond body, the biogas of generation can cause venting hole by gap 10 and discharge.
The operation logic of whole device is: device is separated into placed in-line two parts, sewage is according to the height of water bigger pond body (can certainly enter with water pump lifting) of access to plant leading portion (accounting for 1/3～1/4) area of section that at first flows automatically, and then gravity flow enters follow-up anaerobic treatment section.Wherein, fill in the baffle groups of filler, sewage is in the anaerobic treatment state.Utilize the anaerobion in the follow up device to carry out carbonization treatment.Through the water after the anaerobism carbonization treatment flow automatically again enter follow-up tripping device after water outlet efflux.
At last, it is also to be noted that what more than enumerate only is specific embodiment of the utility model.Obviously, the utility model is not limited to above embodiment, and many distortion can also be arranged.All distortion that those of ordinary skill in the art can directly derive or associate from the disclosed content of the utility model all should be thought protection domain of the present utility model.
Claims (7)
1, a kind of sewage treatment unit, form by water-in, water outlet and pond body, be provided with some groups of traverse baffles of water dispensing board and consecutive intervals in the body of pond successively, every group of traverse baffle is made up of main traverse baffle and secondary traverse baffle, be filled with filler between every group of traverse baffle and constitute the successive sub-tank, it is characterized in that successive sub-tank group leading portion part pond body area of section is 1.5～3 times of further part pond body area of section.
2, sewage treatment unit according to claim 1 is characterized in that, described water outlet also is in series with a triphase separator; Triphase separator is a closed container, and Qi Bishang sets into water pipe and rising pipe, and inhalent siphon is connected with the water outlet of Chi Tishang; A biogas inlet tube inserts in the container from the triphase separator top, and its port stretches into below the liquid level; The triphase separator top also is provided with a firedamp drainage pipe.
3, any one sewage treatment unit according to claim 1 and 2 is characterized in that, described filler is to be latticed hollow ball.
4, any one sewage treatment unit according to claim 1 and 2 is characterized in that, described main traverse baffle below is provided with distributing hole.
5, any one sewage treatment unit according to claim 1 and 2 is characterized in that, described secondary traverse baffle is shorter than main traverse baffle.
6, any one sewage treatment unit according to claim 1 and 2 is characterized in that, described pond body is square, and the traverse baffle of consecutive intervals is reciprocal shape and arranges in the pond.
7, any one sewage treatment unit according to claim 1 and 2 is characterized in that, described pond body is microscler, and the traverse baffle of consecutive intervals is continuous layout in the pond.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620106513 CN200949076Y (en) | 2006-08-09 | 2006-08-09 | Life sewage treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620106513 CN200949076Y (en) | 2006-08-09 | 2006-08-09 | Life sewage treatment equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200949076Y true CN200949076Y (en) | 2007-09-19 |
Family
ID=38891619
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620106513 Expired - Fee Related CN200949076Y (en) | 2006-08-09 | 2006-08-09 | Life sewage treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200949076Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104829039A (en) * | 2015-04-13 | 2015-08-12 | 浙江科瑞特环境科技有限公司 | Efficient combination type domestic sewage treatment apparatus |
-
2006
- 2006-08-09 CN CN 200620106513 patent/CN200949076Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104829039A (en) * | 2015-04-13 | 2015-08-12 | 浙江科瑞特环境科技有限公司 | Efficient combination type domestic sewage treatment apparatus |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070919 Termination date: 20110809 |