CN201064679Y - Pipe chute coagulating sedimentation pool - Google Patents
Pipe chute coagulating sedimentation pool Download PDFInfo
- Publication number
- CN201064679Y CN201064679Y CNU2007200717931U CN200720071793U CN201064679Y CN 201064679 Y CN201064679 Y CN 201064679Y CN U2007200717931 U CNU2007200717931 U CN U2007200717931U CN 200720071793 U CN200720071793 U CN 200720071793U CN 201064679 Y CN201064679 Y CN 201064679Y
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- Prior art keywords
- zone
- water inlet
- inclined tube
- water
- tank
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- Expired - Lifetime
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model relates to an inclined-pipe coagulative precipitation tank, wherein, a water inlet (1) and a water outlet (2) are arranged respectively on the upper parts of two opposite tank walls of a tank body; a sludge outlet (3) is arranged on the bottom of the same tank wall as the water outlet (2); inside the tank, the tank body is divided into an upper layer and a lower layer by a baffle plate (4), with the upper layer being a clean water zone and the lower layer being a quickly-mixing zone, a slowly-mixing zone and a sedimentation zone; the water inlet is communicated with the sedimentation zone through a channel (7) and a dasher (6) is arranged in the lower layer. The utility model greatly improves the cubage using efficiency of the sedimentation zone and greatly quickens the reaction speed, so that the disposal effect is better and the content of the remaining floccule out of water is greatly reduced.
Description
Technical field
The utility model relates to a kind of water treatment facilities, relates in particular to a kind of coagulative precipitation tank.
Background technology
Industrial, adopt coagulant sedimentation to handle usually for the sewage that contains suspended solid or colloid pollution thing.Its processing procedure mainly comprises: sewage enters and fully mixes after mixing pit adds coagulant and flocculation aid, entering coagulation reaction tank then reacts, suspended solid or colloid pollution thing are condensed into bigger floccule, enter sedimentation basin sedimentation floccule at last, and discharge mud and clear water.Sedimentation basin is very important equipment in whole process, and its structure is also comparatively complicated.Industrial, tube settler is used morely.The structure of general tube settler is: on the relative pool wall top of pond body two, have water inlet and delivery port, have sludge outlet with the pool wall bottom of delivery port homonymy, progressively tilt from high to low from water inlet one side to sludge outlet one side at the bottom of the pond, the pond body is separated into two-layer up and down by baffle plate in the pond, the upper strata is a clear water zone, lower floor is cloth pool and settling zone, water inlet communicates with the settling zone by a vertical passage, settle one group of inclined tube on the baffle plate, the lower end import of inclined tube is with the cloth pool and the settling zone communicates and nearly sludge outlet one side, and the upper end outlet is in the middle and upper part of clear water zone and a side of nearly water inlet.Sewage enters cloth pool and settling zone from water inlet by vertical passage, enters clear water zone by inclined tube then.Owing to the damping action that stops of inclined tube, the settling zone is returned in the floccule sedimentation, and clear water is discharged by delivery port.Sludge outlet generally is equipped with valve, the mud intermittent discharge.In the prior art, because the forward flow power of worry about water, the delivery port horizontal level of sedimentation basin is lower than water inlet, because clear water zone current lateral flow power is excessive, thereby causes water outlet often to contain more remaining floccule.And because in the sedimentation basin pond, flow rate of water flow is very slow, processing waterpower dead angle, pond is very big, so just greatly reduces the volume utilization of handling the pond
Summary of the invention
It is not exclusively shameless to solve in the prior art that technical problem to be solved in the utility model provides a kind of inclined tube coagulative precipitation tank, handles the low defective of pond utilization rate.
Technical scheme
The utility model provides a kind of inclined tube coagulative precipitation tank, on the relative pool wall top of pond body two, have water inlet and delivery port, have sludge outlet with the pool wall bottom of delivery port homonymy, the pond body is separated into two-layer up and down by baffle plate in the pond, the upper strata is a clear water zone, lower floor is fast confounding, slow confounding and settling zone, water inlet communicates with the settling zone by passage, settle one group of inclined tube on the baffle plate, the lower end import of inclined tube and fast confounding, slow confounding and the settling zone communicates and nearly sludge outlet one side, the upper end outlet is in the middle and upper part of clear water zone and a side of nearly water inlet, in lower floor agitating device is housed.
Described agitating device is the cartridge type impeller.
Beneficial effect
The utility model has an agitating device, makes the current of settling zone accelerate, and has utilized each corner of sedimentation basin fully, improved greatly, the volume service efficiency, and reaction speed is also accelerated greatly, better processing effect just makes the remaining floccule content of water outlet significantly reduce.
Description of drawings
Fig. 1 the utility model structural representation.
The specific embodiment
Below in conjunction with specific embodiment, further set forth the utility model.Should be understood that these embodiment only to be used to the utility model is described and be not used in the restriction scope of the present utility model.Should be understood that in addition those skilled in the art can make various changes or modifications the present invention after the content of having read the utility model instruction, these equivalent form of values fall within the application's appended claims institute restricted portion equally.
Embodiment 1
A kind of inclined tube coagulative precipitation tank, on the relative pool wall top of pond body two, have water inlet 1 and delivery port 2, have sludge outlet 3 with the pool wall bottom of delivery port 2 homonymies, the pond body is separated into two-layer up and down by baffle plate 4 in the pond, the upper strata is a clear water zone, lower floor is fast confounding, slow confounding and settling zone, water inlet communicates with the settling zone by passage 7, settle one group of inclined tube 5 on the baffle plate 4, the lower end import of inclined tube 5 and fast confounding, slow confounding and the settling zone communicates and nearly sludge outlet 3 one sides, the upper end outlet is in the middle and upper part of clear water zone and 1 one sides of nearly water inlet, in lower floor a cartridge type impeller 6 is housed.
Claims (2)
1. inclined tube coagulative precipitation tank, on the relative pool wall top of pond body two, have water inlet (1) and delivery port (2), have sludge outlet (3) with the pool wall bottom of delivery port (2) homonymy, the pond body is separated into two-layer up and down by baffle plate (4) in the pond, the upper strata is a clear water zone, lower floor is fast confounding, slow confounding and settling zone, water inlet communicates with the settling zone by passage (7), it is characterized in that: baffle plate (4) is gone up and is settled one group of inclined tube (5), the lower end import of inclined tube (5) and fast confounding, slow confounding and the settling zone communicates and nearly sludge outlet (3) one sides, the upper end outlet is in the middle and upper part of clear water zone and (1) one side of nearly water inlet, in lower floor agitating device (6) is housed.
2. inclined tube coagulative precipitation tank as claimed in claim 1 is characterized in that: described agitating device (6) is the cartridge type impeller.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200717931U CN201064679Y (en) | 2007-06-28 | 2007-06-28 | Pipe chute coagulating sedimentation pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200717931U CN201064679Y (en) | 2007-06-28 | 2007-06-28 | Pipe chute coagulating sedimentation pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201064679Y true CN201064679Y (en) | 2008-05-28 |
Family
ID=39481839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200717931U Expired - Lifetime CN201064679Y (en) | 2007-06-28 | 2007-06-28 | Pipe chute coagulating sedimentation pool |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201064679Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102557345A (en) * | 2012-02-09 | 2012-07-11 | 湖南农业大学 | Treatment method of wastewater from processing of betel nuts |
| CN105236675A (en) * | 2015-10-14 | 2016-01-13 | 深圳职业技术学院 | Electroplating waste water treatment method and device |
| CN108758023A (en) * | 2018-06-19 | 2018-11-06 | 江苏锐鸿机械有限公司 | K-type storm valve |
-
2007
- 2007-06-28 CN CNU2007200717931U patent/CN201064679Y/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102557345A (en) * | 2012-02-09 | 2012-07-11 | 湖南农业大学 | Treatment method of wastewater from processing of betel nuts |
| CN102557345B (en) * | 2012-02-09 | 2014-01-15 | 湖南农业大学 | Treatment method of wastewater from processing of betel nuts |
| CN105236675A (en) * | 2015-10-14 | 2016-01-13 | 深圳职业技术学院 | Electroplating waste water treatment method and device |
| CN105236675B (en) * | 2015-10-14 | 2017-11-14 | 深圳职业技术学院 | The method and electroplating waste processing equipment of a kind of electroplating wastewater processing |
| CN108758023A (en) * | 2018-06-19 | 2018-11-06 | 江苏锐鸿机械有限公司 | K-type storm valve |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHANGHAI MODERN TCM CO., LTD. Free format text: FORMER NAME: SHANGHAI MODERN CHINESE TRADITIONAL MEDICINE TECHNOLOGY DEVELOPMENT CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 200051 7F-C, 600 lane, Tian Shan Road, Shanghai, Changning District, 4 Patentee after: Shanghai Modern Traditional Chinese Medicine Co., Ltd. Address before: 200051 7F-C, 600 lane, Tian Shan Road, Shanghai, Changning District, 4 Patentee before: Shanghai Modern Chinese Traditional Medicine Technology Development Co., Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080528 |