CN205917056U - Coagulating sedimentation device - Google Patents
Coagulating sedimentation device Download PDFInfo
- Publication number
- CN205917056U CN205917056U CN201620951235.3U CN201620951235U CN205917056U CN 205917056 U CN205917056 U CN 205917056U CN 201620951235 U CN201620951235 U CN 201620951235U CN 205917056 U CN205917056 U CN 205917056U
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- CN
- China
- Prior art keywords
- sedimentation
- tank
- reaction tank
- coagulation
- water pipe
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- 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.)
- Expired - Fee Related
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model discloses a coagulating sedimentation device relates to a materialization treatment facility, including controlling reaction tank and the sedimentation tank that distributes, the connection is provided with the inlet tube on the reaction tank, and is provided with the baffle that the multiunit interlocks each other in the reaction tank, be connected between reaction tank and the sedimentation tank and set up the transport water pipe, and carry the one end of water pipe to extend to in the sedimentation tank, be provided with the overflow weir in the sedimentation tank, the overflow weir below is provided with a center section of thick bamboo, and carries the delivery port of water pipe to lie in a center section of thick bamboo, the below of a center section of thick bamboo is provided with the reflecting plate, still be provided with mud pipe and outlet on the sedimentation tank. The utility model discloses can fully make sewage deposit, and deposit effectually, the treatment effeciency be high.
Description
Technical field
This utility model is related to a kind of materializing strategy equipment, in particular to a kind of coagulation-sedimentation equipment.
Background technology
In recent years, with social progress, the raising of people's living standard, the pollution of water resource is also increasingly serious.In order to
Reduce the pollution of water resource, people increasingly pay close attention to sewage disposal.In order to preferably increase water quality, not only to be separated oarse-grained
Solid impurity is in addition it is also necessary to add coagulant to process small float and colloid in raw water.At present, carrying out similar place's science and engineering
During sequence, it is passed through coagulating basin after first having to dissolve coagulant by chemicals dosing plant again and mixes with sewage, but existing coagulating sedimentation
Pond has that structure is excessively simple, treatment effeciency is low.
Utility model content
The purpose of this utility model is to provide a kind of coagulation-sedimentation equipment, to solve the above problems.
For realizing this utility model purpose, the technical scheme of employing is: a kind of coagulation-sedimentation equipment, including left and right distribution
Reaction tank and sedimentation tank；Be connected with described reaction tank be provided with water inlet pipe, and reaction tank multigroup interlaced every
Plate；Between described reaction tank and sedimentation tank, connect setting conveys water pipe, and one end of conveying water pipe extends in sedimentation tank；Described
It is provided with downflow weir in sedimentation tank；It is provided with central tube below described downflow weir, and conveys the outlet of water pipe and be located at central tube
Interior；The lower section of described central tube is provided with reflecting plate；Discharge pipeline and discharge outlet are additionally provided with described sedimentation tank.
Further, the water inlet of described conveying water pipe is provided with the weir notch that catchments, and the weir notch that catchments is fixed on reaction tank
On pool wall.
Further, the outlet of described conveying water pipe bends upwards.
Further, the opening of described central tube is horn-like, and reflecting plate is taper cap.
Further, it is provided with effluent trough at described discharge outlet, and effluent trough is fixedly mounted on the pool wall of sedimentation tank.
Further, described discharge outlet is located at the top of downflow weir.
Further, described water inlet pipe is additionally provided with dosing pump and blender.
The beneficial effects of the utility model are, in coagulating, coagulated agent adds entrance reaction tank by water inlet pipe
Interior, medicament can be made to be sufficiently mixed with sewage, eliminate the operation of follow-up stirring.Multigroup interlaced dividing plate is set in reaction zone,
Extend flow path in reaction tank for the sewage, increase the capacity utilization of reaction zone, make reaction more abundant.And it is fully anti-
Sewage after answering enters in precipitation, sufficiently precipitates, the precipitation in last sedimentation tank is discharged by discharge pipeline in sedimentation tank,
And the clear water producing after precipitating then is discharged by discharge outlet.This utility model enables fully makes sewage be precipitated, and precipitates effect
Really good, treatment effeciency is high.
Brief description
Fig. 1 is the structure chart of the coagulation-sedimentation equipment that this utility model provides；
Labelling and corresponding parts title in accompanying drawing:
1st, reaction tank, 2, sedimentation tank, 3, water inlet pipe, 4, dividing plate, 5, conveying water pipe, 6, downflow weir, 7, central tube, 8, anti-
Penetrate plate, 9, discharge pipeline, 10, discharge outlet, 11, catchment weir notch, 12, effluent trough, 13, blender, 14, dosing pump.
Specific embodiment
Below by specific embodiment and combine accompanying drawing this utility model is described in further detail.
A kind of coagulation-sedimentation equipment that the shown this utility model of Fig. 1 provides, includes the reaction tank 1 of left and right distribution and sinks
Shallow lake pond 2, reaction tank 1 is structure as a whole with sedimentation tank 2, and sedimentation tank 2 is vertically arranged in the right side of reaction tank 1；Described reaction tank 1
On be connected with and in water inlet pipe 3, and reaction tank 1, be provided with multigroup interlaced dividing plate 4, and dividing plate 4 is that vertical direction is handed over
Wrong setting, makes to be formed a roundabout water stream channel in reaction tank 1；Connect setting conveying between described reaction tank 1 and sedimentation tank 2
Water pipe 5, and convey water pipe 5 one end extend in sedimentation tank 2, conveying water pipe 5 be located at reaction tank 1 upper end；Described sedimentation tank 2
Inside it is provided with downflow weir 6, downflow weir 6 is located at the upper end of sedimentation tank 2；It is provided with central tube 7 below described downflow weir 6, and convey
The outlet of water pipe 5 is located in central tube 7；The lower section of described central tube 7 is provided with reflecting plate 8, the Center-to-Center of reflecting plate 8
The centrage of cylinder 7 is in same straight line upper；Discharge pipeline 9 and discharge outlet 10 are additionally provided with described sedimentation tank 2.
The water inlet of described conveying water pipe 5 is provided with the weir notch 11 that catchments, and the weir notch 11 that catchments is fixed on the pool wall of reaction tank 1
On, by catchmenting, weir notch 11 is collected to the sewage in reaction tank 1, then directly makes sewage enter conveying water pipe 5.In described
The opening of heart cylinder 7 is horn-like, and reflecting plate 8 is taper cap, makes to enter into sewage in central tube 7 in decentralized manner
Flow on reflecting plate 8, be then flowed into sewage on reflecting plate 8 under the stop of reflecting plate 8, sewage is in four by reflecting plate 8
Week is uniformly distributed, and so that sewage is distributed evenly in whole sedimentation tank 2, and is flowed from bottom to top with certain flow velocity, sewage warp
The downflow weir 6 crossing clear water sedimentation tank 2 upper end after clarification overflows, and the discharge outlet 10 that last clear water passes through on sedimentation tank 2 flows out pond
Outward.
It is provided with effluent trough 12 at described discharge outlet 10, and effluent trough 12 is fixedly mounted on the pool wall of sedimentation tank 2, convenient
Clear water in sedimentation tank 2 is discharged.Dosing pump 14 and blender 13 are additionally provided with described water inlet pipe 3, dosing pump 14 is used for dirt
The flow of water is counted, and mixing pump 13 is used for the mixing of medicament and sewage in dosing.Described discharge outlet 10 is located at overflow
The top on weir 6, it is to avoid the precipitate in sedimentation tank 2 is discharged by discharge outlet 10.Described conveying water pipe 5 outlet bend to
On, so that the sewage discharged by conveying water pipe 5 is entered in decentralized manner in central tube 7.
The foregoing is only preferred embodiment of the present utility model, be not limited to this utility model, for this
For the technical staff in field, this utility model can have various modifications and variations.All of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvement made etc., should be included within protection domain of the present utility model.
Claims (7)
1. a kind of coagulation-sedimentation equipment it is characterised in that: include left and right distribution reaction tank and sedimentation tank；Connect on described reaction tank
Connect to be provided with and in water inlet pipe, and reaction tank, be provided with multigroup interlaced dividing plate；It is connected between described reaction tank and sedimentation tank
Setting conveys water pipe, and one end of conveying water pipe extends in sedimentation tank；It is provided with downflow weir in described sedimentation tank；Described overflow
It is provided with central tube below weir, and conveys the outlet of water pipe and be located in central tube；The lower section of described central tube is provided with reflection
Plate；Discharge pipeline and discharge outlet are additionally provided with described sedimentation tank.
2. coagulation-sedimentation equipment according to claim 1 is it is characterised in that the water inlet of described conveying water pipe is provided with collection
Mill weir groove, and the weir notch that catchments is fixed on the pool wall of reaction tank.
3. coagulation-sedimentation equipment according to claim 1 it is characterised in that the outlet of described conveying water pipe bend to
On.
4. coagulation-sedimentation equipment according to claim 1 it is characterised in that described central tube opening be horn-like, and
Reflecting plate is taper cap.
5. coagulation-sedimentation equipment according to claim 1 is it is characterised in that be provided with effluent trough at described discharge outlet, and
Effluent trough is fixedly mounted on the pool wall of sedimentation tank.
6. coagulation-sedimentation equipment according to claim 1 is it is characterised in that described discharge outlet is located at the top of downflow weir.
7. coagulation-sedimentation equipment according to claim 1 it is characterised in that be additionally provided with described water inlet pipe dosing pump and
Blender.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620951235.3U CN205917056U (en) | 2016-08-27 | 2016-08-27 | Coagulating sedimentation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620951235.3U CN205917056U (en) | 2016-08-27 | 2016-08-27 | Coagulating sedimentation device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205917056U true CN205917056U (en) | 2017-02-01 |
Family
ID=57869081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620951235.3U Expired - Fee Related CN205917056U (en) | 2016-08-27 | 2016-08-27 | Coagulating sedimentation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205917056U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107694155A (en) * | 2017-11-08 | 2018-02-16 | 铜陵有色金属集团股份有限公司 | Multistage labyrinth type sedimentation basin and its application method and application |
| CN108815890A (en) * | 2018-07-31 | 2018-11-16 | 上海景青绿环境科技有限公司 | A kind of coagulative precipitation device |
| CN109336233A (en) * | 2018-11-26 | 2019-02-15 | 江苏开放大学（江苏城市职业学院） | A kind of novel coagulation reaction tank for sewage treatment |
| CN112142235A (en) * | 2020-10-23 | 2020-12-29 | 扬州大学 | Coagulating sedimentation water treatment device and method for driving over-saturated gas |
-
2016
- 2016-08-27 CN CN201620951235.3U patent/CN205917056U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107694155A (en) * | 2017-11-08 | 2018-02-16 | 铜陵有色金属集团股份有限公司 | Multistage labyrinth type sedimentation basin and its application method and application |
| CN108815890A (en) * | 2018-07-31 | 2018-11-16 | 上海景青绿环境科技有限公司 | A kind of coagulative precipitation device |
| CN109336233A (en) * | 2018-11-26 | 2019-02-15 | 江苏开放大学（江苏城市职业学院） | A kind of novel coagulation reaction tank for sewage treatment |
| CN112142235A (en) * | 2020-10-23 | 2020-12-29 | 扬州大学 | Coagulating sedimentation water treatment device and method for driving over-saturated gas |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170201 Termination date: 20180827 |