CN208082008U - A kind of shallow layer precipitating pond - Google Patents
A kind of shallow layer precipitating pond Download PDFInfo
- Publication number
- CN208082008U CN208082008U CN201721552341.5U CN201721552341U CN208082008U CN 208082008 U CN208082008 U CN 208082008U CN 201721552341 U CN201721552341 U CN 201721552341U CN 208082008 U CN208082008 U CN 208082008U
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- China
- Prior art keywords
- plate
- bucket
- sludge
- inclined tube
- intake tunnel
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Abstract
The utility model discloses a kind of shallow layer precipitating pond, including pond body, and intake tunnel is arranged in pond body side, and water outlet is arranged in the other side, and sewage disposal room is arranged between intake tunnel and water outlet；Intake tunnel is connected to sewage disposal room lower part, and the bottom of sewage disposal room is equipped with multiple sludge buckets, the sludge pipe being equipped in each sludge bucket outside connection pond body；The middle part of sewage disposal room is equipped with a mounting plate, and mounting plate is equipped with multiple limbers；Mounting plate top is equipped with type sloping plate component or inclined tube component：The type sloping plate component includes the inclined plate that multiple plate faces are mutually parallel and are obliquely installed, and sedimentation channel is formed between adjacent inclined plate；The inclined tube component includes the inclined tube that multiple axial directions are mutually parallel and are obliquely installed, and is sedimentation channel in inclined tube；Separating bucket is respectively arranged between mounting plate and each sludge bucket, separating bucket is open up and down, and lower ending opening is more than upper end opening.Settling area of the utility model using shallow-layer theory when precipitation pool volume is certain in extension sedimentation basin, improves sewage treating efficiency.
Description
Technical field
The utility model is related to technical field of sewage, especially a kind of shallow layer precipitating for municipal sewage treatment
Pond.
Background technology
Setting pot is generally located on before pumping plant or primary sedimentation tank, for carrying out precipitation to the larger heavy solids of grain size
It removes.When handling municipal sewage, since by place limiting factor, Chang Wufa is using the larger precipitation of volume and surface area
Pond, therefore precipitate less efficient.And shallow layer precipitating pond can provide more since shallow-layer theory is utilized in limited volume
Big settling area is greatly improved the efficiency of municipal sewage treatment, reduces space hold.
Utility model content
The purpose of this utility model is to provide a kind of shallow layer precipitating pond, using shallow-layer theory when precipitation pool volume is certain
The settling area in sedimentation basin is extended, sewage treating efficiency is improved.
The technical solution that the utility model is taken is specially：A kind of shallow layer precipitating pond, including pond body, pond body side be arranged into
Water outlet is arranged in aquaporin, the other side, and sewage disposal room is arranged between intake tunnel and water outlet；
Intake tunnel is connected to sewage disposal room lower part, and the bottom of sewage disposal room is equipped with multiple sludge buckets, each sludge bucket
The interior sludge pipe being equipped with outside connection pond body；
The middle part of sewage disposal room is equipped with a mounting plate, and mounting plate is equipped with multiple limbers；Mounting plate top is equipped with
Type sloping plate component or inclined tube component：The type sloping plate component includes the inclined plate that multiple plate faces are mutually parallel and are obliquely installed, adjacent inclined plate
Between formed sedimentation channel；The inclined tube component includes the inclined tube that multiple axial directions are mutually parallel and are obliquely installed, and is heavy in inclined tube
Channel drops；
Separating bucket is respectively arranged between mounting plate and each sludge bucket, separating bucket is open up and down, and lower ending opening is more than
Upper end opening.
In use, pending sewage is passed through the bottom of sewage disposal room from intake tunnel, sewage exists the utility model
It is flowed up under flow action, sludge therein is sunk down by gravity in sludge bucket, partial sludge and sludge bucket and is divided
It is settled from being realized after bucket side wall collision, the sedimentation that non-Deposited particulate matter then enters inclined tube component or type sloping plate component with flow is logical
In road, with after inclined tube or the inclined sedimentation face collision of inclined plate, it will sink with inclined tube or inclined plate sedimentation face, and subsequently enter sludge bucket
In.The setting of separating bucket can limit the sludge settled in sludge bucket and is mixed into flow again by the influence of flow, into dirt
The sewage of bucket then can improve the efficiency of sewage disposal through the further mud-water separation of separating bucket.
Preferably, initial filter grid is equipped in intake tunnel.Initial filter grid is used to filter out the bulky grain object in municipal sewage,
And other such as cotton-shaped objects in addition to graininess, it can avoid the algae grown in sludge or flocculent substance enter between inclined plate
Or in inclined tube, the blocking in sedimentation channel and the corrosion of inclined tube or inclined plate are caused.
Preferably, intake tunnel is connected to the water inlet of sewage disposal room equipped with porous plate.Porous plate can be to bulky grain
Object and cotton-shaped object further stop.And porous setting can increase flow and enter the flow velocity behind sewage disposal room, make
It is more easy to slide downwards after obtaining sewage and separating bucket and the collision of inclined tube or inclined plate.
Preferably, the separating bucket is the taper bucket.The outer surface of the taper bucket is the slope surface of smooth no corner angle, with connecing for sewage
Contacting surface product is larger, and sedimentation separation effect is preferable.
Preferably, intake tunnel is located in one of the top of sludge bucket.Then precipitated by gravity in intake tunnel
Sludge can still slide to sludge bucket.
Preferably, the length of the inclined tube or inclined plate is 1 ~ 1.2m, and angle of inclination is 60 degree.
Preferably, the vertical clearance between adjacent inclined plate is 80 ~ 120mm.When using inclined tube, the aperture of each inclined tube is 50 ~
80mm。
Preferably, the top of inclined tube or inclined plate at the top of pond body at a distance from be 0.5 ~ 1m.
The beneficial effects of the utility model are：The setting of inclined tube component or inclined tube component is so that heavy in limited sedimentation volumn
Drop active area greatly increases, and increases the efficiency of cement separation.The combination settings of sludge bucket and separating bucket can be in flow
Sludge carries out preliminary sedimentation, reduces the live load of inclined tube or inclined plate, and the setting of separating bucket can avoid being recycled to dirt simultaneously
The sludge of bucket is mixed into ascending current again.The setting of initial filter grid and porous plate then can avoid bulky grain in intake tunnel
Substance and flocculent substance cause winding attachment even to corrode inclined tube or inclined plate.
Description of the drawings
Fig. 1 show the utility model structure diagram.
Specific implementation mode
It is further described below in conjunction with the drawings and specific embodiments.
Referring to FIG. 1, the shallow layer precipitating pond of the utility model, including pond body, intake tunnel 1 is arranged in pond body side, another
Water outlet 7 is arranged in side, and sewage disposal room is arranged between intake tunnel 1 and water outlet 7；
Intake tunnel 1 is connected to sewage disposal room lower part, and the bottom of sewage disposal room is equipped with multiple sludge buckets 5, each sludge
The sludge pipe 6 being equipped in bucket 5 outside connection pond body；
The middle part of sewage disposal room is equipped with a mounting plate 9, and mounting plate 9 is equipped with multiple limbers；It installs on 9 top of mounting plate
There are type sloping plate component or inclined tube component 4：The type sloping plate component includes the inclined plate that multiple plate faces are mutually parallel and are obliquely installed, adjacent oblique
Sedimentation channel is formed between plate；The inclined tube component includes the inclined tube that multiple axial directions are mutually parallel and are obliquely installed, and is in inclined tube
Settle channel；
Separating bucket 3 is respectively arranged between mounting plate 9 and each sludge bucket 5, about 3 separating bucket is open, and lower ending opening
More than upper end opening.
In use, pending sewage is passed through the bottom of sewage disposal room from intake tunnel, sewage exists the utility model
It is flowed up under flow action, sludge therein is sunk down by gravity in sludge bucket, partial sludge and sludge bucket and is divided
It is settled from being realized after bucket side wall collision, the sedimentation that non-Deposited particulate matter then enters inclined tube component or type sloping plate component with flow is logical
In road, with after inclined tube or the inclined sedimentation face collision of inclined plate, it will sink with inclined tube or inclined plate sedimentation face, and subsequently enter sludge bucket
In.The setting of separating bucket can limit the sludge settled in sludge bucket and is mixed into flow again by the influence of flow, into dirt
The sewage of bucket then can improve the efficiency of sewage disposal through the further mud-water separation of separating bucket.
Embodiment
Such as Fig. 1, intake tunnel is interior to be equipped with initial filter grid 10.Initial filter grid is used to filter out the large particle in municipal sewage
Body, and other such as cotton-shaped objects in addition to graininess, can avoid the algae grown in sludge or flocculent substance enter inclined plate
Between or inclined tube in, cause sedimentation channel blocking and inclined tube or inclined plate corrosion.
The water inlet that intake tunnel is connected to sewage disposal room is equipped with porous plate.Porous plate can to bulky grain object and
Cotton-shaped object further stops.And porous setting can increase flow and enter the flow velocity behind sewage disposal room so that sewage with
It is more easy to slide downwards after separating bucket and the collision of inclined tube or inclined plate.
Separating bucket 3 is the taper bucket.The outer surface of the taper bucket is the slope surface of smooth no corner angle, with the contact area of sewage compared with
Greatly, sedimentation separation effect is preferable.
Intake tunnel 1 is located in one of the top of sludge bucket 5.The sludge then precipitated by gravity in intake tunnel
It can still slide to sludge bucket.
The length of inclined tube or inclined plate is 1 ~ 1.2m, and angle of inclination is 60 degree.Vertical clearance between adjacent inclined plate is 80 ~
120mm.When using inclined tube, the aperture of each inclined tube is 50 ~ 80mm.The top of inclined tube or inclined plate at the top of pond body at a distance from for 0.5 ~
1m。
The setting of inclined tube component or inclined tube component makes the settlement action area in limited sedimentation volumn in the utility model
It greatly increases, increases the efficiency of cement separation.The combination settings of sludge bucket and separating bucket can carry out just the sludge in flow
Step sedimentation reduces the live load of inclined tube or inclined plate, the setting of separating bucket while the avoidable sludge for being recycled to sludge bucket
Again it is mixed into ascending current.The setting of initial filter grid and porous plate then can avoid large particulate matter and wadding in intake tunnel
Shape substance causes winding attachment even to corrode inclined tube or inclined plate.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without deviating from the technical principle of the utility model, several improvement and deformations can also be made, these change
The scope of protection of the utility model is also should be regarded as into deformation.
Claims (8)
1. a kind of shallow layer precipitating pond, characterized in that including pond body, intake tunnel is arranged in pond body side, and water outlet is arranged in the other side,
Sewage disposal room is set between intake tunnel and water outlet；
Intake tunnel is connected to sewage disposal room lower part, and the bottom of sewage disposal room is equipped with multiple sludge buckets, is set in each sludge bucket
There is the sludge pipe outside connection pond body；
The middle part of sewage disposal room is equipped with a mounting plate, and mounting plate is equipped with multiple limbers；Mounting plate top is equipped with inclined plate
Component or inclined tube component：The type sloping plate component includes the inclined plate that multiple plate faces are mutually parallel and are obliquely installed, between adjacent inclined plate
Form sedimentation channel；The inclined tube component includes the inclined tube that multiple axial directions are mutually parallel and are obliquely installed, and is led to for sedimentation in inclined tube
Road；
Separating bucket is respectively arranged between mounting plate and each sludge bucket, separating bucket is open up and down, and lower ending opening is more than upper end
Opening.
2. shallow layer precipitating pond according to claim 1, characterized in that be equipped with initial filter grid in intake tunnel.
3. shallow layer precipitating pond according to claim 1, characterized in that intake tunnel is connected to the water inlet of sewage disposal room
It is equipped with porous plate.
4. shallow layer precipitating pond according to claim 1, characterized in that the separating bucket is the taper bucket.
5. shallow layer precipitating pond according to claim 1, characterized in that intake tunnel is located in one of the upper of sludge bucket
Side.
6. shallow layer precipitating pond according to claim 1, characterized in that the length of the inclined tube or inclined plate is 1 ~ 1.2m, is inclined
Rake angle is 60 degree.
7. shallow layer precipitating pond according to claim 1, characterized in that vertical clearance between adjacent inclined plate is 80 ~
120mm。
8. shallow layer precipitating pond according to claim 1, characterized in that the top of inclined tube or inclined plate at the top of pond body at a distance from
For 0.5 ~ 1m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721552341.5U CN208082008U (en) | 2017-11-20 | 2017-11-20 | A kind of shallow layer precipitating pond |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721552341.5U CN208082008U (en) | 2017-11-20 | 2017-11-20 | A kind of shallow layer precipitating pond |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208082008U true CN208082008U (en) | 2018-11-13 |
Family
ID=64068021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721552341.5U Expired - Fee Related CN208082008U (en) | 2017-11-20 | 2017-11-20 | A kind of shallow layer precipitating pond |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208082008U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110917671A (en) * | 2019-12-12 | 2020-03-27 | 广州市龙运博环保技术有限公司 | High-efficiency sedimentation tank |
| CN112717487A (en) * | 2021-01-27 | 2021-04-30 | 大唐环境产业集团股份有限公司 | Mud guide pipe structure of coal chemical wastewater treatment system |
-
2017
- 2017-11-20 CN CN201721552341.5U patent/CN208082008U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110917671A (en) * | 2019-12-12 | 2020-03-27 | 广州市龙运博环保技术有限公司 | High-efficiency sedimentation tank |
| CN112717487A (en) * | 2021-01-27 | 2021-04-30 | 大唐环境产业集团股份有限公司 | Mud guide pipe structure of coal chemical wastewater treatment system |
| CN112717487B (en) * | 2021-01-27 | 2024-04-09 | 大唐环境产业集团股份有限公司 | Coal chemical industry effluent disposal system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181113 Termination date: 20191120 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |