CN205913816U - Combined type sedimentation tank - Google Patents
Combined type sedimentation tank Download PDFInfo
- Publication number
- CN205913816U CN205913816U CN201620951239.1U CN201620951239U CN205913816U CN 205913816 U CN205913816 U CN 205913816U CN 201620951239 U CN201620951239 U CN 201620951239U CN 205913816 U CN205913816 U CN 205913816U
- Authority
- CN
- China
- Prior art keywords
- cell body
- sedimentation tank
- thick bamboo
- center section
- combined type
- 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.)
- Expired - Fee Related
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- Treatment Of Sludge (AREA)
Abstract
The utility model discloses a combined type sedimentation tank belongs to water processing technique field, including cylindric cell body, be equipped with weir plate, inclined tube filler, sludge bucket in the cell body from top to bottom, the cell body center is equipped with a center section of thick bamboo, and a center section of thick bamboo is connected with the inlet tube that stretches out pool side wall, is equipped with the center section of thick bamboo support of a permanent center section of thick bamboo in the cell body, center section of thick bamboo upper end is located the cell body top, and the lower extreme passes in inclined tube filler stretches into sludge bucket, and the lower extreme of a center section of thick bamboo is provided with the water distribution baffle of centrum form, be equipped with in the sludge bucket and access to the outer mud pipe of cell body, pool side wall's weir plate corresponds the department and is equipped with the outlet pipe. The problem of central sedimentation tank treatment effect not good with mud come -up time, also swash plate (pipe chute) sedimentation tank the dead angle appears is solved, the sediment effect of sedimentation tank has been improved.
Description
Technical field
This utility model is related to water-treatment technology field, in particular to a kind of combined type sedimentation tank.
Background technology
At present, the sedimentation tank often using in water treatment process design has CD pond, swash plate (inclined tube) sedimentation tank
Deng；CD pond mostly is square or circular, and treatment effect is poor relative to swash plate (inclined tube) sedimentation tank, careless slightly easy appearance
The phenomenon of Mud up-floating；Swash plate (inclined tube) although sedimentation tank high treating effect, in order to swash plate or inclined tube installation facility, tiltedly
Plate (inclined tube) sedimentation tank generally adopts square when building, and therefore swash plate (inclined tube) sedimentation tank dead angle in processing procedure,
Impact sedimentation effect.
Utility model content
The purpose of this utility model is to provide a kind of combined type sedimentation tank, to solve the above problems.
For realizing this utility model purpose, the technical scheme of employing is: a kind of combined type sedimentation tank, including columned pond
Body, is from top to bottom provided with weir plate, inclined tube filler, sludge bucket in cell body；Pool center is provided with central tube, and central tube is connected with and stretches out
The water inlet pipe of pond body sidewall, is provided with the center tube stent of fixed center cylinder in cell body；Central tube upper end is located at cell body top, lower end
Stretch in sludge bucket through inclined tube filler, and the lower end of central tube is provided with the distribution baffle of vertebral body shape；It is provided with logical in sludge bucket
Discharge pipeline to outside cell body；The weir plate corresponding position of pond body sidewall is provided with outlet pipe.
Further, in described cell body, the lower end of inclined tube filler is provided with filler support.
Further, described center tube stent is the cruciformity structure being radially arranged along cell body.
The beneficial effects of the utility model are that CD pond is combined with swash plate (inclined tube) sedimentation tank, reduce even
Eliminate dead angle, it is to avoid the phenomenon of Mud up-floating, reduce management difficulty, it also avoid the phenomenon of short stream.Solve center
Sedimentation tank treatment effect is not good and while Mud up-floating, solves the problems, such as that dead angle in swash plate (inclined tube) sedimentation tank yet, carries
The sedimentation effect of high sedimentation tank is it is adaptable to the improvement of various water pollution and purification.
Brief description
Fig. 1 is the front view of the combined type sedimentation tank that this utility model provides；
Fig. 2 is the top view of Fig. 1.
Specific embodiment
Below by specific embodiment and combine accompanying drawing this utility model is described in further detail.
Fig. 1, Fig. 2 show the combined type sedimentation tank that this utility model provides, and include columned cell body 1, cell body 1 interior by
Up to have weir plate 3, inclined tube filler 8, sludge bucket 6；Cell body 1 center is provided with central tube 2, and central tube 2 is connected with and stretches out cell body 1
The water inlet pipe 10 of side wall, is provided with the center tube stent 11 of fixed center cylinder 2 in cell body 1；Central tube 2 upper end is located at cell body 1 top,
Lower end is stretched in sludge bucket 6 through inclined tube filler 8, and the lower end of central tube 2 is provided with the distribution baffle 7 of vertebral body shape；Sludge bucket 6
Inside it is provided with the discharge pipeline 5 leading to outside cell body 1；Weir plate 6 corresponding position of cell body 1 side wall is provided with outlet pipe 4.
Form weir notch 9, pond body sidewall at weir notch 9 for the outlet pipe 4 between weir plate 3 and cell body 1 inwall.In cell body 1 tiltedly
The lower end of tube packing 8 is provided with filler support 12, and the filling of inclined tube filler 8 is using spiral.Center tube stent 11 is along cell body 1 footpath
To the cruciformity structure of setting, it is divided into the two parts being arranged at central tube 2 upper and lower, upper and lower two parts are all by four
Fix bar is constituted around central tube 2, and four fix bars form cruciformity, and central tube 2 is fixed on carriage center.
During the work of this combined type sedimentation tank, sewage flows automatically from water inlet pipe 10 and enters central tube 2, and water impact is in central tube 2
So that water velocity reduces on barrel, and form eddy flow, run underneath to joining of vertebral body shape along central tube 2 barrel under gravity
On water baffle plate 7, sewage is evenly distributed in the water distribution layer of combined type sedimentation tank by distribution baffle 7, therewith the continuous injection of sewage,
Liquid level rises, and the mud granule in sewage precipitates under the crown_interception of action of gravity and inclined tube filler 8, is stored in mud
In bucket 6, the mud storing discharges combined type sedimentation tank by discharge pipeline 5.Sewage supernatant then enters through inclined tube filler 8
The clear water layer of combined type sedimentation tank, liquid level continues rising and covers in weir plate 3 inflow weir notch 9, and then is discharged compound by outlet pipe 4
Formula sedimentation tank.
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, can there are various modifications and variations in spirit of the present utility model and principle, these are equal to
Modification or replacement etc., are all contained within protection domain of the present utility model.
Claims (3)
1. a kind of combined type sedimentation tank is it is characterised in that include columned cell body, is from top to bottom provided with weir plate, tiltedly in cell body
Tube packing, sludge bucket；Pool center is provided with central tube, and central tube is connected with the water inlet pipe stretching out pond body sidewall, is provided with cell body
The center tube stent of fixed center cylinder；Central tube upper end is located at cell body top, and lower end is stretched in sludge bucket through inclined tube filler, and
The lower end of central tube is provided with the distribution baffle of vertebral body shape；It is provided with the discharge pipeline leading to outside cell body in sludge bucket；Pond body sidewall
Weir plate corresponding position is provided with outlet pipe.
2. combined type sedimentation tank according to claim 1 it is characterised in that in described cell body the lower end of inclined tube filler be provided with
Filler support.
3. combined type sedimentation tank according to claim 1 is it is characterised in that described center tube stent is to set along cell body radial direction
The cruciformity structure put.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620951239.1U CN205913816U (en) | 2016-08-27 | 2016-08-27 | Combined type sedimentation tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620951239.1U CN205913816U (en) | 2016-08-27 | 2016-08-27 | Combined type sedimentation tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205913816U true CN205913816U (en) | 2017-02-01 |
Family
ID=57868500
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620951239.1U Expired - Fee Related CN205913816U (en) | 2016-08-27 | 2016-08-27 | Combined type sedimentation tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205913816U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107297091A (en) * | 2017-08-20 | 2017-10-27 | 合肥华则创科技开发有限公司 | A kind of settler for possessing automatic mud removing function |
| CN108675506A (en) * | 2018-07-18 | 2018-10-19 | 杭州开源环保工程有限公司 | A kind of film concentrated water processing system applied to dyeing |
| CN110357332A (en) * | 2019-08-13 | 2019-10-22 | 李建虎 | A kind of tail water processing water circulation system for aquaculture |
| CN110898472A (en) * | 2019-12-30 | 2020-03-24 | 苏州旭达环保科技有限公司 | Sedimentation tank for sewage treatment suitable for high suspended solid |
| CN112591977A (en) * | 2020-11-04 | 2021-04-02 | 广东新洁源环保工程有限公司 | Equipment device and method for specially removing high ammonia nitrogen sewage |
| CN118851388A (en) * | 2024-09-24 | 2024-10-29 | 成都之和环保科技有限公司 | A high-density sedimentation tank and sedimentation process |
-
2016
- 2016-08-27 CN CN201620951239.1U patent/CN205913816U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107297091A (en) * | 2017-08-20 | 2017-10-27 | 合肥华则创科技开发有限公司 | A kind of settler for possessing automatic mud removing function |
| CN108675506A (en) * | 2018-07-18 | 2018-10-19 | 杭州开源环保工程有限公司 | A kind of film concentrated water processing system applied to dyeing |
| CN110357332A (en) * | 2019-08-13 | 2019-10-22 | 李建虎 | A kind of tail water processing water circulation system for aquaculture |
| CN110898472A (en) * | 2019-12-30 | 2020-03-24 | 苏州旭达环保科技有限公司 | Sedimentation tank for sewage treatment suitable for high suspended solid |
| CN112591977A (en) * | 2020-11-04 | 2021-04-02 | 广东新洁源环保工程有限公司 | Equipment device and method for specially removing high ammonia nitrogen sewage |
| CN118851388A (en) * | 2024-09-24 | 2024-10-29 | 成都之和环保科技有限公司 | A high-density sedimentation tank and sedimentation process |
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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 |
Granted publication date: 20170201 Termination date: 20180827 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |