CN206198783U - Vertical sedimentation basin - Google Patents
Vertical sedimentation basin Download PDFInfo
- Publication number
- CN206198783U CN206198783U CN201720198612.5U CN201720198612U CN206198783U CN 206198783 U CN206198783 U CN 206198783U CN 201720198612 U CN201720198612 U CN 201720198612U CN 206198783 U CN206198783 U CN 206198783U
- Authority
- CN
- China
- Prior art keywords
- tank body
- sedimentation basin
- lid
- vertical sedimentation
- sewage draining
- 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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Abstract
Vertical sedimentation basin, including lid, tank body, support, described tank body is rack-mount, described tank body top is provided with lid, described tank body top is provided with sewage draining exit, described tank wall is connected with water inlet, water inlet is connected with central draft tube, described central draft tube bottom is provided with reflecting plate, described reflecting plate bottom is provided with vertical equally distributed stabilier, described tank interior is provided with the swash plate of annular, described lid has been provided with top sewage draining exit, described lid bottom surface is provided with the dividing plate of annular, described covered body wall is provided with delivery port, downflow weir is provided with described delivery port, vertical sedimentation basin of the present utility model, sediment floating can be prevented effectively from, effect with removal floating debris, it is convenient and practical.
Description
Technical field
The utility model is related to field of sewage treatment equipment, is specifically exactly a kind of vertical sedimentation basin.
Background technology
Sedimentation basin is important infrastructure in water process, and existing sedimentation basin unitary function is basic only to precipitate and separate
Function, deposition efficiency and inferior separating effect, and the dopant density entered in the sewage of sedimentation basin is different, in result in sewage
Floating impurity cannot remove, therefore for effluent quality requirement it is higher in the case of, traditional sedimentation basin just can not meet dirt
Water process requirement, traditional sedimentation basin also haves the shortcomings that sedimentation effect is poor, and mainly agitation of the current to sediment makes precipitation
Thing floats causes sedimentation effect poor.
The content of the invention
The purpose of this utility model is to provide a kind of vertical sedimentation basin, and the sedimentation basin can be prevented effectively from sediment and float
Dynamic, the effect with removal floating debris is convenient and practical.
The technical scheme in the invention for solving the technical problem is：Vertical sedimentation basin, including lid, tank
Body, support, described tank body are rack-mount, and described tank body top is provided with lid, and described tank body top is provided with
Sewage draining exit, described tank wall is connected with water inlet, and water inlet is connected with central draft tube, described central draft tube bottom
Reflecting plate is provided with, described reflecting plate bottom is provided with vertical equally distributed stabilier, and described tank interior is provided with
The swash plate of annular, described lid has been provided with top sewage draining exit, and described lid bottom surface is provided with the dividing plate of annular, described
Covered body wall is provided with delivery port, and downflow weir is provided with described delivery port.
Used as optimization, described dividing plate floor height is lower than water outlet height.
Used as optimization, described swash plate top surface diameter is less than the circle diameter that dividing plate is constituted.
Used as optimization, described top sewage draining exit is integrally in horn-like.
Used as optimization, described sewage draining exit floor height is higher than delivery port.
Used as optimization, described downflow weir is made up of the dentation weir of two pieces of energy relative motion.
The beneficial effects of the utility model are：Compared with prior art, vertical sedimentation basin of the present utility model, by steady
Stream plate makes sediment not stirred by current, and screening to floating debris is reached by settings of swash plate, dividing plate, delivery port, logical
The setting for crossing downflow weir reaches the stability contorting of current size, and simple and practical, clean effect is good.
Brief description of the drawings
Fig. 1 is the utility model overall construction drawing；
Fig. 2 is this practical overflow weir structure figure；
Wherein, 1 lid, 2 tank bodies, 3 supports, 4 water inlets, 5 sewage draining exits, 6 stabiliers, 7 reflecting plates, 8 central draft tubes, 9
Swash plate, 10 dividing plates, 11 top sewage draining exits, 12 downflow weirs, 13 delivery ports.
Specific embodiment
In embodiment as shown in Figure 1, vertical sedimentation basin, including lid 1, tank body 2, support 3, described tank body 2 is installed
On support 3, described tank body top is provided with lid 1, and the described bottom of tank body 2 is provided with sewage draining exit 5, described tank body 2
Side wall is connected with water inlet 4, and water inlet 4 is connected with central draft tube 8, and the described bottom of central draft tube 8 is provided with reflecting plate
7, the described bottom of reflecting plate 7 is provided with vertical equally distributed stabilier 6, and described tank body 2 is internally provided with the oblique of annular
Plate 9, described lid 1 has been provided with top sewage draining exit 11, and the described bottom surface of lid 1 is provided with the dividing plate 10 of annular, described
The side wall of lid 1 is provided with delivery port 13, and downflow weir 12 is provided with described delivery port 13, and sewage enters tank by water inlet 4
Body 2, because the effect of reflecting plate 7 spreads current direction surrounding, current tend to be steady after running into stabilier 6, the big solid of quality
Impurity falls into the bottom of tank body 2, and the impurity of light weight is floated up because the guide functions impurity of swash plate 9 enters what dividing plate 10 was constituted
In cylinder space, with the rising and the accumulation of top impurity of water level, when water level is reached at downflow weir 12, delivery port 13 starts
The sewage outflow for completing will be precipitated, when the light impurities at top gradually run up to certain amount, will be miscellaneous by top sewage draining exit 11
Matter is suctioned out.
In embodiment as shown in Figure 2, when the inflow of water inlet 4 produces change, the two panels tooth form weir of downflow weir 12
（It is a piece of to be fixed on tank body 2, another relative motion）Start relative motion along its length, tooth form is changed, so as to reach
To optimal steady flow result.
Above-mentioned specific embodiment is only specific case of the present utility model, and scope of patent protection of the present utility model includes
But the product form and style of above-mentioned specific embodiment are not limited to, it is any to meet the vertical-flow of the utility model claims
Appropriate change or modification that sedimentation basin and any person of an ordinary skill in the technical field are done to it, should all fall into this practicality
New scope of patent protection.
Claims (6)
1. vertical sedimentation basin, including lid（1）, tank body（2）, support（3）, described tank body（2）Installed in support（3）On,
Described tank body top is provided with lid（1）, described tank body（2）Bottom is provided with sewage draining exit（5）, described tank body（2）Side
Wall is connected with water inlet（4）, water inlet（4）With central draft tube（8）Connection, it is characterised in that：Described central draft tube（8）
Bottom is provided with reflecting plate（7）, described reflecting plate（7）Bottom is provided with vertical equally distributed stabilier（6）, described tank
Body（2）It is internally provided with the swash plate of annular（9）, described lid（1）It is provided with top sewage draining exit（11）, described lid（1）
Bottom surface is provided with the dividing plate of annular（10）, described lid（1）Side wall is provided with delivery port（13）, described delivery port（13）It is interior
It is provided with downflow weir（12）.
2. vertical sedimentation basin according to claim 1, it is characterised in that：Described dividing plate（10）Floor height compares water outlet
Mouthful（13）It is highly low.
3. vertical sedimentation basin according to claim 1, it is characterised in that：Described swash plate（9）Top surface diameter be less than every
Plate（10）The circle diameter of composition.
4. vertical sedimentation basin according to claim 1, it is characterised in that：Described top sewage draining exit（11）Overall is in loudspeaker
Shape.
5. vertical sedimentation basin according to claim 4, it is characterised in that：Described sewage draining exit（11）Floor height is higher than
Delivery port（13）.
6. vertical sedimentation basin according to claim 1, it is characterised in that：Described downflow weir（12）It is relative by two pieces of energy
The dentation weir composition of motion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720198612.5U CN206198783U (en) | 2017-03-02 | 2017-03-02 | Vertical sedimentation basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720198612.5U CN206198783U (en) | 2017-03-02 | 2017-03-02 | Vertical sedimentation basin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206198783U true CN206198783U (en) | 2017-05-31 |
Family
ID=58746647
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720198612.5U Expired - Fee Related CN206198783U (en) | 2017-03-02 | 2017-03-02 | Vertical sedimentation basin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206198783U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108675416A (en) * | 2018-04-28 | 2018-10-19 | 中电建水环境治理技术有限公司 | A kind of river and lake sewage disinfection treatment purification pot |
| CN109279726A (en) * | 2018-11-28 | 2019-01-29 | 广东佳德环保科技有限公司 | A kind of organic wastewater treating system and processing method |
-
2017
- 2017-03-02 CN CN201720198612.5U patent/CN206198783U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108675416A (en) * | 2018-04-28 | 2018-10-19 | 中电建水环境治理技术有限公司 | A kind of river and lake sewage disinfection treatment purification pot |
| CN109279726A (en) * | 2018-11-28 | 2019-01-29 | 广东佳德环保科技有限公司 | A kind of organic wastewater treating system and processing method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170531 Termination date: 20200302 |