CN203922824U - The perpendicular stream of flap flocculation basin - Google Patents
The perpendicular stream of flap flocculation basin Download PDFInfo
- Publication number
- CN203922824U CN203922824U CN201420348941.XU CN201420348941U CN203922824U CN 203922824 U CN203922824 U CN 203922824U CN 201420348941 U CN201420348941 U CN 201420348941U CN 203922824 U CN203922824 U CN 203922824U
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- CN
- China
- Prior art keywords
- pond
- flocculation
- basin
- flocculation basin
- flap
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- Expired - Fee Related
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Abstract
The utility model relates to a kind of water purification plant sedimentation and filtration equipment.The perpendicular stream of a kind of flap flocculation basin, comprise former pond and flocculation basin, described flocculation basin comprises multiple independent flocculation unit that arrange side by side, described flocculation unit comprises coagulation basin, filling pond, aerobic fermentation tank, transition pond and settling tank, in described coagulation basin and filling pond, be provided with stirring mechanism, described stirring mechanism comprises the agitator motor that is arranged on top, with the stir shaft of agitator motor interlock be arranged on the stirring rake on stir shaft, the bottom of described stir shaft is connected by bearing support with at the bottom of pond, in described aerobic fermentation tank, be vertically staggeredly equipped with stainless steel flap, partition wall between described transition pond and settling tank is perforation tracery wall.The utility model makes whole flocculation basin can better adapt to the former pond of different flow, can better regulate and control the distribution of the water yield in each former pond, rationalizes the use state of controlling flocculation basin, has greatly improved the decontamination effect improving of flocculation basin.
Description
Technical field
The utility model relates to a kind of water purification plant sedimentation and filtration equipment, is specifically related to the perpendicular stream of a kind of flap flocculation basin.
Background technology
Flocculation reaction is that water purification plant's flocculation tank is the important step of water purification plant's technological design, and its degree of perfection will directly affect the effect of post precipitation and filtration.Flocculation tank enters passage between the folder seething up and down by dosing coagulant and through well-mixed former water, current between same setback plate tortuous flow or between different setback plate continuously convergent-divergent flow, produce numerous little vortexs and form stronger pulsed turbulent fluctuation, thereby improved the effect of the flocculation of particle collision in former water, however for existing flocculation basin exist that arrangement complexity, water (flow) direction are full of twists and turns, flooding quantity change be restricted, the flap installation difficulty problem such as greatly.
Utility model content
The purpose of this utility model is the problem and shortage for above-mentioned existence, and a kind of flocculation basin structure, the perpendicular stream of the adaptive flap of raising flocculation basin water yield flocculation basin optimized is provided.
For achieving the above object, the technical scheme of taking is:
The perpendicular stream of a kind of flap flocculation basin, comprise former pond and flocculation basin, described flocculation basin comprises multiple independent flocculation unit that arrange side by side, described flocculation unit comprises coagulation basin, filling pond, aerobic fermentation tank, transition pond and settling tank, in described coagulation basin and filling pond, be provided with stirring mechanism, described stirring mechanism comprises the agitator motor that is arranged on top, with the stir shaft of agitator motor interlock be arranged on the stirring rake on stir shaft, the bottom of described stir shaft is connected by bearing support with at the bottom of pond, in described aerobic fermentation tank, be vertically staggeredly equipped with stainless steel flap, partition wall between described transition pond and settling tank is perforation tracery wall.
Between each described flocculation Yu Yuan pond, unit, be equipped with control gate, by the size of each flocculation unit discharge of control gate control.
Described transition pond and settling tank bottom are provided with buffering slope, for precipitating sludge and buffered water stream.
Transition pond and the settling tank of each described flocculation unit are respectively series connection connectivity structure
Adopt technique scheme, obtained beneficial effect is:
The utility model is by the former pond that makes whole flocculation basin can better adapt to different flow that is arranged in parallel of each flocculation unit, can better regulate and control the distribution of the water yield in each former pond, rationalize the use state of controlling flocculation basin, greatly improved the decontamination effect improving of flocculation basin.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of flocculation unit.
Sequence number in figure: 1 be former pond, 2 for coagulation basin, 3 for filling pond, 4 for aerobic fermentation tank, 5 for transition pond, 6 for settling tank, 7 for agitator motor, 8 for stir shaft, 9 for stirring rake, 10 for bearing support, 11 for stainless steel flap, 12 for perforation tracery wall, 13 for control gate, 14 for buffering slope.
Embodiment
Below in conjunction with accompanying drawing, embodiment of the present utility model is elaborated.
Referring to Fig. 1, Fig. 2, the perpendicular stream of a kind of flap flocculation basin, comprise former pond 1 and flocculation basin, described flocculation basin comprises multiple independent flocculation unit that arrange side by side, described flocculation unit comprises coagulation basin 2, filling pond 3, aerobic fermentation tank 4, transition pond 5 and settling tank 6, in described coagulation basin 2 and filling pond 3, be provided with stirring mechanism, described stirring mechanism comprises the agitator motor 7 that is arranged on top, the stir shaft 8 linking with agitator motor 7 and be arranged on the stirring rake 9 on stir shaft 8, the bottom of described stir shaft 8 with at the bottom of pond, be connected by bearing support 10, the interior stainless steel flap 11 that is vertically staggeredly equipped with of described aerobic fermentation tank 4, partition wall between described transition pond 5 and settling tank 6 is perforation tracery wall 12.
Between each described flocculation Yu Yuan pond, unit, be equipped with control gate 13, control the size of each flocculation unit discharge by control gate 13, described transition pond 5 and settling tank 6 bottoms are provided with buffering slope 14, for precipitating sludge and buffered water stream.Transition pond and the settling tank of each described flocculation unit are respectively series connection connectivity structure
The utility model is by the former pond that makes whole flocculation basin can better adapt to different flow that is arranged in parallel of each flocculation unit, can better regulate and control the distribution of the water yield in each former pond, rationalize the use state of controlling flocculation basin, greatly improved the decontamination effect improving of flocculation basin.
Claims (4)
1. the perpendicular stream of a flap flocculation basin, comprise former pond and flocculation basin, it is characterized in that, described flocculation basin comprises multiple independent flocculation unit that arrange side by side, described flocculation unit comprises coagulation basin, filling pond, aerobic fermentation tank, transition pond and settling tank, in described coagulation basin and filling pond, be provided with stirring mechanism, described stirring mechanism comprises the agitator motor that is arranged on top, with the stir shaft of agitator motor interlock be arranged on the stirring rake on stir shaft, the bottom of described stir shaft is connected by bearing support with at the bottom of pond, in described aerobic fermentation tank, be vertically staggeredly equipped with stainless steel flap, partition wall between described transition pond and settling tank is perforation tracery wall.
2. the perpendicular stream of flap according to claim 1 flocculation basin, is characterized in that, is equipped with control gate, by the size of each flocculation unit discharge of control gate control between each described flocculation Yu Yuan pond, unit.
3. the perpendicular stream of flap according to claim 1 flocculation basin, is characterized in that, described transition pond and settling tank bottom are provided with buffering slope, for precipitating sludge and buffered water stream.
4. the perpendicular stream of flap according to claim 1 flocculation basin, is characterized in that, transition pond and the settling tank of each described flocculation unit are respectively series connection connectivity structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420348941.XU CN203922824U (en) | 2014-06-27 | 2014-06-27 | The perpendicular stream of flap flocculation basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420348941.XU CN203922824U (en) | 2014-06-27 | 2014-06-27 | The perpendicular stream of flap flocculation basin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203922824U true CN203922824U (en) | 2014-11-05 |
Family
ID=51818680
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420348941.XU Expired - Fee Related CN203922824U (en) | 2014-06-27 | 2014-06-27 | The perpendicular stream of flap flocculation basin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203922824U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106277713A (en) * | 2016-10-21 | 2017-01-04 | 吴云萍 | A kind of efficiently bobbin carriage coagulator |
| CN110921995A (en) * | 2019-12-17 | 2020-03-27 | 中海石油东营石化有限公司 | Communicating structure between sewage treatment tanks |
-
2014
- 2014-06-27 CN CN201420348941.XU patent/CN203922824U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106277713A (en) * | 2016-10-21 | 2017-01-04 | 吴云萍 | A kind of efficiently bobbin carriage coagulator |
| CN106277713B (en) * | 2016-10-21 | 2022-12-06 | 安尼康（福建）环保设备有限公司 | High-efficient pipe case coagulation ware |
| CN110921995A (en) * | 2019-12-17 | 2020-03-27 | 中海石油东营石化有限公司 | Communicating structure between sewage treatment tanks |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 300384 Tianjin Binhai New Area High-tech Zone Huayuan Industrial Area No. 2, 4-2101 Patentee after: China Construction Municipal Construction Group Co., Ltd. Address before: 300384 No. 2, Rongyuan Road, Huayuan Industrial Area, Nankai District, Tianjin 4-2101 Patentee before: Sinohydro Tianjin Engineering Co.,Ltd. |
|
| 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: 20141105 Termination date: 20200627 |