CN202538430U - Inflowing water rectification device of sedimentation basin - Google Patents
Inflowing water rectification device of sedimentation basin Download PDFInfo
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- CN202538430U CN202538430U CN2012201572042U CN201220157204U CN202538430U CN 202538430 U CN202538430 U CN 202538430U CN 2012201572042 U CN2012201572042 U CN 2012201572042U CN 201220157204 U CN201220157204 U CN 201220157204U CN 202538430 U CN202538430 U CN 202538430U
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Abstract
The utility model relates to an inflowing water rectification device of a sedimentation basin, belonging to the technical field of sewage treatment equipment. The sedimentation basin is of a structure in which water flows from one end or two ends, an inflowing water rectification area which is used as an inflowing water rectification device is arranged between a water distribution area and a filler sedimentation area, the distance between the water distribution area and the filler sedimentation area is from 200mm to 6000mm. When the inflowing water rectification device is used, after flowing into the sedimentation basin, waste water flows into the water distribution area firstly and then flows into the inflowing water rectification area, the energy of the waste water flow is partly eliminated in the inflowing water rectification area, so that the waste water flow evenly enters into the lower part of the filler sedimentation area; after the waste water is separated by an inclined plate (pipe) in the filler sedimentation area, clear water flows out of the sedimentation basin from the upper part of the inclined plate (pipe), the problem that the sedimentation basin is occasionally blocked due to uneven inflowing water is solved, and sludge at the bottom part of the sedimentation basin is discharged from the sedimentation basin under self pressure or by a sludge discharging machine. The inflowing water rectification device has the characteristics of advanced technology, simple and reasonable structure, stability and reliability in operation and high treatment efficiency; and the SS (suspend solid) content in discharged water is low and the water quality is good.
Description
Technical field
The utility model relates to a kind of water inlet fairing of sedimentation basin, belongs to technical field of sewage treatment equipment.
Background technology
Original sedimentation basin waste water is after a side or bilateral water inlet or end water inlet water inlet of sedimentation basin; Waste water gets into the commutating zone of the bottom of swash plate (pipe) Disengagement zone; Because the energy of mixed liquor fails fully to subdue, there are the irregular problem of water inlet sometimes in mixed liquor entering filler zone process swash plate or inclined tube when carrying out mud-water separation at commutating zone; Make swash plate or inclined tube part have the problem of sludge blockage.Because the energy of the waste water mixed liquor of failing effectively to eliminate causes local mud to pass on the packing layer and turns over, cause the ss suspended solid of water outlet to raise simultaneously.
Summary of the invention
To the defective of prior art, the utility model provides a kind of water inlet fairing that reduces floor space, simple and reasonable, stable and reliable operation, sedimentation basin that removal efficient is high.
A kind of water inlet fairing of sedimentation basin, sedimentation basin are end water inlet or two ends water inlet structure, the water inlet commutating zone are set as the water inlet fairing between water distribution zone and filler settling zone, and the spacing between water distribution zone and the filler settling zone is at 200-6000mm.
The utility model in use; After waste water gets into sedimentation basin, the water distribution zone that at first gets into the utility model, and then get into the water inlet commutating zone; Make the energy of waste water current obtain certain elimination at the water inlet commutating zone; Make the waste water current get into the bottom of filler settling zone more equably, after the separation of the swash plate (pipe) in the filler settling zone, clear water is discharged sedimentation basin on swash plate (pipe) top; Solved original because the irregular difficult problem that causes the accidental obstruction of sedimentation basin of water inlet, the mud that is separated to the bottom is through from pressing or sludge discharging machine is discharged outside the pond.
The utility model advanced technology, simple and reasonable, stable and reliable operation, the plant maintenance maintenance is convenient, and treatment effeciency is high, and adaptive capacity is strong, and water outlet SS content is low, and water quality is good, has solved the susceptible to plugging shortcoming of swash plate (pipe) sedimentation basin.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the structural representation of embodiment 2;
Wherein, 1, water distribution zone, 2, the water inlet fairing, 3, the filler settling zone, 4, effluent trough, 5, the pond body, 6, water leg, 7, sludge discharging machine, 8, swash plate (pipe).
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is further specified.
Embodiment 1:
A kind of water inlet fairing of sedimentation basin, as shown in Figure 1, sedimentation basin is an end water inlet water inlet structure, the water inlet commutating zone is set as the water inlet fairing between water distribution zone and filler settling zone, the spacing between water distribution zone and the filler settling zone is 200mm.
Embodiment 2:
A kind of water inlet fairing of sedimentation basin, as shown in Figure 2, sedimentation basin is the two ends water inlet structure, the water inlet commutating zone is set as the water inlet fairing between water distribution zone and filler settling zone, the spacing between water distribution zone and the filler settling zone is being 4000mm.
Embodiment 3:
A kind of water inlet fairing of sedimentation basin, structure is identical with embodiment 1 or embodiment 2, and difference is: the spacing between water distribution zone and the filler settling zone is 6000mm.
Claims (1)
1. the water inlet fairing of a sedimentation basin; It is characterized in that; Sedimentation basin is end water inlet or two ends water inlet structure, the water inlet commutating zone is set as the water inlet fairing between water distribution zone and filler settling zone, and the spacing between water distribution zone and the filler settling zone is at 200-6000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201572042U CN202538430U (en) | 2012-04-13 | 2012-04-13 | Inflowing water rectification device of sedimentation basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201572042U CN202538430U (en) | 2012-04-13 | 2012-04-13 | Inflowing water rectification device of sedimentation basin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202538430U true CN202538430U (en) | 2012-11-21 |
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ID=47159124
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201572042U Expired - Lifetime CN202538430U (en) | 2012-04-13 | 2012-04-13 | Inflowing water rectification device of sedimentation basin |
Country Status (1)
| Country | Link |
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| CN (1) | CN202538430U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103100242A (en) * | 2013-02-22 | 2013-05-15 | 蔡宏武 | Canal type thickener |
| CN104174191A (en) * | 2014-08-18 | 2014-12-03 | 南京工业大学 | Integrated grit chamber for treating rainwater and treatment method |
| CN104289011A (en) * | 2014-10-28 | 2015-01-21 | 曾承旺 | Canal type thickener with simple and descent-assisting structure |
| CN104307218A (en) * | 2014-10-28 | 2015-01-28 | 曾承旺 | Ditch-type thickener with fine-adjustable sedimentation promoting structure |
| CN104436769A (en) * | 2014-10-28 | 2015-03-25 | 曾承旺 | Trench type thickener with descending-assistant structure |
-
2012
- 2012-04-13 CN CN2012201572042U patent/CN202538430U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103100242A (en) * | 2013-02-22 | 2013-05-15 | 蔡宏武 | Canal type thickener |
| CN103100242B (en) * | 2013-02-22 | 2015-07-29 | 蔡宏武 | Canal formula concentrator |
| CN104174191A (en) * | 2014-08-18 | 2014-12-03 | 南京工业大学 | Integrated grit chamber for treating rainwater and treatment method |
| CN104174191B (en) * | 2014-08-18 | 2017-04-12 | 南京工业大学 | Integrated grit chamber for treating rainwater and treatment method |
| CN104289011A (en) * | 2014-10-28 | 2015-01-21 | 曾承旺 | Canal type thickener with simple and descent-assisting structure |
| CN104307218A (en) * | 2014-10-28 | 2015-01-28 | 曾承旺 | Ditch-type thickener with fine-adjustable sedimentation promoting structure |
| CN104436769A (en) * | 2014-10-28 | 2015-03-25 | 曾承旺 | Trench type thickener with descending-assistant structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200612 Address after: 250100 Hanyu Jingu a3-1-1602, high tech Zone, Jinan City, Shandong Province Patentee after: SHANDONG HUANFA SCIENCE AND TECHNOLOGY Co.,Ltd. Address before: 250013, building 103, No. 25, industrial South Road, Licheng District, Shandong, Ji'nan 101 Patentee before: Peng Jicheng |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121121 |