CN204958683U - Synthetic effluent disposal system of resin - Google Patents
Synthetic effluent disposal system of resin Download PDFInfo
- Publication number
- CN204958683U CN204958683U CN201520715340.2U CN201520715340U CN204958683U CN 204958683 U CN204958683 U CN 204958683U CN 201520715340 U CN201520715340 U CN 201520715340U CN 204958683 U CN204958683 U CN 204958683U
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- pond
- waste water
- preconditioning
- equalizing tank
- return line
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Abstract
The utility model discloses a synthetic effluent disposal system of resin, the utility model aims at providing a simple structure, can effectively purify chemical industry waste water, can also continue the synthetic effluent disposal system of resin that uses after the fully loaded or trouble in a preconditioning pond, it includes preconditioning pond, equalizing basin, anaerobism pond, good oxygen pond no. 1, good oxygen pond no. 2, sedimentation tank, discharging pool, sludge impoundment, the preconditioning pond have a plurality ofly and all pass through the tube coupling with the equalizing basin, equalizing basin, anaerobism pond, good oxygen pond no. 1, good oxygen pond no. 2, sedimentation tank connect gradually through the pipeline, discharging pool, sludge impoundment be connected with the sedimentation tank respectively, sedimentation tank and good oxygen pond be equipped with the back flow between one, be equipped with the backwash pump on the back flow, equalizing basin and anaerobism pond between also be equipped with the back flow, be equipped with the backwash pump on the back flow, the lamp post hole site examination tooling has the characteristics of being simple structure and reasonable in design, being convenient to use, etc.
Description
Technical field
The utility model relate to a kind of industrial waste water disposal device, especially a kind of resins synthesis Waste Water Treatment for the treatment of wastewater from chemical industry.
Background technology
The patent No. be 201220580293.1 patent discloses a kind of high-effect industrial wastewater treatment system, it by comprehensive adjustment pond, horizontal in and filter drum, aeration tank, one-level tube settler, two-stage coagulation reaction tank, secondary tube settler, three grades of coagulation reaction tank, three grades of tube settlers, sludge thickener, PH equalizing tank, water collecting basin, sand filter, clean water basin, effluent standard mouths form; Wherein, in horizontal and after filter drum is connected to comprehensive adjustment pond, be connected with aeration tank with filter drum in horizontal subsequently; Aeration tank connects one-level tube settler; One-level tube settler, two-stage coagulation reaction tank, secondary tube settler, three grades of coagulation reaction tank, three grades of tube settler five parts connect successively in turn; Three grades of tube settlers connect PH equalizing tank; After water collecting basin is connected to PH equalizing tank, water collecting basin is connected successively in turn with sand filter, clean water basin, effluent standard mouth simultaneously.One-level tube settler, secondary tube settler, three grades of tube settlers are connected with sludge thickener respectively; Sludge thickener is connected to again comprehensive adjustment pond simultaneously.But this high-effect industrial wastewater treatment system also exists the problems such as complex structure, production cost is high, operation easier is large.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of structure simple, can effectively cleansed resin synthetic wastewater, to be fully loaded with when a preconditioning pond or the resins synthesis Waste Water Treatment of use after fault, can also be continued.
In order to achieve the above object, a kind of resins synthesis Waste Water Treatment designed by the utility model, it comprises preconditioning pond, equalizing tank, anaerobic pond, Aerobic Pond one, Aerobic Pond two, settling tank, discharge pond, sludge sump, reflux pump; Described preconditioning pond is had multiple and is all connected by pipeline with equalizing tank; Described equalizing tank, anaerobic pond, Aerobic Pond one, Aerobic Pond two, settling tank are connected successively by pipeline; Described discharge pond, sludge sump are connected with settling tank respectively; Be provided with return line between described settling tank and Aerobic Pond one, return line is provided with reflux pump; Also be provided with return line between described equalizing tank and anaerobic pond, return line is provided with reflux pump; The upper end of described anaerobic pond is provided with division board, and division board is provided with through hole, and the sidewall of anaerobic pond is provided with production well, and production well is positioned at transferring of division board.
As preferably, the upper limb of described through hole is extended with sidewall one vertically upward, is extended with sidewall two downwards at the lower rim of through hole, and big up and small down trapezoidal of the orthographicprojection of sidewall two.
As preferably, the interface of the pipeline between described anaerobic pond and Aerobic Pond one is positioned at the top of division board.
As preferably, the return line interface between described anaerobic pond and equalizing tank is also positioned at the top of division board.
As preferably, be provided with self-circulation pipeline in described equalizing tank, self-circulation pipeline is provided with reflux pump.
As preferably, described preconditioning pond has two.
Resins synthesis Waste Water Treatment of the present utility model, it has multiple preconditioning pond, when a preconditioning pond is fully loaded or damage, remaining preconditioning pond is got involved and is used, when waste water enters equalizing tank behind preconditioning pond, nutritive medium and acid/alkali reagent is added in equalizing tank, regulate the pH value of waste water, then waste water enters anaerobic reation pool, the particulate vector for anerobe attachment is added with in anaerobic reation pool, through anerobe reaction, the impurity in waste water is decomposed, and rear portion waste water enters equalizing tank again through reflux pump recycles, another part waste water enters Aerobic Pond one and Aerobic Pond two successively, the suspended sludge for aerobic bacteria attachment is added with in Aerobic Pond one and Aerobic Pond two, through aerobic bacteria reaction, the impurity in waste water is decomposed further, then waste water enters settling tank, precipitate through settling tank, by the suspended sludge in waste water, impurity is separated with waste water, treated waste water enters discharge pond, urban pipe network is entered after waste water in discharge pond reaches discharging standards, suspended sludge in settling tank and an impurity part enter Aerobic Pond one by reflux pump and carry out cyclical operation, another part enters sludge sump.
Therefore, it has the features such as structure is simple, reasonable in design and easy to use.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of anaerobic pond.
Embodiment
Below in conjunction with accompanying drawing, the utility model will be further described.
As shown in Figure 1 and Figure 2, a kind of resins synthesis Waste Water Treatment that the present embodiment describes, it comprises preconditioning pond 1, preconditioning pond 22, equalizing tank 3, anaerobic pond 4, Aerobic Pond 1, Aerobic Pond 26, settling tank 7, discharge pond 8, sludge sump 9, reflux pump; Described preconditioning pond 1 is all connected by pipeline with equalizing tank 3 with preconditioning pond 22; Described anaerobic pond 4, Aerobic Pond 1, Aerobic Pond 26, settling tank 7 are connected successively by pipeline; Described discharge pond 8, sludge sump 9 are connected with settling tank 7 respectively; Be provided with return line 10 between described settling tank 7 and Aerobic Pond 1, return line 10 is provided with reflux pump; Also be provided with return line 10 between described equalizing tank 3 and anaerobic pond 4, return line 10 is provided with reflux pump; The upper end of described anaerobic pond 4 is provided with division board 11, and division board 11 is provided with through hole, and the sidewall of anaerobic pond 4 is provided with production well 12, and production well 12 is positioned at transferring of division board 11; Pipe interface 14 between described anaerobic pond 4 and Aerobic Pond one is positioned at the top of division board 11; Return line interface 13 between described anaerobic pond 4 and equalizing tank 3 is also positioned at the top of division board 11; Pipe interface 15 between described anaerobic pond 4 and equalizing tank 3 is positioned at the bottom of anaerobic pond 4.
Claims (6)
1. a resins synthesis Waste Water Treatment, is characterized in that: it comprises preconditioning pond, equalizing tank, anaerobic pond, Aerobic Pond one, Aerobic Pond two, settling tank, discharge pond, sludge sump, reflux pump; Described preconditioning pond is had multiple and is all connected by pipeline with equalizing tank; Described equalizing tank, anaerobic pond, Aerobic Pond one, Aerobic Pond two, settling tank are connected successively by pipeline; Described discharge pond, sludge sump are connected with settling tank respectively; Be provided with return line between described settling tank and Aerobic Pond one, return line is provided with reflux pump; Also be provided with return line between described equalizing tank and anaerobic pond, return line is provided with reflux pump; The upper end of described anaerobic pond is provided with division board, and division board is provided with through hole, and the sidewall of anaerobic pond is provided with production well, and production well is positioned at transferring of division board.
2. a kind of resins synthesis Waste Water Treatment according to claim 1, it is characterized in that: the upper limb of described through hole is extended with sidewall one vertically upward, sidewall two is extended with downwards at the lower rim of through hole, and big up and small down trapezoidal of the orthographicprojection of sidewall two.
3. a kind of resins synthesis Waste Water Treatment according to claim 1, is characterized in that: the interface of the pipeline between described anaerobic pond and Aerobic Pond one is positioned at the top of division board.
4. a kind of resins synthesis Waste Water Treatment according to claim 1, is characterized in that: the return line interface between described anaerobic pond and equalizing tank is also positioned at the top of division board.
5. a kind of resins synthesis Waste Water Treatment according to claim 1, is characterized in that: be provided with self-circulation pipeline in described equalizing tank, self-circulation pipeline is provided with reflux pump.
6. a kind of resins synthesis Waste Water Treatment according to claim 1, is characterized in that: described preconditioning pond has two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520715340.2U CN204958683U (en) | 2015-09-16 | 2015-09-16 | Synthetic effluent disposal system of resin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520715340.2U CN204958683U (en) | 2015-09-16 | 2015-09-16 | Synthetic effluent disposal system of resin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204958683U true CN204958683U (en) | 2016-01-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520715340.2U Active CN204958683U (en) | 2015-09-16 | 2015-09-16 | Synthetic effluent disposal system of resin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204958683U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110451725A (en) * | 2019-08-14 | 2019-11-15 | 浙江巨能环境工程有限公司 | A kind of DMF and DMAC high-concentration waste water biological treatment system and processing method |
-
2015
- 2015-09-16 CN CN201520715340.2U patent/CN204958683U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110451725A (en) * | 2019-08-14 | 2019-11-15 | 浙江巨能环境工程有限公司 | A kind of DMF and DMAC high-concentration waste water biological treatment system and processing method |
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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 |
Address after: 314500 No. 1500 rice road, Indus street, Tongxiang, Zhejiang Patentee after: Zhejiang Juneng Environmental Engineering Co Ltd Address before: 314500, No. 1500 rice road, Indus street, Tongxiang, Zhejiang, Jiaxing Patentee before: ZHEJIANG JUNENG CO., LTD. |
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| CP03 | Change of name, title or address |