CN201495123U - Sewage treatment device - Google Patents
Sewage treatment device Download PDFInfo
- Publication number
- CN201495123U CN201495123U CN2009203038433U CN200920303843U CN201495123U CN 201495123 U CN201495123 U CN 201495123U CN 2009203038433 U CN2009203038433 U CN 2009203038433U CN 200920303843 U CN200920303843 U CN 200920303843U CN 201495123 U CN201495123 U CN 201495123U
- Authority
- CN
- China
- Prior art keywords
- pipeline
- tube road
- spraying tube
- coagulating agent
- compound
- 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
Links
- 239000010865 sewage Substances 0.000 title abstract description 24
- 239000003814 drug Substances 0.000 claims abstract description 102
- 238000005507 spraying Methods 0.000 claims abstract description 64
- 239000000701 coagulant Substances 0.000 claims abstract description 58
- 150000001875 compounds Chemical class 0.000 claims abstract description 55
- 239000007921 spray Substances 0.000 claims description 34
- 239000013505 freshwater Substances 0.000 claims description 24
- 239000002699 waste material Substances 0.000 claims description 21
- 230000015572 biosynthetic process Effects 0.000 claims description 8
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 claims description 6
- 229940079593 drug Drugs 0.000 abstract description 9
- 239000012535 impurity Substances 0.000 abstract description 6
- 238000006243 chemical reaction Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 230000015271 coagulation Effects 0.000 description 4
- 238000005345 coagulation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 235000009508 confectionery Nutrition 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 239000000693 micelle Substances 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 159000000013 aluminium salts Chemical class 0.000 description 1
- 229910000329 aluminium sulfate Inorganic materials 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- RBTARNINKXHZNM-UHFFFAOYSA-K iron trichloride Chemical compound Cl[Fe](Cl)Cl RBTARNINKXHZNM-UHFFFAOYSA-K 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 229910052761 rare earth metal Inorganic materials 0.000 description 1
- 150000002910 rare earth metals Chemical class 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
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- Water Treatment By Electricity Or Magnetism (AREA)
Abstract
The utility model discloses a sewage treatment device, which comprises a drug spraying pipeline (1), wherein one end of the drug spraying pipeline (1) is connected with a coagulant pipeline (2) and a compound drug pipeline (3), a drug loading pump (4) is arranged on the coagulant pipeline (2), and a metering pump (5) is arranged on the metering pump; the bottom part of the other end of the drug spraying pipeline (1) is sealed and is provided with a drug spraying opening (6) which is arranged in a sewage pipeline (1). The utility model can quantitatively control the use of the compound drug, so as to save the operating cost, and can enable the coagulant to react with the sewage quickly and sufficiently, so as to improve the sewage treating ability. At the same time, the utility model can automatically and effectively clean the precipitated impurities from the drug spraying opening.
Description
Technical field
The utility model relates to a kind of waste disposal plant, adds the waste disposal plant of coagulating agent in particularly a kind of sewage.
Background technology
Sewage water treatment method mainly contains chemical coagulation process and physisorphtion.The chemical coagulation ratio juris is to utilize the positively charged ion in the coagulating agent to generate the oxyhydroxide micelle under neutrality or alkaline condition, these charged micelles suspended substance in the planar water and form precipitation in sedimentary process.But the use range of coagulating agent is limited, to some difficult degradations, unmanageable sewage, can not reach gratifying effect even adopt conventional coagulation method to strengthen coagulating agent dosage, often in coagulating agent, add compound in the therefore present sewage treatment process and improve sewage treatment capacity.Existing waste disposal plant can not cause waste according to the suspended substance quantity of sewage control compound, and coagulating agent and sewage reaction are not rapid, insufficient, and sewage treatment capacity is not good.In addition, in sewage disposal, throw out is often blocked the spray medicine mouth in medicine spraying tube road when coagulating agent and compound and sewage reaction, and the labor cleaning is sprayed the medicine mouth not only wastes time and energy, and it is also undesirable to remove effect.
The utility model content
The purpose of this utility model is, a kind of waste disposal plant is provided.It can quantitatively control the use of compound, has saved running cost, can also make rapid, the fully reaction of coagulating agent and sewage, has improved the ability of sewage disposal.Simultaneously, the utility model can be cleared up the precipitated impurities of spray medicine mouth automatically, effectively.
The utility model is achieved in that formation comprises the medicine spraying tube road, and medicine spraying tube road one end is connected with coagulating agent pipeline and compound pipeline, and the coagulating agent pipeline is provided with the loading pump, and the compound pipeline is provided with volume pump; The other end bottom, medicine spraying tube road seals and offers spray medicine mouth, and spray medicine mouth places in the sewer line.
In the above-mentioned waste disposal plant, it is characterized in that: formation also comprises the second medicine spraying tube road, the second medicine spraying tube road, one end is connected with the second coagulating agent pipeline and the second compound pipeline, the second coagulating agent pipeline the other end links to each other with the loading pump, and the second compound pipeline the other end links to each other with volume pump; The other end bottom, the second medicine spraying tube road seals and offers spray medicine mouth, and spray medicine mouth places in the sewer line; All be provided with magnetic valve on coagulating agent pipeline, compound pipeline, the second coagulating agent pipeline and the second compound pipeline.
In the aforesaid waste disposal plant, it is characterized in that: described medicine spraying tube road also is connected with fresh water pipeline, and the fresh water pipeline the other end is connected with the second medicine spraying tube road, and fresh water pipeline is provided with the clear water water inlet; The Link Port in fresh water pipeline and medicine spraying tube road is provided with magnetic valve, and the Link Port in the fresh water pipeline and the second medicine spraying tube road is provided with magnetic valve.
In the aforesaid waste disposal plant, it is characterized in that: the Link Port of described coagulating agent pipeline and compound pipeline is 5～50 centimetres apart from spray medicine mouth.
In the aforesaid waste disposal plant, it is characterized in that: the Link Port of described coagulating agent pipeline and compound pipeline is preferably 10～40 centimetres apart from spray medicine mouth.
In the aforesaid waste disposal plant, it is characterized in that: the Link Port of the described second coagulating agent pipeline and the second compound pipeline is 5～50 centimetres apart from the spray medicine mouth on the medicine spraying tube road.
In the aforesaid waste disposal plant, it is characterized in that: the spray medicine mouth on the Link Port distance second medicine spraying tube road of the described second coagulating agent pipeline and the second compound pipeline is preferably 10～40 centimetres.
Compared with prior art, the utility model is provided with pump of constant delivery type on the compound pipeline, can quantitatively control the input flow rate of compound according to the quantity of suspended particle in the sewer line, has saved running cost.No matter utility model is that the loading pump is set on the coagulating agent pipeline, still the Link Port of compound pipeline and coagulating agent pipeline has all improved the speed of coagulating agent and compound reaction greatly with the setting of the distance of spray medicine mouth, through check, can make coagulating agent and compound blended time less than 3 seconds, the activity that can keep confection like this improves sewage treating efficiency.The setting of the medicine of the utility model spray simultaneously mouth position and the setting of spray medicine mouth bottom sealing can fully be reacted confection with sewage, have improved the ability of sewage disposal.In addition, the utility model formation comprises the second medicine spraying tube road, be connected with the second coagulating agent pipeline and the second compound pipeline on the second medicine spraying tube road, coagulating agent pipeline, compound pipeline, the second coagulating agent pipeline and the second compound pipeline are equipped with magnetic valve, keying by magnetic valve, can make the medicine spraying tube road and the second medicine spraying tube road alternation, be convenient to the precipitated impurities of cleaning spray medicine mouth in sewage disposal; The utility model formation also includes fresh water pipeline, fresh water pipeline is provided with magnetic valve, keying by magnetic valve, automatically the idle medicine spraying tube of flushing road in the time of can making the medicine spraying tube road and the second medicine spraying tube road alternation has so not only been saved manpower and has been realized that automatization has also improved the cleaning effect that sprays the medicine mouth.
Description of drawings
Accompanying drawing 1 is a structural representation of the present utility model.
Be labeled as among the figure: 1-medicine spraying tube road, 2-coagulating agent pipeline, 3-compound pipeline, 4-loading pump, 5-volume pump, 6-spray medicine mouth, 7-sewer line, the 8-second medicine spraying tube road, the 9-second coagulation pipeline, the 10-second compound pipeline, 11-magnetic valve, 12-fresh water pipeline, 13-clear water water inlet.
Embodiment
The utility model is described in further detail below in conjunction with drawings and Examples, but not as the foundation of the utility model being done any restriction.
Embodiment.A kind of waste disposal plant, as shown in Figure 1, formation comprises medicine spraying tube road 1, and medicine spraying tube road 1 one ends are connected with coagulating agent pipeline 2 and compound pipeline 3, and coagulating agent pipeline 2 is provided with loading pump 4, and compound pipeline 3 is provided with volume pump 5; 1 the other end bottom, medicine spraying tube road seals and offers spray medicine mouth 6, and spray medicine mouth 6 places in the sewer line 7; Formation comprises that also 8, the second medicine spraying tube roads, the second medicine spraying tube road, 8 one ends are connected with the second coagulating agent pipeline 9 and the second compound pipeline, 10, the second coagulating agent pipelines, 9 the other ends link to each other with loading pump 4, and the second compound pipeline, 10 the other ends link to each other with volume pump 5; 8 the other ends bottom, the second medicine spraying tube road seals and offers spray medicine mouth 6, and spray medicine mouth 6 places in the sewer line 7; All be provided with magnetic valve 11 on coagulating agent pipeline 2, compound pipeline 3, the second coagulating agent pipeline 9 and the second compound pipeline 10; Medicine spraying tube road 1 also is connected with fresh water pipeline 12, and fresh water pipeline 12 the other ends are connected with the second medicine spraying tube road 8, and fresh water pipeline 12 is provided with clear water water inlet 13; The Link Port in fresh water pipeline 12 and medicine spraying tube road 1 is provided with magnetic valve 11, and the Link Port in the fresh water pipeline 12 and the second medicine spraying tube road 8 is provided with magnetic valve 11; The Link Port of coagulating agent pipeline 2 and compound pipeline 3 is 30 centimetres apart from spray medicine mouth 6; The Link Port of the second coagulating agent pipeline 9 and the second compound pipeline 10 is 30 centimetres apart from the spray medicine mouth 6 on the medicine spraying tube road; Coagulating agent can be selected molysite or aluminium salt, and compound can use active silicic acid and rare earth.
Principle of work of the present utility model: magnetic valve on the coagulating agent pipeline is opened, the closed electromagnetic valve on the second coagulating agent pipeline, loading pump with coagulating agent through the coagulating agent pipe-line transportation to the medicine spraying tube road; Magnetic valve on the compound pipeline is opened, the closed electromagnetic valve on the second compound pipeline, how many volume pumps presets the compound input flow rate according to precipitated impurities in the sewage, compound through the compound pipe-line transportation to the medicine spraying tube road; Coagulating agent and compound be thorough mixing and rapid in the reaction of the sewage in spray medicine mouth and the sewer line in the medicine spraying tube road; The magnetic valve in the fresh water pipeline and the second medicine spraying tube road is opened simultaneously, the closed electromagnetic valve in fresh water pipeline and medicine spraying tube road, and the clear water water inlet is delivered to the second medicine spraying tube road with clear water through fresh water pipeline, washes the precipitated impurities of second medicine spraying tube road spray medicine mouth; After magnetic valve arrived default opening time, the magnetic valve on the second coagulating agent pipeline was opened automatically, and the magnetic valve on the coagulating agent pipeline cuts out automatically, the loading pump with coagulating agent through second coagulating agent pipe-line transportation to the second medicine spraying tube road; Magnetic valve on the second compound pipeline is opened automatically, and the magnetic valve on the compound pipeline cuts out automatically, volume pump with compound through second compound pipe-line transportation to the second medicine spraying tube road; Coagulating agent and compound be thorough mixing and rapid in the reaction of the sewage in spray medicine mouth and the sewer line in the second medicine spraying tube road; Magnetic valve on fresh water pipeline and the medicine spraying tube road is opened automatically simultaneously, and the magnetic valve on the fresh water pipeline and the second medicine spraying tube road cuts out automatically, and the clear water water inlet is transported to the medicine spraying tube road with clear water through fresh water pipeline, the precipitated impurities of flushing medicine spraying tube road spray medicine mouth.Work so repeatedly.
Claims (7)
1. waste disposal plant, it is characterized in that: formation comprises medicine spraying tube road (1), medicine spraying tube road (1) one end is connected with coagulating agent pipeline (2) and compound pipeline (3), and coagulating agent pipeline (2) is provided with loading pump (4), and compound pipeline (3) is provided with volume pump (5); The other end bottom, medicine spraying tube road (1) seals and offers spray medicine mouth (6), and spray medicine mouth (6) places in the sewer line (7).
2. waste disposal plant according to claim 1, it is characterized in that: formation also comprises the second medicine spraying tube road (8), the second medicine spraying tube road (8) one ends are connected with the second coagulating agent pipeline (9) and the second compound pipeline (10), second coagulating agent pipeline (9) the other end links to each other with loading pump (4), and second compound pipeline (10) the other end links to each other with volume pump (5); The other end bottom, the second medicine spraying tube road (8) seals and offers spray medicine mouth (6), and spray medicine mouth (6) places in the sewer line (7); All be provided with magnetic valve (11) on coagulating agent pipeline (2), compound pipeline (3), the second coagulating agent pipeline (9) and the second compound pipeline (10).
3. waste disposal plant according to claim 1, it is characterized in that: described medicine spraying tube road (1) also is connected with fresh water pipeline (12), fresh water pipeline (12) the other end is connected with the second medicine spraying tube road (8), and fresh water pipeline (12) is provided with clear water water inlet (13); The Link Port of fresh water pipeline (12) and medicine spraying tube road (1) is provided with magnetic valve (11), and fresh water pipeline (12) is provided with magnetic valve (11) with the Link Port in the second medicine spraying tube road (8).
4. waste disposal plant according to claim 1 is characterized in that: the Link Port of described coagulating agent pipeline (2) and compound pipeline (3) is 5～50 centimetres apart from spray medicine mouth (6).
5. waste disposal plant according to claim 4 is characterized in that: the Link Port of described coagulating agent pipeline (2) and compound pipeline (3) is 10～40 centimetres apart from spray medicine mouth (6).
6. waste disposal plant according to claim 2 is characterized in that: the Link Port of the described second coagulating agent pipeline (9) and the second compound pipeline (10) is 5～50 centimetres apart from the spray medicine mouth (6) on the medicine spraying tube road.
7. waste disposal plant according to claim 6 is characterized in that: the spray medicine mouth (6) on the Link Port distance second medicine spraying tube road of the described second coagulating agent pipeline (9) and the second compound pipeline (10) is 10～40 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203038433U CN201495123U (en) | 2009-05-31 | 2009-05-31 | Sewage treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203038433U CN201495123U (en) | 2009-05-31 | 2009-05-31 | Sewage treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201495123U true CN201495123U (en) | 2010-06-02 |
Family
ID=42438331
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203038433U Expired - Fee Related CN201495123U (en) | 2009-05-31 | 2009-05-31 | Sewage treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201495123U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105984923A (en) * | 2015-02-09 | 2016-10-05 | 王志龙 | Leather sewage processing method |
| CN106512770A (en) * | 2016-08-16 | 2017-03-22 | 深圳前海三思国际环保科技有限公司 | Equipment and treatment system for treating low-concentration waste sewage and application |
| CN108996635A (en) * | 2018-07-26 | 2018-12-14 | 饶景瑞 | A kind of uniform delivery device of coagulant for sewage treatment |
| CN110040826A (en) * | 2019-04-03 | 2019-07-23 | 中国农业科学院棉花研究所 | A kind of sewage treatment chemical spraying device |
-
2009
- 2009-05-31 CN CN2009203038433U patent/CN201495123U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105984923A (en) * | 2015-02-09 | 2016-10-05 | 王志龙 | Leather sewage processing method |
| CN106512770A (en) * | 2016-08-16 | 2017-03-22 | 深圳前海三思国际环保科技有限公司 | Equipment and treatment system for treating low-concentration waste sewage and application |
| CN106512770B (en) * | 2016-08-16 | 2022-10-11 | 深圳前海三思国际环保科技有限公司 | Equipment for treating low-concentration waste, treatment system and application |
| CN108996635A (en) * | 2018-07-26 | 2018-12-14 | 饶景瑞 | A kind of uniform delivery device of coagulant for sewage treatment |
| CN110040826A (en) * | 2019-04-03 | 2019-07-23 | 中国农业科学院棉花研究所 | A kind of sewage treatment chemical spraying device |
| CN110040826B (en) * | 2019-04-03 | 2022-07-15 | 中棉所长江科研中心 | A sewage treatment spraying device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100602 Termination date: 20120531 |