CN207330639U - A kind of effluent treatment plant - Google Patents
A kind of effluent treatment plant Download PDFInfo
- Publication number
- CN207330639U CN207330639U CN201721057137.6U CN201721057137U CN207330639U CN 207330639 U CN207330639 U CN 207330639U CN 201721057137 U CN201721057137 U CN 201721057137U CN 207330639 U CN207330639 U CN 207330639U
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- Prior art keywords
- pond
- grid
- adsorption
- coagulation
- treatment plant
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- 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.)
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- 238000001179 sorption measurement Methods 0.000 claims abstract description 38
- 238000005273 aeration Methods 0.000 claims abstract description 30
- 238000001914 filtration Methods 0.000 claims abstract description 28
- 230000015271 coagulation Effects 0.000 claims abstract description 24
- 238000005345 coagulation Methods 0.000 claims abstract description 24
- 230000003647 oxidation Effects 0.000 claims abstract description 21
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 21
- 230000001954 sterilising effect Effects 0.000 claims abstract description 16
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 16
- 238000004062 sedimentation Methods 0.000 claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 12
- 238000005276 aerator Methods 0.000 claims description 19
- 238000004140 cleaning Methods 0.000 claims description 13
- 238000003756 stirring Methods 0.000 claims description 8
- 239000004576 sand Substances 0.000 claims description 7
- 239000000701 coagulant Substances 0.000 claims description 5
- 241000894006 Bacteria Species 0.000 claims description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 3
- 241000233866 Fungi Species 0.000 claims description 3
- 241001465754 Metazoa Species 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 3
- 238000006385 ozonation reaction Methods 0.000 claims description 3
- 239000002351 wastewater Substances 0.000 claims 1
- 239000010865 sewage Substances 0.000 abstract description 36
- 230000003670 easy-to-clean Effects 0.000 abstract description 2
- 238000004065 wastewater treatment Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 7
- 239000005416 organic matter Substances 0.000 description 6
- 230000008569 process Effects 0.000 description 6
- 239000002245 particle Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000003344 environmental pollutant Substances 0.000 description 4
- 229910001385 heavy metal Inorganic materials 0.000 description 4
- 230000002906 microbiologic effect Effects 0.000 description 4
- 231100000719 pollutant Toxicity 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000010336 energy treatment Methods 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000010797 grey water Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
A kind of effluent treatment plant, including grid filtration pond, grid filtration pond upper end is equipped with sewage water inlet pipe, lower end by pipeline successively with aerated grit chamber, primary sedimentation pond, aeration oxidation pool, secondary sedimentation tank, Coagulation and Adsorption pond is connected with sterilization pool, sterilization pool end is connected with clear water outlet pipe, the grid filtration pond includes the guide rail being vertically provided on the inner wall of grid filtration pond, grid base is installed on guide rail, grid base is equipped with grid, grid base is connected by lifting rope with being arranged on the driving motor of grid filtration pond upper end, it is more thorough with sewage disposal, sewage disposal device is easy to clean and the advantages that wastewater treatment efficiency is more preferable.
Description
Technical field：
It the utility model is related to technical field of sewage, and in particular to a kind of effluent treatment plant.
Background technology：
Either daily life or industrial production all produce substantial amounts of sewage, and sewage is directly discharged to underground or river
In can cause secondary pollution, therefore sewage disposal is widely used in every field, and the effect of sewage disposal directly affects environment
Quality, there are many harmful substances in sewage, not only serious polluted source, but also also had an impact to soil, at present, is commonly used
Sewage filtration equipment filtering function it is single, since there are sludge and impurity energy treatment effect after sewage disposal device long-time service
Reduce.
Utility model content：
The purpose of this utility model is exactly in order to make up for the deficiencies of the prior art, there is provided a kind of effluent treatment plant, it
Have the advantages that sewage disposal is more thorough, sewage disposal device is easy to clean and wastewater treatment efficiency is more preferable, solve existing
Problem present in technology.
The utility model is that technical solution is used by solving above-mentioned technical problem：
A kind of effluent treatment plant, including grid filtration pond, grid filtration pond upper end are equipped with sewage water inlet pipe, and lower end passes through
Pipeline is connected with aerated grit chamber, primary sedimentation pond, aeration oxidation pool, secondary sedimentation tank, Coagulation and Adsorption pond and sterilization pool successively,
Sterilization pool end is connected with clear water outlet pipe, and the grid filtration pond includes being vertically provided at leading on the inner wall of grid filtration pond
Rail, grid base is provided with guide rail, and grid base is equipped with grid, and grid base is by lifting rope and being arranged on grid mistake
The driving motor connection of filter tank upper end.
The aerated grit chamber includes cuboid pond, and the side in cuboid pond is equipped with aerator, the aeration dress
The air-floating apparatus including being arranged on above cuboid pond is put, air-floating apparatus is by air hose and is located under cuboid pool inner wall
The aerator connection of side, the position that cuboid basin bottom corresponds to aerator is equipped with sand catcher.
The aeration oxidation pool includes the micropopulation being arranged in aeration oxidation pool, and aeration oxidation pool upper end, which is equipped with, to expose
Enraged wind turbine, aeration blower are connected by appendix with aerator, and aerator is with being arranged on some of aeration oxidation pool bottom
Aeration head connects.
The micropopulation includes bacterium, fungi, protozoan and metazoa.
The Coagulation and Adsorption pond includes the coagulant being arranged in Coagulation and Adsorption pond, and Coagulation and Adsorption pond is equipped with hydraulic lifting
Platform, hydraulic elevator platform are equipped with stirring motor, and stirring motor is connected with agitating shaft, and agitating shaft is equipped with agitator arm, and coagulation is inhaled
Attached pond upper end both sides are equipped with track, and U-shaped seat is connected with track, and U-shaped seat bottom is equipped with cleaning net, and U-shaped seat passes through rack-and-pinion
Transmission is connected with cleaning driving motor, and Coagulation and Adsorption pond upper end is equipped with adsorption layer.
The adsorption layer is active carbon adsorption layer.
The sterilization pool is ozonization pond.
The utility model using the above scheme, for technical problem existing for existing sewage disposal, devises a kind of sewage
Purifier, by designing grid filtration pond, aerated grit chamber and sedimentation basin, realizes the pretreatment to sewage, main to eliminate greatly
Particulate pollutant and small particles of pollution thing, mitigate the load of subsequent treatment process and improve treatment effect, oxygen is aerated by designing
Change pond, under conditions of abundant oxygen supply, using the vital movement process of aerobic microbiological, by organic pollution oxygenolysis into steady
Fixed inorganic matter, further carries out sewage purification, can be quickly by molecule and colloidal substance by designing Coagulation and Adsorption pond
It is de- steady and be condensed into larger particles flco, cleared up by cleaning plant, adsorption layer can adsorb organic matter and heavy metal from
Son etc., makes sewage further purify, and by designing sterilization pool, can effectively sterilize, reach discharge standard.
Brief description of the drawings：
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the sectional view along A-A in Fig. 1；
Wherein, 1, grid filtration pond, 101, guide rail, 102, grid base, 103, grid, 104, lifting rope, 105, drive
Dynamic motor, 2, sewage water inlet pipe, 3, pipeline, 4, aerated grit chamber, 401, cuboid pond, 402, air-floating apparatus, 403, air
Pipe, 404, aerator, 405, sand catcher, 5, primary sedimentation pond, 6, aeration oxidation pool, 601, micropopulation, 602, aeration drum
Wind turbine, 603, appendix, 604, aerator, 605, aeration head, 7, secondary sedimentation tank, 8, Coagulation and Adsorption pond, 801, coagulant,
802nd, hydraulic elevator platform, 803, stirring motor, 804, agitating shaft, 805, agitator arm, 806, track, 807, U-shaped seat, 808, clear
Manage net, 809, cleaning driving motor, 810, adsorption layer, 9, sterilization pool, 10, clear water outlet pipe.
Embodiment：
The utility model is described further with embodiment below in conjunction with the accompanying drawings：
As shown in Figs. 1-2, a kind of effluent treatment plant, including grid filtration pond 1,1 upper end of grid filtration pond are equipped with sewage
Water inlet pipe 2, lower end by pipeline 3 successively with aerated grit chamber 4, primary sedimentation pond 5, aeration oxidation pool 6, secondary sedimentation tank 7, mixed
Solidifying adsorption tank 8 and sterilization pool 9 connect, and 9 end of sterilization pool is connected with clear water outlet pipe 10, and grid filtration pond 1 includes vertically arranged
Guide rail 101 on 1 inner wall of grid filtration pond, is provided with grid base 102 on guide rail 101, grid base 102 is equipped with grid
103,103 base of grid is connected by lifting rope 104 with being arranged on the driving motor 105 of 1 upper end of grid filtration pond, by setting
Grid filtration pond 1, aerated grit chamber 4 and sedimentation basin are counted, realizes the pretreatment to sewage, the main bulky grain pollutant and small of eliminating
Particulate pollutant, mitigates the load of subsequent treatment process and improves treatment effect, by designing aeration oxidation pool 6, fully supplying
Under conditions of oxygen, using the vital movement process of aerobic microbiological, by organic pollution oxygenolysis into stable inorganic matter, into
One step carries out sewage purification, by designing Coagulation and Adsorption pond 8, quickly can take off steady by molecule and colloidal substance and be condensed into
Larger particles flco, is cleared up by cleaning plant, and adsorption layer 810 can adsorb organic matter and heavy metal ion etc., make dirt
Water further purifies, and by designing sterilization pool 9, can effectively sterilize, reach discharge standard.
Aerated grit chamber 4 includes cuboid pond 401, and the side in cuboid pond 401 is equipped with aerator, aerator
Air-floating apparatus 402 including being arranged on the top of cuboid pond 401, air-floating apparatus 402 is by air hose 403 and is located at cuboid
Aerator 404 below 401 inner wall of pond connects, and the position that 401 bottom of cuboid pond corresponds to aerator 404 is equipped with sand catcher
405, move sullage rotational flow by designing aerated grit chamber 4, flow velocity is gradually reduced from periphery to center, collection of the sand grains in bottom of pond
It is separated from water in sand launder 405, organic matter in the sewage and sludge to get off is washed away from sand grains is in still suspended state, with current
Into in subsequent processing device.
Aeration oxidation pool 6 includes the micropopulation 601 being arranged in aeration oxidation pool 6, and 6 upper end of aeration oxidation pool is equipped with
Aeration blower 602, aeration blower 602 are connected by appendix 603 with aerator 604, and aerator 604 is with being arranged on aeration
Some aeration heads 605 of 6 bottom of oxidation pond connect, and using the movement of aerobic microbiological, oxygenolysis is carried out to organic pollution
Achieve the purpose that to purify sewage.
Micropopulation 601 includes bacterium, fungi, protozoan and metazoa.
Coagulation and Adsorption pond 8 includes the coagulant 801 being arranged in Coagulation and Adsorption pond 8, and Coagulation and Adsorption pond 8 is equipped with hydraulic pressure liter
Platform 802 drops, and hydraulic elevator platform 802 is equipped with stirring motor 803, and stirring motor 803 is connected with agitating shaft 804, on agitating shaft 804
Equipped with agitator arm 805,8 upper end both sides of Coagulation and Adsorption pond are equipped with track 806, and U-shaped seat 807, U-shaped seat are connected with track 806
807 bottoms are equipped with cleaning net 808, and U-shaped seat 807 is connected by rack pinion with cleaning driving motor 809, Coagulation and Adsorption pond
8 upper ends are equipped with adsorption layer 810, realize quick stirring flocculation, molecule and colloidal substance is taken off steady cohesion, form larger particles
Flco, is cleared up by cleaning plant, and adsorption layer 810 effectively removes organic matter and heavy metal ion in sewage.
Adsorption layer 810 is active carbon adsorption layer.
Sterilization pool 9 is ozonization pond.
The utility model installs and uses process：
Sewage is from the grid 103 in the entrance grid filtration of sewage water inlet pipe 2 pond 1, grid filtration pond 1 to big in sewage
Grain pollutant is collected by filtration, and the sewage after the filtering of grid 103 enters primary sedimentation pond 5, and mainly inorganic sludge is carried out
Precipitation, the sewage after primary deposition enter aeration oxidation pool 6, make full use of aerobic microbiological to carry out organic matter and decompose at oxidation
Reason, the sewage after aerating oxidation is handled enter secondary sedimentation tank 7, mainly carry out precipitation process to organic sludge, through secondary heavy
7 oettIed sewage of shallow lake pond enters Coagulation and Adsorption pond 8, makes molecule and glue under the action of coagulant 801 and agitating device
Body material, which takes off, is surely quickly condensed into larger particles flco, while adsorption layer 810 is to the organic matter in sewage and heavy metal ion etc.
Absorption cleaning is carried out, then rises agitating device, starts cleaning plant, bucket type clears up net 808 to the cohesion in Coagulation and Adsorption pond 8
Flco is collected cleaning, and the sewage behind Coagulation and Adsorption pond 8 enters sterilization pool 9 and last sterilization processing is carried out to sewage,
So as to reach discharge standard.
Above-mentioned embodiment cannot function as the limitation to scope of protection of the utility model, for the skill of the art
For art personnel, any alternate modification or conversion made to the utility model embodiment all fall within the guarantor of the utility model
In the range of shield.
Part is not described in detail for the utility model, is the known technology of those skilled in the art of the present technique.
Claims (7)
- A kind of 1. effluent treatment plant, it is characterised in that：Including grid filtration pond, grid filtration pond upper end is equipped with wastewater influent Pipe, lower end by pipeline successively with aerated grit chamber, primary sedimentation pond, aeration oxidation pool, secondary sedimentation tank, Coagulation and Adsorption pond and Sterilization pool connects, and sterilization pool end is connected with clear water outlet pipe, and the grid filtration pond includes being vertically provided at grid filtration pond Guide rail on inner wall, is provided with grid base on guide rail, grid base is equipped with grid, and grid base is by lifting rope with setting Put the driving motor connection in grid filtration pond upper end.
- A kind of 2. effluent treatment plant according to claim 1, it is characterised in that：The aerated grit chamber includes cuboid Pond, the side in cuboid pond are equipped with aerator, and the aerator includes being arranged on the air supporting above cuboid pond Device, air-floating apparatus are connected by air hose with the aerator being located at below cuboid pool inner wall, cuboid basin bottom pair The position of aerator is answered to be equipped with sand catcher.
- A kind of 3. effluent treatment plant according to claim 1, it is characterised in that：The aeration oxidation pool includes being arranged on Micropopulation in aeration oxidation pool, aeration oxidation pool upper end are equipped with aeration blower, aeration blower by appendix with Aerator connects, and aerator is connected with being arranged on some aeration heads of aeration oxidation pool bottom.
- A kind of 4. effluent treatment plant according to claim 3, it is characterised in that：The micropopulation include bacterium, Fungi, protozoan and metazoa.
- A kind of 5. effluent treatment plant according to claim 1, it is characterised in that：The Coagulation and Adsorption pond includes being arranged on Coagulant in Coagulation and Adsorption pond, Coagulation and Adsorption pond are equipped with hydraulic elevator platform, and hydraulic elevator platform is equipped with stirring motor, stirring Motor is connected with agitating shaft, and agitating shaft is equipped with agitator arm, and Coagulation and Adsorption pond upper end both sides are equipped with track, are connected with track U-shaped seat, U-shaped seat bottom are equipped with cleaning net, and U-shaped seat is connected by rack pinion with cleaning driving motor, Coagulation and Adsorption pond Upper end is equipped with adsorption layer.
- A kind of 6. effluent treatment plant according to claim 5, it is characterised in that：The adsorption layer is active carbon adsorption Layer.
- A kind of 7. effluent treatment plant according to claim 1, it is characterised in that：The sterilization pool is ozonization pond.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721057137.6U CN207330639U (en) | 2017-08-22 | 2017-08-22 | A kind of effluent treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721057137.6U CN207330639U (en) | 2017-08-22 | 2017-08-22 | A kind of effluent treatment plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207330639U true CN207330639U (en) | 2018-05-08 |
Family
ID=62374174
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721057137.6U Expired - Fee Related CN207330639U (en) | 2017-08-22 | 2017-08-22 | A kind of effluent treatment plant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207330639U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108658380A (en) * | 2018-05-31 | 2018-10-16 | 郑州源冉生物技术有限公司 | A kind of microbial technique effluent treatment plant |
| CN109748464A (en) * | 2019-03-07 | 2019-05-14 | 杭州顺隆环保技术服务有限公司 | A kind of production gas-reservoir gas integral Zymolysis Equipment and method for the treatment of city waste water |
| CN109879551A (en) * | 2019-04-09 | 2019-06-14 | 杨蕊 | A kind of effluent treatment plant suitable for food beverage industry |
| CN109970260A (en) * | 2019-04-10 | 2019-07-05 | 王金卿 | A kind of sewage station-service sewage purification treatment equipment |
| CN110818188A (en) * | 2019-11-19 | 2020-02-21 | 重庆尚泽源环保科技有限公司 | Sedimentation tank for sewage treatment with grid of easily unloading |
| CN114933392A (en) * | 2022-05-10 | 2022-08-23 | 浙江蓝亚环保科技有限公司 | Rural domestic sewage treatment equipment |
| CN118270952A (en) * | 2024-05-13 | 2024-07-02 | 江苏源泰恒环境工程有限公司 | Biological filter device and purification method for efficiently purifying sewage |
-
2017
- 2017-08-22 CN CN201721057137.6U patent/CN207330639U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108658380A (en) * | 2018-05-31 | 2018-10-16 | 郑州源冉生物技术有限公司 | A kind of microbial technique effluent treatment plant |
| CN109748464A (en) * | 2019-03-07 | 2019-05-14 | 杭州顺隆环保技术服务有限公司 | A kind of production gas-reservoir gas integral Zymolysis Equipment and method for the treatment of city waste water |
| CN109879551A (en) * | 2019-04-09 | 2019-06-14 | 杨蕊 | A kind of effluent treatment plant suitable for food beverage industry |
| CN109970260A (en) * | 2019-04-10 | 2019-07-05 | 王金卿 | A kind of sewage station-service sewage purification treatment equipment |
| CN110818188A (en) * | 2019-11-19 | 2020-02-21 | 重庆尚泽源环保科技有限公司 | Sedimentation tank for sewage treatment with grid of easily unloading |
| CN114933392A (en) * | 2022-05-10 | 2022-08-23 | 浙江蓝亚环保科技有限公司 | Rural domestic sewage treatment equipment |
| CN114933392B (en) * | 2022-05-10 | 2024-02-20 | 浙江蓝亚环保科技有限公司 | Rural domestic sewage treatment equipment |
| CN118270952A (en) * | 2024-05-13 | 2024-07-02 | 江苏源泰恒环境工程有限公司 | Biological filter device and purification method for efficiently purifying sewage |
| CN118270952B (en) * | 2024-05-13 | 2024-09-20 | 江苏源泰恒环境工程有限公司 | Biological filter device and purification method for efficiently purifying sewage |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A sewage purification device Effective date of registration: 20201019 Granted publication date: 20180508 Pledgee: Qingdao Huitong Chinese financing Company limited by guarantee Pledgor: QINGDAO GAOXIAO INFORMATION INDUSTRY Corp.,Ltd. Registration number: Y2020370010044 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20211112 Granted publication date: 20180508 Pledgee: Qingdao Huitong Chinese financing Company limited by guarantee Pledgor: QINGDAO GAOXIAO INFORMATION INDUSTRY Corp.,Ltd. Registration number: Y2020370010044 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180508 |
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| CF01 | Termination of patent right due to non-payment of annual fee |