CN204625422U - A kind of Sewage treatment systems - Google Patents
A kind of Sewage treatment systems Download PDFInfo
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- CN204625422U CN204625422U CN201520103172.1U CN201520103172U CN204625422U CN 204625422 U CN204625422 U CN 204625422U CN 201520103172 U CN201520103172 U CN 201520103172U CN 204625422 U CN204625422 U CN 204625422U
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- aerobic pond
- treatment systems
- sewage treatment
- sewage
- pond
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/33—Wastewater or sewage treatment systems using renewable energies using wind energy
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
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- Biological Treatment Of Waste Water (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model discloses a kind of Sewage treatment systems, comprise the bacteria bed and ecological multiple-hearth that are connected by pipeline, bacteria bed is two ends cylinder shape tank bodies spherically, it is separated into sewage lagoon, equalizing tank, anaerobic pond, Aerobic Pond, settling tank and clean water basin successively, wherein, be provided with an air lift for evenly carrying sewage be connected with riser tubing in equalizing tank, air lift provides kinetic energy by air pump, and air pump is connected with solar panel; Establish guide shell in settling tank, guide shell is provided with conduction pipe, the both sides of guide shell and below are distributed with S type filter bed, reflector; The utility model adopts air pump to replace traditional water pump, and adopt solar cell to convert solar energy into electrical energy, make this system can realize low noise sewage disposal when sun power abundance, and by being provided with guide shell, being positioned at the reflector below guide shell and being distributed in the S type filter bed of guide shell both sides, make filtration carry out more abundant.
Description
Technical field
The utility model relates to a kind of small-sized domestic sewage treatment process, is specifically related to a kind of Sewage treatment systems.
Background technology
Sanitary sewage mainly refers to washes, life waste water, sanitary sewage contains large amount of organic, germ, bacterium, if not treated direct discharge, substantial pollution will be produced to environment, and along with the improving constantly of standard of living of people, environmental consciousness progressively promotes, the requirement of people to sanitary sewage disposal is also more and more higher, the major way of current sanitary sewage is anaerobic treatment and the aerobic treatment of steel reinforced concrete pool or carbon steel integration apparatus, have that noise is large, energy consumption be large, the problem of poor processing effect, landscape effect difference, be difficult to apply.
Utility model content
An object of the present utility model to provide a kind of Sewage treatment systems, by being provided with multiple filter cap to replace traditional grid on the first dividing plate, both can realizing the object of filtering, can system bulk have been reduced again, save material, and the advantage will illustrated at least is below provided.
The utility model also has an object to be adopt the little air pump of noise to replace the water pump that traditional noise is large, and adopts solar cell to convert solar energy into electrical energy, and makes this system can realize low noise sewage disposal when sun power abundance.
The utility model also has an object to be by being provided with guide shell, being positioned at the reflector below guide shell and being distributed in the S type filter bed of guide shell both sides, make treatment sewage can through baffle reflection to S type filter bed, treatment sewage through the motion of S type filter bed, makes filtration procedure carry out more abundant from top to bottom.
The technical scheme that the utility model provides is:
A kind of Sewage treatment systems, comprise the bacteria bed and ecological multiple-hearth that are connected by pipeline, described bacteria bed is two ends cylinder shape tank bodies spherically, and it is separated into sewage lagoon, equalizing tank, anaerobic pond, Aerobic Pond, settling tank and clean water basin successively, wherein
Described sewage lagoon, is provided with the first dividing plate between itself and described equalizing tank, described first dividing plate is provided with multiple filter cap;
Described equalizing tank, the second partition that upper end offers the first through hole is provided with between itself and described anaerobic pond, an air lift for evenly carrying sewage be connected with riser tubing is provided with in described equalizing tank, described air lift provides kinetic energy by air pump, described air pump is connected with solar panel, and described riser tubing passes described first through hole and extends certain distance;
Preferably, in described Sewage treatment systems, described anaerobic pond, is provided with the 3rd dividing plate that upper end offers the second through hole between itself and described Aerobic Pond;
Described Aerobic Pond, is provided with the 4th dividing plate that upper end offers third through-hole between itself and described settling tank;
Described settling tank, the 5th dividing plate that upper end offers fourth hole is provided with between itself and described clean water basin, guide shell is established in described settling tank, described guide shell is provided with the conduction pipe through described fourth hole, the both sides of described guide shell are equipped with S type filter bed, and are provided with reflector current being reflexed to S type filter bed in the below of described guide shell.
Preferably, in described Sewage treatment systems, described anaerobic pond comprises successively along water (flow) direction:
First anaerobic pond, is provided with the first storehouse of filling porous rotary spherical floating stuffing in it;
Second anaerobic pond, is provided with the second storehouse of filling combined stuffing in it;
The 6th dividing plate that lower end offers fifth hole is provided with between described first anaerobic pond and described second anaerobic pond.
Preferably, in described Sewage treatment systems, described Aerobic Pond comprises successively:
First Aerobic Pond, is provided with the 3rd storehouse of filling elastic filler in it;
Second Aerobic Pond, is provided with the 4th storehouse of filling stereo hollow filler in it;
The 7th dividing plate that lower end offers the 6th through hole is provided with between described first Aerobic Pond and described second Aerobic Pond.
Preferably, in described Sewage treatment systems, the bottom of described settling tank is provided with sludge lifting pump, and described sludge lifting pump is provided with sludge lifting pipeline, described sludge lifting pipeline is communicated with the top of described equalizing tank, and described sludge lifting pump is connected with described air pump.
Preferably, in described Sewage treatment systems, be provided with reflux pump in described clean water basin, described reflux pump is provided with reflux line, described reflux line is communicated with the top of described first Aerobic Pond, and described reflux pump is connected with described air pump.
Preferably, in described Sewage treatment systems, described ecological multiple-hearth comprises successively along water (flow) direction:
Water distribution area;
Filtrating area, described filtrating area is provided with ecological vegetable and filter packing layer from top to bottom successively; And
Catchment area.
Preferably, in described Sewage treatment systems, also comprise:
Aerating apparatus, it comprises aerated conduit and is arranged on two groups of aeration heads on described aerated conduit, wherein,
Described aerated conduit one end is connected with air pump, the other end is positioned at described first Aerobic Pond and described second Aerobic Pond, and one group of aeration head to be arranged in described first Aerobic Pond and to be positioned at below described 3rd storehouse, another group aeration head to be arranged in described second Aerobic Pond and to be positioned at below described 4th storehouse.
Preferably, in described Sewage treatment systems, described bacteria bed surface offers multiple access hole.
Preferably, in described Sewage treatment systems, described filter packing layer is followed successively by large rock layers, pebbles layer, little rock layers, coarse sands layer and active carbon layer from top to bottom, and the Thickness Ratio of described large rock layers, described pebbles layer, described little rock layers, described coarse sands layer and described active carbon layer is 4
:4
:3
:3
:2, and be respectively equipped with the supporting plate offering multiple through hole between described large rock layers, described pebbles layer, described little rock layers, described coarse sands layer and described active carbon layer.
Compared with prior art, Sewage treatment systems provided by the utility model is provided with multiple filter cap to replace traditional grid on the first dividing plate, both can realize the object of filtering, and can reduce system bulk again, saves material; Adopt the little air pump of noise to replace the water pump that traditional noise is large, and adopt solar cell to convert solar energy into electrical energy, make this system can realize low noise sewage disposal when sun power abundance; By being provided with guide shell, being positioned at the reflector below guide shell and being distributed in the S type filter bed of guide shell both sides, make treatment sewage can through baffle reflection to S type filter bed, treatment sewage through the motion of S type filter bed, makes filtration procedure carry out more abundant from top to bottom.
Part is embodied by explanation below by other advantage of the present utility model, target and feature, part also will by research and practice of the present utility model by those skilled in the art is understood.
Accompanying drawing explanation
Fig. 1 is the structural representation of Sewage treatment systems described in the utility model;
Fig. 2 is the structural representation of the filter packing layer in the filtrating area in Sewage treatment systems described in the utility model.
Embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail, can implements according to this with reference to specification sheets word to make those skilled in the art.
As shown in Figure 1, the utility model provides a kind of Sewage treatment systems, comprise the bacteria bed 1 and ecological multiple-hearth 2 that are connected by pipeline, described bacteria bed one end is connected with inlet channel, and described bacteria bed 1 is two ends cylinder shape tank bodies spherically, and it is separated into sewage lagoon 3, equalizing tank 4, anaerobic pond, Aerobic Pond, settling tank 5 and clean water basin 6 successively, different treating ponds can be utilized progressively to process to treatment sewage, thus raising wastewater treatment efficiency, wherein
Described sewage lagoon 3, the first dividing plate 11 is provided with between itself and described equalizing tank 4, described first dividing plate is provided with multiple filter cap 1101, this is in the first dividing plate 11 and is provided with multiple filter cap 1101 to replace traditional grid, both the object of filtering can have been realized, the volume of equipment can be reduced again, reduce floor space, save material;
Described equalizing tank 4, the second partition 12 that upper end offers the first through hole is provided with between itself and described anaerobic pond, sewage thus the first through hole flows to anaerobic pond from equalizing tank, an air lift 401 for evenly carrying sewage be connected with riser tubing is provided with in described equalizing tank, described air lift 401 provides kinetic energy by air pump 402, described air pump 402 is connected with solar panel 403, described riser tubing passes described first through hole and extends certain distance, the little air pump of noise is adopted to replace the water pump that traditional noise is large herein, and adopt solar cell to convert solar energy into electrical energy, make this system can realize low noise sewage disposal when sun power abundance,
In described Sewage treatment systems, described anaerobic pond, be provided with the 3rd dividing plate 13 that upper end offers the second through hole between itself and described Aerobic Pond, sewage thus the second through hole flows to Aerobic Pond from anaerobic pond;
Described Aerobic Pond, be provided with the 4th dividing plate 14 that upper end offers third through-hole between itself and described settling tank 3, sewage thus third through-hole flows to settling tank from Aerobic Pond;
Described settling tank 5, the 5th dividing plate 15 that upper end offers fourth hole is provided with between itself and described clean water basin 6, sewage thus fourth hole flows to settling tank from Aerobic Pond, guide shell 501 is established in described settling tank 5, described guide shell 501 is provided with the conduction pipe through described fourth hole, the both sides of described guide shell 501 are equipped with S type filter bed 502, and are provided with the reflector 503 current being reflexed to S type filter bed 502 in the below of described guide shell 501.
In described Sewage treatment systems, described anaerobic pond comprises successively along water (flow) direction:
First anaerobic pond 701, is provided with the first storehouse 7011 of filling porous rotary spherical floating stuffing in it;
Second anaerobic pond 702, is provided with the second storehouse 7021 of filling combined stuffing in it;
Be provided with the 6th dividing plate 16 that lower end offers fifth hole between described first anaerobic pond 701 and described second anaerobic pond 702, sewage thus fourth hole flows to the second anaerobic pond from the first anaerobic pond.
In described Sewage treatment systems, described Aerobic Pond comprises successively:
First Aerobic Pond 801, is provided with the 3rd storehouse 8011 of filling elastic filler in it;
Second Aerobic Pond 802, is provided with the 4th storehouse 8021 of filling stereo hollow filler in it;
The 7th dividing plate 17 that lower end offers the 6th through hole is provided with between described first Aerobic Pond 801 and described second Aerobic Pond 802.
First storehouse 7021, storehouse 7011, second, the 3rd storehouse 8011 and the 4th storehouse 8021 adopt different fillers herein, and combinationally using of multiple filler, the advantage of several filler can be gathered, avoid the shortcoming of single filler, better growing environment can be provided for microorganism, be beneficial to the degraded of pollutent.
In described Sewage treatment systems, the bottom of described settling tank 5 is provided with sludge lifting pump 501, described sludge lifting pump 501 is connected with described air pump 402, described sludge lifting pump 501 is provided with sludge lifting pipeline, described sludge lifting pipeline is communicated with the top of described equalizing tank 4, so just the sludge lifting bottom settling tank 5 can be transported to equalizing tank 4, carry out further filtration treatment, so just can prevent it from flowing into environment and environment is impacted.
In described Sewage treatment systems, reflux pump 601 is provided with in described clean water basin 6, described reflux pump 601 is provided with reflux line, described reflux line is communicated with the top of described first Aerobic Pond 801, described reflux pump 601 is connected with described air pump 402, so just sewage backflow to the first Aerobic Pond 801 can be carried out denitrogenation processing.
In described Sewage treatment systems, described ecological multiple-hearth 2 comprises successively along water (flow) direction:
Water distribution area 201;
Filtrating area, described filtrating area is provided with ecological vegetable 202 and filter packing layer 203 from top to bottom successively; And
Catchment area 204, it is connected with an outlet conduit.
Ecological multiple-hearth rationally plants artificial swamp crop, can not only beautify view, more can water quality treatment further.
In described Sewage treatment systems, also comprise:
Aerating apparatus, it comprises aerated conduit and is arranged on two groups of aeration heads 901 on described aerated conduit, wherein,
Described aerated conduit one end is connected with air pump 402, the other end is positioned at described first Aerobic Pond 801 and described second Aerobic Pond 802, and one group of aeration head to be arranged in described first Aerobic Pond 801 and to be positioned at below described 3rd storehouse 8011, another group aeration head to be arranged in described second Aerobic Pond 802 and to be positioned at below described 4th storehouse 8021, like this can better for Aerobic Pond provides oxygen.
In described Sewage treatment systems, described bacteria bed 1 surface offers multiple access hole 101.
In described Sewage treatment systems, described filter packing layer 203 is followed successively by large rock layers 2031, pebbles layer 2032, little rock layers 2033, coarse sands layer 2034 and active carbon layer 2035 from top to bottom, and the Thickness Ratio of described large rock layers 2031, described pebbles layer 2032, described little rock layers 2033, described coarse sands layer 2034 and described active carbon layer 2035 is 4
:4
:3
:3
:2, and be respectively equipped with the supporting plate 2036 offering multiple through hole between described large rock layers 2031, described pebbles layer 2032, described little rock layers 2033, described coarse sands layer 2034 and described active carbon layer 2035, so just can carry out further filtration treatment to sewage.
Sanitary sewage enters follow-up equalizing tank after flowing through the impurity such as filter cap removing macrobead thing, the regulating water quality water yield initial breakdown organism, then be promoted to anaerobic pond by air lift, the major microorganisms colony in anaerobic pond is hydrolytic bacteria and acidifying bacterium.Under anoxic or anaerobic condition, complicated organism that is insoluble or indissoluble is hydrolyzed into soluble organic, and is converted into volatile acid further, for follow-up methane phase lays the foundation, is decomposed by pollutent.Filling filler in Aerobic Pond pond, the whole filler of sewage submergence of oxygenation, and flow through filler with certain flow velocity.Filler is covered with microbial film, and sewage extensively contacts with microbial film, on microbial film the metabolic function of microorganism effect under, dirty organic pollutants is removed, and sewage is purified.Through effects such as a row anaerobism, aerobic, precipitations, sewage is purified, after the ecological multiple-hearth of multidimensional, advanced treatment is made again after purification, make water outlet qualified discharge, under the condition of sun power/wind energy abundance, sun power/wind energy, as the aerator energy, is Aerobic Pond oxygen supply aeration, and as the power of siphon-pump.
Sewage enters bacteria bed by pipeline, by the filter cap on dividing plate, remove part suspended substance and rubbish, enter equalizing tank, by lifting gear be hoisted through pipeline enter be provided with porous rotary spherical floating stuffing storehouse the first anaerobic pond inside, the second anaerobic pond being provided with combined stuffing storehouse is entered bottom dividing plate, the first Aerobic Pond being provided with elastic filler storehouse is flowed into from dividing plate top, the second Aerobic Pond being provided with stereo hollow filling container is entered through the bottom of dividing plate, then settling tank is entered by pipeline and center guiding device, precipitating sludge flow to equalizing tank by sludge lifting device and back of pipeline, water body rises through S type filter bed, clean water basin are entered via pipeline, denitrogenation processing is carried out in the front end that mixed solution flow to the second Aerobic Pond via reflux and back of pipeline, final water outlet flows into the water distribution area of multi-stage ecological multiple-hearth front end through pipeline, then collect by entering catchment area after the multi-stage ecological compounded mix of grating and ecological vegetable process, final by pipeline qualified discharge.Power supply is supplied to noiselessness air pump by sun power, is the power resources of all devices.
Novelty:
1, replace external conventional grates, be provided with the dividing plate of filter cap in equalizing tank inside, reduce floor space;
2, cancel the use of traditional water pump, promote, refluxing unit be UPVC material make, without the need to power supply, power resources in noiselessness air pump, exemption from inspection, long service life;
3, power supply is 220V, avoids using traditional 380V power supply, utilizes solar powered, reduces running cost
4, the combinationally using of multiple biologic packing material, can provide better growing environment for microorganism, be beneficial to the degraded of pollutent;
5, biological treatment+ecologic assemblage pattern, gets the length of the two, guarantees that treatment effect is stablized
The utility model technology can process sanitary sewage qualified discharge or the purposes reuse such as greening, agriculture filling, cost is low, utilize landscape planting, be easy to realize, and can under the condition of sun power/wind energy abundance, need not manually, not power consumption when realize sewage disposal, solve the technical barrier rising, can not afford that rural area or small-scale sewage station sewage are built, noise is little, and effluent quality is good.
Although embodiment of the present utility model is open as above, but it is not restricted to listed in specification sheets and embodiment utilization, it can be applied to various applicable field of the present utility model completely, for those skilled in the art, can easily realize other amendment, therefore do not deviating under the universal that claim and equivalency range limit, the utility model is not limited to specific details and illustrates here and the legend described.
Claims (10)
1. a Sewage treatment systems, is comprised the bacteria bed and ecological multiple-hearth that are connected by pipeline, it is characterized in that, described bacteria bed is two ends cylinder shape tank bodies spherically, it is separated into sewage lagoon, equalizing tank, anaerobic pond, Aerobic Pond, settling tank and clean water basin successively, wherein
Described sewage lagoon, is provided with the first dividing plate between itself and described equalizing tank, described first dividing plate is provided with multiple filter cap;
Described equalizing tank, the second partition that upper end offers the first through hole is provided with between itself and described anaerobic pond, an air lift for evenly carrying sewage be connected with riser tubing is provided with in described equalizing tank, described air lift provides kinetic energy by air pump, described air pump is connected with solar panel, and described riser tubing passes described first through hole and extends certain distance.
2. Sewage treatment systems as claimed in claim 1, is characterized in that,
Described anaerobic pond, is provided with the 3rd dividing plate that upper end offers the second through hole between itself and described Aerobic Pond;
Described Aerobic Pond, is provided with the 4th dividing plate that upper end offers third through-hole between itself and described settling tank;
Described settling tank, the 5th dividing plate that upper end offers fourth hole is provided with between itself and described clean water basin, guide shell is established in described settling tank, described guide shell is provided with the conduction pipe through described fourth hole, the both sides of described guide shell are equipped with S type filter bed, and are provided with reflector current being reflexed to S type filter bed in the below of described guide shell.
3. Sewage treatment systems as claimed in claim 2, it is characterized in that, described anaerobic pond comprises successively along water (flow) direction:
First anaerobic pond, is provided with the first storehouse of filling porous rotary spherical floating stuffing in it;
Second anaerobic pond, is provided with the second storehouse of filling combined stuffing in it;
The 6th dividing plate that lower end offers fifth hole is provided with between described first anaerobic pond and described second anaerobic pond.
4. Sewage treatment systems as claimed in claim 3, it is characterized in that, described Aerobic Pond comprises successively:
First Aerobic Pond, is provided with the 3rd storehouse of filling elastic filler in it;
Second Aerobic Pond, is provided with the 4th storehouse of filling stereo hollow filler in it;
The 7th dividing plate that lower end offers the 6th through hole is provided with between described first Aerobic Pond and described second Aerobic Pond.
5. Sewage treatment systems as claimed in claim 4, it is characterized in that, the bottom of described settling tank is provided with sludge lifting pump, and described sludge lifting pump is provided with sludge lifting pipeline, described sludge lifting pipeline is communicated with the top of described equalizing tank, and described sludge lifting pump is connected with described air pump.
6. Sewage treatment systems as claimed in claim 5, it is characterized in that, be provided with reflux pump in described clean water basin, described reflux pump is provided with reflux line, described reflux line is communicated with the top of described first Aerobic Pond, and described reflux pump is connected with described air pump.
7. Sewage treatment systems as claimed in claim 6, it is characterized in that, described ecological multiple-hearth comprises successively along water (flow) direction:
Water distribution area;
Filtrating area, described filtrating area is provided with ecological vegetable and filter packing layer from top to bottom successively; And
Catchment area.
8. Sewage treatment systems as claimed in claim 7, is characterized in that, also comprise:
Aerating apparatus, it comprises aerated conduit and is arranged on two groups of aeration heads on described aerated conduit, wherein,
Described aerated conduit one end is connected with air pump, the other end is positioned at described first Aerobic Pond and described second Aerobic Pond, and one group of aeration head to be arranged in described first Aerobic Pond and to be positioned at below described 3rd storehouse, another group aeration head to be arranged in described second Aerobic Pond and to be positioned at below described 4th storehouse.
9. Sewage treatment systems as claimed in claim 8, it is characterized in that, described bacteria bed surface offers multiple access hole.
10. Sewage treatment systems as claimed in claim 9, it is characterized in that, described filter packing layer is followed successively by large rock layers, pebbles layer, little rock layers, coarse sands layer and active carbon layer from top to bottom, the Thickness Ratio of described large rock layers, described pebbles layer, described little rock layers, described coarse sands layer and described active carbon layer is 4: 4: 3: 3: 2, and is respectively equipped with the supporting plate offering multiple through hole between described large rock layers, described pebbles layer, described little rock layers, described coarse sands layer and described active carbon layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520103172.1U CN204625422U (en) | 2015-02-12 | 2015-02-12 | A kind of Sewage treatment systems |
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|---|---|---|---|
| CN201520103172.1U CN204625422U (en) | 2015-02-12 | 2015-02-12 | A kind of Sewage treatment systems |
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| CN204625422U true CN204625422U (en) | 2015-09-09 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104692590A (en) * | 2015-02-12 | 2015-06-10 | 广西风向标环保科技有限公司 | Sewage treatment system |
| CN105330021A (en) * | 2015-11-24 | 2016-02-17 | 浙江大学宁波理工学院 | Floatable sewage purification device |
| CN108046428A (en) * | 2017-12-14 | 2018-05-18 | 南京霖恒彦水处理技术有限公司 | A kind of country sewage biological treatment system and processing method |
| CN109647051A (en) * | 2019-02-27 | 2019-04-19 | 广东金明环保科技有限公司 | A kind of Domestic sewage collecting device |
| CN109748392A (en) * | 2017-11-02 | 2019-05-14 | 湖南易净环保科技有限公司 | Integrated form sewage treatment pot |
| CN110550828A (en) * | 2019-10-08 | 2019-12-10 | 广西壮族自治区畜牧研究所 | Novel sewage treatment system and treatment method |
-
2015
- 2015-02-12 CN CN201520103172.1U patent/CN204625422U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104692590A (en) * | 2015-02-12 | 2015-06-10 | 广西风向标环保科技有限公司 | Sewage treatment system |
| CN105330021A (en) * | 2015-11-24 | 2016-02-17 | 浙江大学宁波理工学院 | Floatable sewage purification device |
| CN109748392A (en) * | 2017-11-02 | 2019-05-14 | 湖南易净环保科技有限公司 | Integrated form sewage treatment pot |
| CN108046428A (en) * | 2017-12-14 | 2018-05-18 | 南京霖恒彦水处理技术有限公司 | A kind of country sewage biological treatment system and processing method |
| CN109647051A (en) * | 2019-02-27 | 2019-04-19 | 广东金明环保科技有限公司 | A kind of Domestic sewage collecting device |
| CN110550828A (en) * | 2019-10-08 | 2019-12-10 | 广西壮族自治区畜牧研究所 | Novel sewage treatment system and treatment method |
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