CN206915849U - Small-sized household sewage disposal system - Google Patents

Small-sized household sewage disposal system Download PDF

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Publication number
CN206915849U
CN206915849U CN201720748076.1U CN201720748076U CN206915849U CN 206915849 U CN206915849 U CN 206915849U CN 201720748076 U CN201720748076 U CN 201720748076U CN 206915849 U CN206915849 U CN 206915849U
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chamber
cavity
aerobic
anoxic
inner cylinder
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杨培仁
王宝良
占逵
李柯
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Henan Zeheng Environmental Protection Technology Co Ltd
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Henan Zeheng Environmental Protection Technology Co Ltd
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Abstract

It the utility model is related to a kind of small-sized household sewage disposal system,Including tank body,Dividing plate,Inner cylinder,Sewage pump and aeration pump,Tank body is Polygonal barrel structure,Inner cylinder and dividing plate are provided with it,Interior tube inner chamber is cushion chamber,Tubular grid is provided with inner cylinder,Cavity between inner cylinder and tank body is divided into anaerobic cavity by dividing plate,Anoxic chamber,Aerobic cavity and precipitation chamber,Sewage inlet pipe connects tubular grid and sewage pump,Sewage valve is provided with sewage inlet pipe,Inner cylinder connects anaerobic cavity,Anaerobic cavity connects anoxic chamber,Anoxic chamber connects aerobic cavity,Aerobic cavity connection precipitation chamber,The utility model is the sewage treatment pot for designing a polygon,It is divided into multiple interconnected processing chambers in sewage treatment pot,Sanitary sewage flows between different processing chambers,So as to reach the purpose that purified treatment is carried out to sewage,It is simple in construction,It is easy to use,Cost is low,It is small using stereochemical structure floor space,It is especially suitable for the purified treatment of rural households' sanitary sewage.

Description

Small-sized household sewage disposal system
Technical field
It the utility model is related to technical field of sewage treatment equipment, and in particular to a kind of small-sized household sewage disposal system.
Background technology
Although current China vigorously advocates environment to be improved, the contaminated river course in China and soil are seen everywhere, raw Sewage environmental pollution getting worse living.In urban area, typically there is special sewage treatment plant, urban life is uniformly processed Sewage, still, in the vast rural area in China, sanitary sewage everywhere, at any time, arbitrarily discharges, without targetedly method law Rule go to constrain control.And as the improvement of people's living standards, requirement of the urban residents to living environment also more and more higher, but It is that China rural area is wider, resident living is relatively scattered, is uniformly processed if domestic sewage in rural areas is unified into collection, Then need the laying sewage network of large area, cost is higher, it is difficult to realizes, moreover, existing sewage disposal system is generally by more Individual different processing pond, which is interconnected, to be formed, and floor space is larger, and cost is higher.
Utility model content
In summary, in order to overcome the shortcomings of prior art problem, the utility model provides a kind of small-sized household sewage Processing system, it is the sewage treatment pot for designing a polygon, is divided into multiple interconnected places in sewage treatment pot Chamber is managed, sanitary sewage flows between different processing chambers, so as to reach the purpose that purified treatment is carried out to sewage, structure letter It is single, easy to use, cost is low, small using stereochemical structure floor space, be especially suitable for the purification of rural households' sanitary sewage Processing.
In order to solve the above technical problems, the technical solution adopted in the utility model is:
A kind of small-sized household sewage disposal system, wherein:It is described including tank body, dividing plate, inner cylinder, sewage pump and aeration pump Tank body be Polygonal barrel structure, be provided with inner cylinder and dividing plate in it, interior tube inner chamber is cushion chamber, and tubular is provided with inner cylinder Cavity between inner cylinder and tank body is divided into multiple processing chambers by grid, dividing plate, respectively anaerobic cavity, anoxic chamber, aerobic cavity and Chamber, sewage inlet pipe connection tubular grid and sewage pump are precipitated, sewage valve, described inner cylinder connection anaerobism are provided with sewage inlet pipe Chamber, anaerobic cavity connection anoxic chamber, anoxic chamber connection aerobic cavity, aerobic cavity connection precipitation chamber, described aerobic cavity and anoxic chamber Bottom is provided with aeration tube, is provided with aeration spray head on aeration tube, and the density of setting of the aeration spray head in aerobic cavity is more than anoxic The density of the aeration spray head in bottom of chamber portion, the aeration pump that described aeration tube connection tank body is set outside, described aerobic cavity is interior to be hung Aerobic filler is provided with, described anaerobic cavity and anoxic intracavitary are provided with anaerobism filler, and the top of described precipitation chamber is set There is clean water overflow pipe, the bottom of described cushion chamber is infundibulate, is provided with sewage draining exit and blowoff valve, described anaerobism Chamber, anoxic chamber, aerobic cavity and precipitate the bottom of chamber and connect the bottom of cushion chamber by unloading dirty pipe respectively, described unloads dirty Guan Shangshe It is equipped with and unloads dirty valve.
Further, described anaerobic cavity, anoxic chamber, aerobic cavity and precipitate chamber bottom be provided with it is inclined unload mud plate, Mud plate is unloaded from tank body to inner cylinder diagonally downward.
Further, the top of described inner cylinder is provided with overflow head piece, overflow head piece connection anaerobic cavity and cushion chamber, anaerobism Be provided with middle overfall on dividing plate between chamber and anoxic chamber, middle overfall connection anaerobic cavity and anoxic chamber, anoxic chamber with it is aerobic Underflow head piece, underflow head piece connection anoxic chamber and aerobic cavity are provided with dividing plate between chamber, between aerobic cavity and precipitation chamber Bottom overfall, bottom overfall connection aerobic cavity and precipitation chamber are provided with dividing plate.
Further, described cushion chamber and anaerobic cavity, anaerobic cavity and anoxic chamber, anoxic chamber and aerobic cavity, aerobic cavity are with sinking Shallow lake chamber is connected by overflow pipe respectively.
Further, the cross sectional shape of described tank body is octagon structure, and the cross sectional shape of described inner cylinder is also for just Eight side types, the cavity between described tank body and inner cylinder are divided into two anaerobic cavities, two anoxic chambers, two aerobic cavities by dividing plate And two precipitation chambers, between two anaerobic cavities, between two anoxic chambers, between two aerobic cavities and between two precipitation chambers respectively Connected by the connection overfall being arranged on dividing plate.
Further, neck is provided with the dividing plate of described aerobic cavity both sides, hanger is hooked in neck, is hooked on hanger There is filling ball, aerobic filler is arranged on filling ball.
Further, described aeration pump connects the aeration tube in aerobic cavity by aerobic tracheae, and aeration pump passes through anoxic gas Pipe connects the aeration tube of anoxic intracavitary, is provided with aerobic valve on aerobic tracheae, is provided with anoxic valve on anoxic tracheae, aerobic valve and Anoxic valve is time control valve, and the open frequency of aerobic valve is higher than the open frequency of anoxic valve.
Further, the height of described tank body is higher than the height of dividing plate and inner cylinder, and lid is provided with tank body.
Further, described tank body, inner cylinder and upper lid are stainless steel, and its surface is coated with corrosion-inhibiting coating.
The beneficial effects of the utility model are:
1st, the utility model is the sewage treatment pot for designing a polygon, is divided into sewage treatment pot multiple mutual The processing chamber of connection, sanitary sewage flow between different processing chambers, so as to reach the purpose that purified treatment is carried out to sewage, It is simple in construction, easy to use, cost is low, small using stereochemical structure floor space, be especially suitable for rural households' sanitary sewage Purified treatment.
2nd, tank body and inner cylinder of the present utility model are polygonized structure, by between tank body and inner cylinder in the presence of dividing plate Cavity be divided into multiple processing chambers, polygonized structure is easy to the connection of dividing plate to install, while polygonized structure also makes this practicality New entirety is in alveolate texture, so that the utility model structure is attractive in appearance, space is small, steadiness is good.
3rd, the bottom of cushion chamber of the present utility model is provided with sewage draining exit and blowoff valve, anaerobic cavity, anoxic chamber, aerobic cavity and The bottom for precipitating chamber connects the bottom of cushion chamber by unloading dirty pipe respectively, and anaerobic cavity, anoxic chamber, aerobic cavity and precipitation bottom of chamber portion sink Long-pending sludge flows into the sewage draining exit of cushion chamber bottom by unloading dirty pipe, unified to be discharged from sewage draining exit, facilitates the discharge of sludge, together When, the cleaning to each processing chamber of the present utility model after sewage disposal is also convenient for, meanwhile, it is anaerobic cavity, anoxic chamber, aerobic The setting for unloading mud plate being obliquely installed in chamber and precipitation bottom of chamber portion more facilitates sludge to facilitate sludge to cushion chamber flows Clear up blowdown work.
4th, the utility model only sets aeration tube in the bottom of anoxic chamber and aerobic cavity, passes through the density of setting of aeration spray head Difference, make enter aerobic cavity in air capacity it is different from the air capacity of anoxic intracavitary, so as to reach the purpose being rationally aerated.
5th, aeration pump of the present utility model connects the aeration tube in aerobic cavity by aerobic tracheae, and aeration pump passes through anoxic gas Pipe connects the aeration tube of anoxic intracavitary, is provided with aerobic valve on aerobic tracheae, is provided with anoxic valve on anoxic tracheae, aerobic valve and Anoxic valve is time control valve, and the open frequency of aerobic valve is higher than the open frequency of anoxic valve, passage time control valve The aeration frequencies in aerobic cavity and anaerobic cavity are controlled, so as to realize that accurate control respectively enters aerobic cavity and the oxygen of anoxic intracavitary The difference of amount.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the present utility model;
Fig. 2 is Fig. 1 of the present utility model A-A schematic cross-sectional views;
Fig. 3 is Fig. 1 of the present utility model B-B schematic cross-sectional views;
Fig. 4 is Fig. 1 of the present utility model C-C schematic cross-sectional views;
Fig. 5 is Fig. 1 of the present utility model D-D schematic cross-sectional views;
Fig. 6 is another structural representation of the present utility model.
Tank body 1, dividing plate 2, inner cylinder 3, sewage pump 4, aeration pump 5, tubular grid 6, cushion chamber 7, anaerobic cavity 8, anoxic chamber 9, Aerobic cavity 10, precipitation chamber 11, sewage inlet pipe 12, sewage valve 13, aeration tube 14, aeration spray head 15, aerobic filler 16, anaerobism filler 17th, clean water overflow pipe 18, sewage draining exit 19, blowoff valve 20, unload dirty pipe 21, unload dirty valve 22, unload mud plate 23, overflow head piece 24, in overflow It is head piece 25, underflow head piece 26, bottom overfall 27, overflow pipe 28, connection overfall 29, neck 30, hanger 31, filling ball 32, good Oxygen hose 33, aerobic valve 34, anoxic tracheae 35, anoxic valve 36, upper lid 37.
Embodiment
Below in conjunction with the accompanying drawings and embodiment the utility model is described in further detail.
Embodiment one
As shown in Figure 1, Figure 2, shown in Fig. 3, Fig. 4, Fig. 5, a kind of small-sized household sewage disposal system, including it is tank body 1, dividing plate 2, interior Cylinder 3, sewage pump 4 and aeration pump 5, described tank body 1 are the tube structure that cross sectional shape is octagon, are provided with inner cylinder in it 3 and dividing plate 2, the cross sectional shape of described inner cylinder 3 is also positive eight side type, and described tank body 1, inner cylinder 3 and upper lid 37 are stainless Steel material, its surface are coated with corrosion-inhibiting coating, tubular grid 6 are provided with inner cylinder 3, dividing plate 2 is by between inner cylinder 3 and tank body 1 Cavity is divided into multiple processing chambers, and respectively anaerobic cavity 8, anoxic chamber 9, aerobic cavity 10 and precipitation chamber 11, the height of tank body 1 is higher than The height of dividing plate 2 and inner cylinder 3, lid 37 is provided with tank body 1, and sewage inlet pipe 12 connects tubular grid 6 and sewage pump 4, sewage Sewage valve 13, described inner cylinder 3 connection anaerobic cavity 8 are provided with inlet pipe 12, anaerobic cavity 8 connects anoxic chamber 9, and anoxic chamber 9 connects The bottom of aerobic cavity 10, the connection precipitation chamber 11 of aerobic cavity 10, described aerobic cavity 10 and anoxic chamber 9 is provided with aeration tube 14, exposes It is provided with aeration spray head 15 on tracheae 14, the density of setting of the aeration spray head 15 in aerobic cavity 10 is more than the exposure of the bottom of anoxic chamber 9 The density of gas blowout head 15, described aeration tube 14 connection tank body 1 outside set aeration pump 5, the described both sides of aerobic cavity 10 every Neck 30 is provided with plate 2, hanger 31 is hooked in neck 30, and filling ball 32 is hooked with hanger 31, and aerobic filler 16 is set On filling ball 32, anaerobism filler 17, the top of described precipitation chamber 11 are provided with described anaerobic cavity 8 and anoxic chamber 9 Clean water overflow pipe 18 is provided with, the bottom of described cushion chamber 7 is infundibulate, is provided with sewage draining exit 19 and blowoff valve 20, Described anaerobic cavity 8, anoxic chamber 9, aerobic cavity 10 and precipitate the bottom of chamber 11 and connect the bottom of cushion chamber 7 by unloading dirty pipe 21 respectively Portion, described unloading is provided with dirty pipe 21 unloads dirty valve 22, described anaerobic cavity 8, anoxic chamber 9, aerobic cavity 10 and precipitation chamber 11 Bottom be provided with it is inclined unload mud plate 23, unload mud plate 23 from tank body 1 to inner cylinder 3 diagonally downward.
The top of inner cylinder 3 is provided with overflow head piece 24, and overflow head piece 24 connects anaerobic cavity 8 and cushion chamber 7, anaerobic cavity 8 with Be provided with middle overfall 25 on dividing plate 2 between anoxic chamber 9, middle overfall 25 connects anaerobic cavity 8 and anoxic chamber 9, anoxic chamber 9 with Underflow head piece 26 is provided with dividing plate 2 between aerobic cavity 10, underflow head piece 26 connects anoxic chamber 9 and aerobic cavity 10, aerobic cavity Bottom overfall 27 is provided with dividing plate 2 between 10 and precipitation chamber 11, bottom overfall 27 connects aerobic cavity 10 and precipitation chamber 11, on The height of overfall 24 is higher than height of the height higher than bottom overfall 27 of underflow head piece 26 higher than the height of middle overfall 25, leads to The difference of height is crossed, prevents counter-current of sewage.
In use, sewage pump 4 conveys the sanitary sewage of collection into the tubular grid 6 in inner cylinder 3 by sewage inlet pipe 12 Interior, under the barrier effect of grid 6, the dirt of the larger particles in sewage is blocked in tubular grid 6, through tubular grid 6 On hole enter the inner chamber of inner cylinder 3, i.e., in cushion chamber 7, sewage buffer-precipitation in cushion chamber 7, the sewage highly in cushion chamber 7 When reaching overflow 24 position of head piece, sewage is flowed into anaerobic cavity 8 from overflow head piece 24, and anaerobic reaction is carried out in anaerobic cavity 8, right Organic matter in sewage carries out anaerobic digestion, eliminates the organic matter in sewage, and the anhydrous therefrom overfall 25 after anaerobic reaction flows Enter anoxic chamber 9, it is anhydrous from underflow head piece 26 into aerobic cavity 10 after the interior progress hypoxia response of anoxic chamber 9, hypoxia response, it is dirty Sewage of the water after the interior progress aerobic reaction of aerobic cavity 10, Aerobic Process for Treatment enters precipitation chamber 11 through bottom overfall 27, in precipitation chamber Precipitated in 11, precipitate upper strata clear water in chamber 11 and flowed out from clean water overflow pipe 18, open blowoff valve 20 and unload dirty valve 22, anaerobism Chamber 8, anoxic chamber 9, aerobic cavity 10 and precipitate the sludge of the bottom deposit of chamber 11 along it is inclined unload mud plate 23 and unload dirty pipe 21 flow into it is slow Rush the blowdown of sewage draining exit 19 of the bottom of chamber 7 setting.
Aeration pump 5 of the present utility model conveys air into aerobic cavity 10 and anoxic chamber 9, and air is from the exposure on aeration tube 14 Gas blowout head 15 sprays, and the little air that anoxic chamber 9 needs, the air that aerobic cavity 10 needs is more, therefore, the aeration of the bottom of aerobic cavity 10 The density of aeration spray head 15 on pipe 14 is big, and the density of the aeration spray head 15 on the aeration tube 14 of the bottom of anoxic chamber 9 is small, passes through exposure The difference of the density of setting of gas blowout head 15 realizes different aeration needs.
Embodiment two
As shown in fig. 6, repeating embodiment one, there is following difference:Described cushion chamber 7 and anaerobic cavity 8, anaerobic cavity 8 with Anoxic chamber 9, anoxic chamber 9 are connected by overflow pipe 28 respectively with aerobic cavity 10, aerobic cavity 10 with precipitation chamber 11.Described tank body 1 Cavity between inner cylinder 3 is divided into two 9, two, anoxic chamber aerobic cavities 10 of anaerobic cavity 8, two and two precipitations by dividing plate 2 Chamber 11, lead to respectively between two anaerobic cavities 8, between two anoxic chambers 9, between two aerobic cavities 10 and between two precipitation chambers 11 The connection overfall 29 being arranged on dividing plate 2 is crossed to connect.Aeration pump 5 connects the aeration tube in aerobic cavity 10 by aerobic tracheae 33 14, aeration pump 5 connects the aeration tube 14 in anoxic chamber 9 by anoxic tracheae 35, and aerobic valve 34 is provided with aerobic tracheae 33, lacks Anoxic valve 36 is provided with oxygen hose 35, aerobic valve 34 and anoxic valve 36 are time control valve, the unlatching frequency of aerobic valve 34 Rate is higher than the open frequency of anoxic valve 36, and by controlling the open frequency of aerobic valve 34 and anoxic valve 36, realization is passed through aerobic cavity 10 and the air in anoxic chamber 9 amount difference.
Cavity in the present embodiment between tank body 1 and inner cylinder 3 by dividing plate 2 be divided into two anaerobic cavities, 8, two anoxic chambers 9, Two aerobic cavities 10 and two precipitation chambers 11, into the sewage in tank body 1 by Anaerobic Treatment, twice anoxic treatment, two twice Secondary Aerobic Process for Treatment and twice precipitation process, so that sewage disposal is more thorough, high treating effect.Cushion chamber 7 in the present embodiment Pass through overflow pipe respectively with anaerobic cavity 8, anaerobic cavity 8 and anoxic chamber 9, anoxic chamber 9 and aerobic cavity 10, aerobic cavity 10 and precipitation chamber 11 28 connections, overflow pipe 28 can be passed directly into each bottom of chamber portion, and because effluent flow rate is slower, being passed directly into bottom of chamber, not interfere with upper strata clear Water.
It is noted that above-described embodiment is to the illustrative and not limiting of technical solutions of the utility model, affiliated technology neck The equivalent substitution of domain those of ordinary skill or the other modifications made according to prior art, as long as not exceeding the utility model skill The thinking and scope of art scheme, it should be included within the interest field required by the utility model.

Claims (9)

  1. A kind of 1. small-sized household sewage disposal system, it is characterised in that:Including tank body(1), dividing plate(2), inner cylinder(3), sewage pump (4)And aeration pump(5), described tank body(1)Inner cylinder is provided with for Polygonal barrel structure, in it(3)And dividing plate(2), inner cylinder (3)Inner chamber is cushion chamber(7), inner cylinder(3)Inside it is provided with tubular grid(6), dividing plate(2)By inner cylinder(3)With tank body(1)Between Cavity is divided into multiple processing chambers, respectively anaerobic cavity(8), anoxic chamber(9), aerobic cavity(10)And precipitation chamber(11), sewage enters Pipe(12)Connect tubular grid(6)And sewage pump(4), sewage inlet pipe(12)On be provided with sewage valve(13), described inner cylinder(3) Connect anaerobic cavity(8), anaerobic cavity(8)Connect anoxic chamber(9), anoxic chamber(9)Connect aerobic cavity(10), aerobic cavity(10)Connection is heavy Shallow lake chamber(11), described aerobic cavity(10)And anoxic chamber(9)Bottom be provided with aeration tube(14), aeration tube(14)On be provided with Aeration spray head(15), aerobic cavity(10)Interior aeration spray head(15)Density of setting be more than anoxic chamber(9)The aeration spray head of bottom (15)Density, described aeration tube(14)Connect tank body(1)The aeration pump of outer setting(5), described aerobic cavity(10)It is interior outstanding Hang and be equipped with aerobic filler(16), described anaerobic cavity(8)And anoxic chamber(9)Inside it is provided with anaerobism filler(17), it is described Precipitate chamber(11)Top be provided with clean water overflow pipe(18), described cushion chamber(7)Bottom be infundibulate, be provided with Sewage draining exit(19)And blowoff valve(20), described anaerobic cavity(8), anoxic chamber(9), aerobic cavity(10)And precipitation chamber(11)Bottom Respectively by unloading dirty pipe(21)Connect cushion chamber(7)Bottom, described unloads dirty pipe(21)On be provided with and unload dirty valve(22).
  2. 2. small-sized household sewage disposal system according to claim 1, it is characterised in that:Described anaerobic cavity(8), anoxic Chamber(9), aerobic cavity(10)And precipitation chamber(11)Bottom be provided with and inclined unload mud plate(23), unload mud plate(23)By tank body (1)To inner cylinder(3)Diagonally downward.
  3. 3. small-sized household sewage disposal system according to claim 2, it is characterised in that:Described inner cylinder(3)Top It is provided with overflow head piece(24), overflow head piece(24)Connect anaerobic cavity(8)With cushion chamber(7), anaerobic cavity(8)With anoxic chamber(9) Between dividing plate(2)On be provided with middle overfall(25), middle overfall(25)Connect anaerobic cavity(8)With anoxic chamber(9), anoxic chamber (9)With aerobic cavity(10)Between dividing plate(2)On be provided with underflow head piece(26), underflow head piece(26)Connect anoxic chamber(9)With Aerobic cavity(10), aerobic cavity(10)With precipitating chamber(11)Between dividing plate(2)On be provided with bottom overfall(27), bottom overfall (27)Connect aerobic cavity(10)With precipitating chamber(11).
  4. 4. small-sized household sewage disposal system according to claim 2, it is characterised in that:Described cushion chamber(7)With detesting Oxygen chamber(8), anaerobic cavity(8)With anoxic chamber(9), anoxic chamber(9)With aerobic cavity(10), aerobic cavity(10)With precipitating chamber(11)Respectively Pass through overflow pipe(28)Connection.
  5. 5. small-sized household sewage disposal system according to claim 1, it is characterised in that:Described tank body(1)Section It is shaped as octagon structure, described inner cylinder(3)Cross sectional shape be also positive eight side type, described tank body(1)With inner cylinder(3) Between cavity by dividing plate(2)It is divided into two anaerobic cavities(8), two anoxic chambers(9), two aerobic cavities(10)And two precipitations Chamber(11), two anaerobic cavities(8)Between, two anoxic chambers(9)Between, two aerobic cavities(10)Between and two precipitation chambers(11) Between respectively by being arranged on dividing plate(2)On connection overfall(29)Connection.
  6. 6. small-sized household sewage disposal system according to claim 1, it is characterised in that:Described aerobic cavity(10)Both sides Dividing plate(2)On be provided with neck(30), hanger(31)It is hooked on neck(30)It is interior, hanger(31)On be hooked with filling ball (32), aerobic filler(16)It is arranged on filling ball(32)On.
  7. 7. small-sized household sewage disposal system according to claim 1, it is characterised in that:Described aeration pump(5)Pass through Aerobic tracheae(33)Connect aerobic cavity(10)Interior aeration tube(14), aeration pump(5)Pass through anoxic tracheae(35)Connect anoxic chamber (9)Interior aeration tube(14), aerobic tracheae(33)On be provided with aerobic valve(34), anoxic tracheae(35)On be provided with anoxic valve (36), aerobic valve(34)And anoxic valve(36)It is time control valve, aerobic valve(34)Open frequency be higher than anoxic valve (36)Open frequency.
  8. 8. small-sized household sewage disposal system according to claim 1, it is characterised in that:Described tank body(1)Height Higher than dividing plate(2)And inner cylinder(3)Height, tank body(1)On be provided with lid(37).
  9. 9. small-sized household sewage disposal system according to claim 1, it is characterised in that:Described tank body(1), inner cylinder (3)And upper lid(37)It is stainless steel, its surface is coated with corrosion-inhibiting coating.
CN201720748076.1U 2017-06-26 2017-06-26 Small-sized household sewage disposal system Active CN206915849U (en)

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Application Number Priority Date Filing Date Title
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Application Number Priority Date Filing Date Title
CN201720748076.1U CN206915849U (en) 2017-06-26 2017-06-26 Small-sized household sewage disposal system

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107055788A (en) * 2017-06-26 2017-08-18 河南泽衡环保科技股份有限公司 Small-sized household sewage disposal system
CN112062334A (en) * 2020-09-04 2020-12-11 湖南凯迪工程科技有限公司 Villages and small towns sewage treatment device
CN112553678A (en) * 2020-12-25 2021-03-26 上海万狮环保科技有限公司 Electrochemical electrolysis equipment capable of degrading COD (chemical oxygen demand) and application of electrochemical electrolysis equipment in sewage field

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107055788A (en) * 2017-06-26 2017-08-18 河南泽衡环保科技股份有限公司 Small-sized household sewage disposal system
CN112062334A (en) * 2020-09-04 2020-12-11 湖南凯迪工程科技有限公司 Villages and small towns sewage treatment device
CN112553678A (en) * 2020-12-25 2021-03-26 上海万狮环保科技有限公司 Electrochemical electrolysis equipment capable of degrading COD (chemical oxygen demand) and application of electrochemical electrolysis equipment in sewage field

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