CN107117777A - The cellular treatment tank of small modular - Google Patents
The cellular treatment tank of small modular Download PDFInfo
- Publication number
- CN107117777A CN107117777A CN201710493070.9A CN201710493070A CN107117777A CN 107117777 A CN107117777 A CN 107117777A CN 201710493070 A CN201710493070 A CN 201710493070A CN 107117777 A CN107117777 A CN 107117777A
- Authority
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- Prior art keywords
- module
- aerobic
- anaerobism
- sediment
- pretreatment
- Prior art date
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- 230000001413 cellular effect Effects 0.000 title claims abstract description 16
- 239000010865 sewage Substances 0.000 claims abstract description 50
- 239000013049 sediment Substances 0.000 claims abstract description 48
- 238000012545 processing Methods 0.000 claims abstract description 15
- 241001466460 Alveolata Species 0.000 claims abstract description 6
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 6
- 238000005273 aeration Methods 0.000 claims description 40
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 18
- 239000000945 filler Substances 0.000 claims description 8
- 238000001556 precipitation Methods 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 7
- 238000005516 engineering process Methods 0.000 abstract description 4
- 238000013461 design Methods 0.000 abstract description 3
- 239000000203 mixture Substances 0.000 abstract description 2
- 238000006243 chemical reaction Methods 0.000 description 6
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 5
- 229910052760 oxygen Inorganic materials 0.000 description 5
- 239000001301 oxygen Substances 0.000 description 5
- 239000007921 spray Substances 0.000 description 5
- 238000001914 filtration Methods 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 239000005416 organic matter Substances 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 241001148470 aerobic bacillus Species 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 238000004043 dyeing Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003344 environmental pollutant 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
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000000050 nutritive effect Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000007781 pre-processing Methods 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 241001148471 unidentified anaerobic bacterium Species 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 239000003403 water pollutant Substances 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
Abstract
The present invention relates to a kind of cellular treatment tank of small modular, including bottom plate, lower end is fixed on the pretreatment module on bottom plate, anaerobism module, aerobic module and Sediment Module, pretreatment module, anaerobism module, aerobic module and Sediment Module are regular hexagon prefabricated reinforced concrete module, pretreatment module, anaerobism module, aerobic module and Sediment Module composition alveolate texture, pretreatment module and anaerobism module, anaerobism module and aerobic module, aerobic module is connected by overflow pipe respectively with Sediment Module, present invention design one has the cellular treatment tank that multiple regular hexagon processing modules are assemblied to form, each processing module is connected by the overflow pipe with check valve, realize flowing of the sewage between each processing module, reach the purpose to the purified treatment of sewage, built using the method for assembling of prefabricated later stage in advance, the construction period for the treatment of tank can effectively be shortened, simplify building technology, reduce labor intensity, reduce construction cost.
Description
Technical field
The present invention relates to technical field of sewage treatment equipment, and in particular to a kind of cellular sewage disposal of small modular
Pond.
Background technology
Sewage disposal is one of program that current field of industrial production is frequently necessary to, in particular for various weavings, papermaking,
The industries such as printing and dyeing, chemical industry, because wastewater flow rate is big, such as without reliable sewage disposal, then will cause extremely serious to environment
Pollution.For current sewage disposal system, pretreatment system, biochemical treatment system, muddy water filtration system three are mainly included
It is most of；Pretreatment system is mainly made up of grid filtering ponds, regulating reservoir, for filtering out large granular impurity, and makes sewage quality
Keep uniform；Biochemical treatment system is mainly made up of the processing system such as anaerobism, anoxic, aerobic, in the feelings that sewage load is larger
Under condition, generally it is made up of anaerobic pond, anoxic pond, Aerobic Pond, it is necessary to add anaerobic bacteria, aerobic bacteria etc. in biochemical treatment tank,
Them is reacted with the nitrogen and phosphorus element in sewage, remove rich nutritive material；Muddy water filtration system is then main by air supporting system
System, second pond etc. are constituted, and are substantially carried out the physical separation of mud and clear water.It follows that sewage treatment plant is building at present
When, it is necessary to build multiple processing ponds, processing pond is reinforced concrete structure mostly, it is necessary to cast-in-site, quantities is larger, takes a lot of work
Time-consuming, moreover, existing treatment tank is all square pond mostly, multiple square treatment tanks are taken up an area by pipeline communication
Area is larger, low space utilization.
The content of the invention
In summary, in order to overcome the shortcomings of prior art problem, the invention provides a kind of small modular is cellular
Treatment tank, it is that design one has the cellular treatment tank that multiple regular hexagon processing modules are assemblied to form, just
The processing module of hexagon is prefabricated in advance, and each processing module is connected by the overflow pipe with check valve, realizes sewage each
Flowing between individual processing module, reaches the purpose to the purified treatment of sewage, simple in construction, easy to use, using pre- in advance
System, the method for later stage assembling are built, and can effectively be shortened the construction period for the treatment of tank, be simplified building technology, reduce labor
Fatigue resistance, reduces construction cost.
In order to solve the above technical problems, the technical solution adopted by the present invention is：
A kind of cellular treatment tank of small modular, wherein：Including reinforced concrete floor, pretreatment module, anaerobism mould
Block, aerobic module and Sediment Module, pretreatment module lower end, anaerobism module lower end, aerobic module lower end and Sediment Module lower end
It is fixed on bottom plate, pretreatment module is fixed in the middle part of bottom plate, anaerobism module, aerobic module and Sediment Module are evenly distributed on
Around pretreatment module, pretreatment module, anaerobism module, aerobic module and Sediment Module are the precast reinforced coagulation of regular hexagon
Clay model block, pretreatment module, anaerobism module, aerobic module and Sediment Module composition alveolate texture, described pretreatment module
Connected respectively by overflow pipe with Sediment Module with aerobic module, aerobic module with anaerobism module, anaerobism module, described pre- place
Grid cylinder is provided with reason module, the upper end lodge of grid cylinder is on the top of pretreatment module, described sewage water inlet pipe connection
It is provided with grid cylinder and sewage pump, described sewage water inlet pipe in sewage valve, described anaerobism module and is provided with anaerobism filler,
Aerobic filler is provided with described aerobic module, described aerobic module bottom is provided with aeration tube, aeration tube and is provided with
It is provided with aeration spray head, described aeration tube connection aeration pump, described Sediment Module on clean water overflow pipe, described bottom plate
It is provided with the blowdown open-work for corresponding to pretreatment module, anaerobism module, aerobic module and Sediment Module respectively, described blowdown open-work
On be provided with blow-off pipe and blowoff valve.
Technical scheme may also is that realization：It is provided with described bottom plate respectively with pre-processing mould
Under block, anaerobism module, the groove of aerobic module and the corresponding regular hexagon of Sediment Module, pretreatment module lower end, anaerobism module
End, aerobic module lower end and Sediment Module lower end are inserted into regular hexagon groove respectively, and pretreatment module, anaerobism module,
Gap between aerobic module and Sediment Module and regular hexagon groove is sealed by Concrete Filled.
Technical scheme may also is that realization：Two anaerobism modules, two are provided with described bottom plate
Individual aerobic module and two Sediment Modules, two anaerobism module spliceds are connected on two adjacent sides of pretreatment module, and two are detested
Connected between oxygen module by overflow pipe, two aerobic module spliceds are connected on two adjacent sides of pretreatment module, two good
Connected between oxygen module by overflow pipe, two Sediment Module splicings are on two adjacent sides of pretreatment module, and two are sunk
Connected between the module of shallow lake by overflow pipe, pretreatment module, two anaerobism modules, two aerobic modules and two Sediment Module groups
Into alveolate texture.
Technical scheme may also is that realization：Overflow check valve is provided with described overflow pipe.
Technical scheme may also is that realization：Hanger is provided with described aerobic module, it is described
Hanger includes beam and fixed with beam and peg vertically downward, and beam lodge is on the top of aerobic module, described peg
On its short transverse is provided with multiple aerobic filling balls.
Technical scheme may also is that realization：Set on pipeline between described aeration tube and aeration pump
Aeration valve is equipped with, described aeration valve is time control valve.
Beneficial effects of the present invention are：
1st, present invention design one has the cellular treatment tank that multiple regular hexagon processing modules are assemblied to form, positive six side
The processing module of shape is prefabricated in advance, and each processing module is connected by the overflow pipe with check valve, realizes sewage at each
Manage module between flowing, reach the purpose to the purified treatment of sewage, it is simple in construction, easy to use, using in advance it is prefabricated, after
The method of phase assembling is built, and can effectively shorten the construction period for the treatment of tank, simplifies building technology, reduces work strong
Degree, reduces construction cost.
2nd, it is corresponding with pretreatment module, anaerobism module, aerobic module and Sediment Module respectively on bottom plate of the invention
The groove of regular hexagon, facilitates the positioning of modules when mounted, also, the gap between module and groove is mixed by filling
Solidifying soil sealing solidification, so as to prevent leak cross pollution.
3rd, pretreatment module, anaerobism module, aerobic module and Sediment Module of the invention are regular hexagon structure, positive six
Side shape structure, facilitates the assembly between module, the stitching portion of modules is without space waste, and space availability ratio is high.
4th, blowdown open-work, blow-off pipe and blowoff valve are provided with bottom plate of the invention, so that easy cleaning is deposited in each
The sludge and debris of module bottom, while being also convenient for the cleaning present invention.
5th, two anaerobism modules, two aerobic modules and two Sediment Modules are provided with bottom plate of the invention, so that real
Now to sewage Anaerobic Treatment, twice Aerobic Process for Treatment and precipitation process twice twice, make the more thorough of pollutant process in sewage
Bottom.
6th, aeration valve is provided with the pipeline between aeration tube of the invention and aeration pump, described aeration valve is controlled for the time
Valve processed, timing controlled is aerated the keying of valve, so as to realize that timing is aerated, reaches and oxygen in aerobic module is at regular time and quantity supplied
Should.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is Fig. 1 of present invention A-A schematic cross-sectional views；
Fig. 3 is Fig. 1 of present invention B-B schematic cross-sectional views；
Fig. 4 is the structural representation of the bottom plate of the present invention.
Bottom plate 1, pretreatment module 2, anaerobism module 3, aerobic module 4, Sediment Module 5, overflow pipe 6, grid cylinder 7, sewage
Water inlet pipe 8, sewage pump 9, sewage valve 10, anaerobism filler 11, aeration tube 12, aeration spray head 13, aeration pump 14, clean water overflow pipe
15th, blowdown open-work 16, blow-off pipe 17, blowoff valve 18, groove 19, overflow check valve 20, hanger 21, aerobic filling ball 22, aeration
Valve 23.
Embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings.
As shown in Figure 1, Figure 2, Figure 3, Figure 4, the cellular treatment tank of a kind of small modular, including armored concrete bottom
Plate 1, pretreatment module 2, anaerobism module 3, aerobic module 4 and Sediment Module 5, the described cast-in-site of bottom plate 1 or prefabricated, in advance
Processing module 2, anaerobism module 3, aerobic module 4 and Sediment Module 5 are that cross sectional shape is regular hexagon prefabricated reinforced concrete
Respectively corresponding with pretreatment module 2, anaerobism module 3, aerobic module 4 and Sediment Module 5 positive six are provided with module, bottom plate 1
The groove 19 of side shape, the lower end of pretreatment module 2, the lower end of anaerobism module 3, the lower end of aerobic module 4 and the lower end of Sediment Module 5 are inserted respectively
In regular hexagon groove 19, and pretreatment module 2, anaerobism module 3, aerobic module 4 and Sediment Module 5 and regular hexagon ditch
Gap between groove 19 is sealed by Concrete Filled.Two anaerobism modules 3, two aerobic modules 4 and two are provided with bottom plate 1
Individual Sediment Module 5, two anaerobism modules 3 are spliced on two adjacent sides of pretreatment module 2, between two anaerobism modules 3
Connected by overflow pipe 6, two aerobic modules 4 are spliced on two adjacent sides of pretreatment module 2, two aerobic modules 4
Between connected by overflow pipe 6, two Sediment Modules 5 splice on two adjacent sides of pretreatment module 2, two precipitation moulds
Connected between block 5 by overflow pipe 6, pretreatment module 2, two anaerobism modules 3, two aerobic modules 4 and two Sediment Modules 5
Constitute alveolate texture, pretreatment module 2 and anaerobism module 3, anaerobism module 3 and aerobic module 4, aerobic module 4 and precipitation mould
Block 5 is connected by overflow pipe 6 respectively, and overflow check valve 20 is provided with overflow pipe 6, and the setting of overflow check valve 20 prevents sewage
Countercurrently.It is provided with described Sediment Module 5 in clean water overflow pipe 15, pretreatment module 2 and is provided with grid cylinder 7, grid cylinder 7
Upper end lodge is on the top of pretreatment module 2, described the connection grid of sewage water inlet pipe 8 cylinder 7 and sewage pump 9, described sewage
It is provided with water inlet pipe 8 in sewage valve 10, described anaerobism module 3 and is provided with anaerobism filler 11, is set in described aerobic module 4
Be equipped with aerobic filler, aerobic module 4 and be provided with hanger 21, described hanger 21 include beam and fixed with beam and it is vertical to
Under peg, beam lodge is provided with multiple aerobic fillers on the top of aerobic module 4, described peg along its short transverse
Ball 22, the described bottom of aerobic module 4, which is provided with aeration tube 12, aeration tube 12, is provided with aeration spray head 13, described aeration
Pipe 12, which is connected, is provided with aeration valve 23, described aeration valve 23 on aeration pump 14, the pipeline between aeration tube 12 and aeration pump 14
For time control valve, it is provided with described bottom plate 1 and corresponds to pretreatment module 2, anaerobism module 3, aerobic module 4 and heavy respectively
Blow-off pipe 17 and blowoff valve 18 are provided with the blowdown open-work 16 of shallow lake module 5, described blowdown open-work 16.
In use, sewage enters in grid cylinder 7 through sewage pump 9 and sewage water inlet pipe 8, under the barrier effect of grid cylinder 7,
The dirt of larger particles in sewage is blocked in grid cylinder 7, and sewage enters pretreatment module 2 through the hole on grid cylinder 7
Inner chamber, sewage buffer-precipitation in pretreatment module 2, when the sewage highly in pretreatment module 2 reaches pretreatment module 2 with detesting
During the height of the overflow pipe 6 between oxygen module 3, sewage enters in anaerobism module 3 from pretreatment module 2, enters in anaerobism module 3
Row anaerobic reaction, anaerobic digestion is carried out to the organic matter in sewage, eliminates the sewage in the organic matter in sewage, anaerobism module 3
When highly reaching the height of overflow pipe 6 between two anaerobism modules 3, sewage enters another inner chamber of anaerobism module 3, further
Anaerobic reaction is carried out, again except the organic matter in decontaminated water.
When the sewage highly in anaerobism module 3 reaches the height of the overflow pipe 6 between anaerobism module 3 and aerobic module 4,
Sewage after Anaerobic Treatment enters the inner chamber of aerobic module 4, aerobic reaction is carried out in aerobic module 4, except aerobic in decontaminated water
Pollutant, the same with anaerobic reaction, aerobic module 4 is also provided with connecting by overflow pipe 6 between two, two aerobic modules 4, right
Sewage carries out aerobic reaction twice, makes the more thorough of aerobic contaminant removal.
Sewage after Aerobic Process for Treatment enters in Sediment Module 5 through the overflow pipe 6 between aerobic module 4 and Sediment Module 5
Chamber, is precipitated in the Sediment Module 5, the setting of Sediment Module 5 two, and sewage after precipitating twice, and clean clear water is from clear
Water overflow pipe 15 flows out.
Blowdown open-work 16 corresponding with modules, blow-off pipe 17 and blowoff valve 18 are provided with the bottom plate 1 of the present invention, is beaten
Blowoff valve 18 is driven, the sludge of modules bottom deposition is discharged from blowdown open-work 16 and blow-off pipe 17.Meanwhile, blowdown open-work 16,
The setting of blow-off pipe 17 is also convenient for the cleaning to modules.
The bottom of the aerobic module 4 of the present invention sets aeration tube 12 and aeration spray head 13, passes through aeration pump 14, aeration tube 12
And aeration spray head 13 is passed through air into aerobic module 4, increase oxygen content, accelerate aerobic reaction.
It is noted that above-described embodiment is to the illustrative and not limiting of technical solution of the present invention, art is general
The equivalent substitution of logical technical staff or the other modifications made according to prior art, as long as not exceeding technical solution of the present invention
Thinking and scope, should be included within interest field of the presently claimed invention.
Claims (6)
1. a kind of cellular treatment tank of small modular, it is characterised in that：Including reinforced concrete floor（1）, pretreatment
Module（2）, anaerobism module（3）, aerobic module（4）And Sediment Module（5）, pretreatment module（2）Lower end, anaerobism module（3）Under
End, aerobic module（4）Lower end and Sediment Module（5）Lower end is fixed on bottom plate（1）On, pretreatment module（2）It is fixed on bottom plate（1）
Middle part, anaerobism module（3）, aerobic module（4）And Sediment Module（5）It is evenly distributed on pretreatment module（2）Around, pretreatment
Module（2）, anaerobism module（3）, aerobic module（4）And Sediment Module（5）It is regular hexagon prefabricated reinforced concrete module, in advance
Processing module（2）, anaerobism module（3）, aerobic module（4）And Sediment Module（5）Constitute alveolate texture, described pretreatment mould
Block（2）With anaerobism module（3）, anaerobism module（3）With aerobic module（4）, aerobic module（4）With Sediment Module（5）Pass through respectively
Overflow pipe（6）Connection, described pretreatment module（2）Inside it is provided with grid cylinder（7）, grid cylinder（7）Upper end lodge locating in advance
Manage module（2）Top, described sewage water inlet pipe（8）Connect grid cylinder（7）With sewage pump（9）, described sewage water inlet pipe
（8）On be provided with sewage valve（10）, described anaerobism module（3）Inside it is provided with anaerobism filler（11）, described aerobic module（4）
Inside it is provided with aerobic filler, described aerobic module（4）Bottom is provided with aeration tube（12）, aeration tube（12）On be provided with aeration
Shower nozzle（13）, described aeration tube（12）Connect aeration pump（14）, described Sediment Module（5）On be provided with clean water overflow pipe
（15）, described bottom plate（1）On be provided with respectively correspond to pretreatment module（2）, anaerobism module（3）, aerobic module（4）And precipitation
Module（5）Blowdown open-work（16）, described blowdown open-work（16）On be provided with blow-off pipe（17）And blowoff valve（18）.
2. the cellular treatment tank of small modular according to claim 1, it is characterised in that：Described bottom plate（1）
On be provided with respectively with pretreatment module（2）, anaerobism module（3）, aerobic module（4）And Sediment Module（5）Corresponding positive six side
The groove of shape（19）, pretreatment module（2）Lower end, anaerobism module（3）Lower end, aerobic module（4）Lower end and Sediment Module（5）Under
End is inserted into regular hexagon groove respectively（19）It is interior, and pretreatment module（2）, anaerobism module（3）, aerobic module（4）And precipitation
Module（5）With regular hexagon groove（19）Between gap sealed by Concrete Filled.
3. the cellular treatment tank of small modular according to claim 1, it is characterised in that：Described bottom plate（1）
On be provided with two anaerobism modules（3）, two aerobic modules（4）And two Sediment Modules（5）, two anaerobism modules（3）Splicing
In pretreatment module（2）Two adjacent sides on, two anaerobism modules（3）Between pass through overflow pipe（6）Connection, two aerobic
Module（4）Splicing is in pretreatment module（2）Two adjacent sides on, two aerobic modules（4）Between pass through overflow pipe（6）Even
It is logical, two Sediment Modules（5）Splicing is in pretreatment module（2）Two adjacent sides on, two Sediment Modules（5）Between pass through
Overflow pipe（6）Connection, pretreatment module（2）, two anaerobism modules（3）, two aerobic modules（4）And two Sediment Modules（5）
Constitute alveolate texture.
4. the cellular treatment tank of small modular according to claim 3, it is characterised in that：Described overflow pipe
（6）On be provided with overflow check valve（20）.
5. the cellular treatment tank of small modular according to claim 1, it is characterised in that：Described aerobic module
（4）Inside it is provided with hanger（21）, described hanger（21）Fixed including beam and with beam and peg vertically downward, beam is taken
Hang over aerobic module（4）Top, its short transverse is provided with multiple aerobic filling balls on described peg（22）.
6. the cellular treatment tank of small modular according to claim 1, it is characterised in that：Described aeration tube
（12）With aeration pump（14）Between pipeline on be provided with aeration valve（23）, described aeration valve（23）For time control valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710493070.9A CN107117777A (en) | 2017-06-26 | 2017-06-26 | The cellular treatment tank of small modular |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710493070.9A CN107117777A (en) | 2017-06-26 | 2017-06-26 | The cellular treatment tank of small modular |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107117777A true CN107117777A (en) | 2017-09-01 |
Family
ID=59720168
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710493070.9A Pending CN107117777A (en) | 2017-06-26 | 2017-06-26 | The cellular treatment tank of small modular |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107117777A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111425058A (en) * | 2020-04-14 | 2020-07-17 | 中生源(海南)生态环境发展有限公司 | Cellular enclosure device that modularization can be assembled fast |
| CN111777285A (en) * | 2020-07-24 | 2020-10-16 | 黑龙江省水利科学研究院 | Rural domestic sewage rapid treatment device |
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| CN206915955U (en) * | 2017-06-26 | 2018-01-23 | 河南泽衡环保科技股份有限公司 | The cellular treatment tank of small modular |
-
2017
- 2017-06-26 CN CN201710493070.9A patent/CN107117777A/en active Pending
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|---|---|---|---|---|
| US20090061509A1 (en) * | 2007-08-27 | 2009-03-05 | Beijing Nengtuo High Technology Co., Ltd | Treatment system of high concentration organic sewage |
| CN202139102U (en) * | 2011-07-22 | 2012-02-08 | 姜智家 | Prefabricated reinforced concrete biochemical pond |
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|---|---|---|---|---|
| CN111425058A (en) * | 2020-04-14 | 2020-07-17 | 中生源(海南)生态环境发展有限公司 | Cellular enclosure device that modularization can be assembled fast |
| CN111777285A (en) * | 2020-07-24 | 2020-10-16 | 黑龙江省水利科学研究院 | Rural domestic sewage rapid treatment device |
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