CN107759014A - A kind of mini integrated sewage treating apparatus - Google Patents
A kind of mini integrated sewage treating apparatus Download PDFInfo
- Publication number
- CN107759014A CN107759014A CN201711048996.3A CN201711048996A CN107759014A CN 107759014 A CN107759014 A CN 107759014A CN 201711048996 A CN201711048996 A CN 201711048996A CN 107759014 A CN107759014 A CN 107759014A
- Authority
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- China
- Prior art keywords
- area
- aeration
- zone
- sewage
- settling section
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 74
- 238000005273 aeration Methods 0.000 claims abstract description 108
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 88
- 238000001914 filtration Methods 0.000 claims abstract description 50
- 238000000034 method Methods 0.000 claims abstract description 6
- 239000000463 material Substances 0.000 claims description 16
- 239000000945 filler Substances 0.000 claims description 11
- 238000007789 sealing Methods 0.000 claims description 9
- 239000007788 liquid Substances 0.000 claims description 6
- 238000012856 packing Methods 0.000 claims description 6
- 239000000126 substance Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 5
- 241000272814 Anser sp. Species 0.000 claims description 3
- 230000007062 hydrolysis Effects 0.000 claims description 3
- 238000006460 hydrolysis reaction Methods 0.000 claims description 3
- 230000005764 inhibitory process Effects 0.000 claims description 3
- 229920002521 macromolecule Polymers 0.000 claims description 3
- 239000005416 organic matter Substances 0.000 claims description 3
- 230000020477 pH reduction Effects 0.000 claims description 3
- 238000005192 partition Methods 0.000 claims description 3
- 150000003384 small molecules Chemical class 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 239000006228 supernatant Substances 0.000 claims description 3
- 102000002322 Egg Proteins Human genes 0.000 claims description 2
- 108010000912 Egg Proteins Proteins 0.000 claims description 2
- 238000002955 isolation Methods 0.000 claims description 2
- 230000002906 microbiologic effect Effects 0.000 claims description 2
- 210000004681 ovum Anatomy 0.000 claims description 2
- 239000004575 stone Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 5
- 238000005265 energy consumption Methods 0.000 abstract description 3
- 239000006185 dispersion Substances 0.000 abstract description 2
- 230000010354 integration Effects 0.000 abstract description 2
- 238000005352 clarification Methods 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 238000004062 sedimentation 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
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- 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
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F7/00—Aeration of stretches of water
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The present invention discloses a kind of mini integrated sewage treating apparatus, it is characterized in that the shell inner region including shell and enclosure, the equipment generally cylinder, cylinder includes central area, anaerobic zone, aeration zone, settling section, filtering area, central area is located at the intermediate region position of cylinder, anaerobic zone, aeration zone, settling section, filtering area are radially looped around around central area, and the anaerobic zone, aeration zone, settling section, filtering area are located inside cylinder, and central area is clear water zone.The present invention has overall intensive degree high, technique is small compared with simple floor space, energy consumption low operating cost is low, the advantages of high treating effect, suitable for the low-density population lives area such as natural village, Peasants Joy, holiday resort, dispersion user is based primarily upon, limited amount joint household carries out the integration apparatus that sewage disposal uses.
Description
Technical field
The present invention relates to field of sewage treatment equipment, particularly belongs to a kind of mini integrated sewage treating apparatus.
Background technology
Some areas in the rural area of cities and towns are such as：The low-density population lives area such as natural village, Peasants Joy, holiday resort, it is dirty
Water is focused on there is the problem of pipe network investment is big, constructional difficulties, but is necessary in these regional carry out sewage disposals
's.Own characteristic be present for these areas：Population decentralization is strong, is laid using sewage network and concentrates overall investment big, built
Difficulty of construction is big.Therefore, the present invention provides a kind of mini integrated sewage treating apparatus.
The content of the invention
The present invention provides a kind of mini integrated sewage treating apparatus, solves the problems, such as to mention in above-mentioned background technology.This
Invention equipment integrates a point water, biological treatment, High-rate sedimentation, clarification function, and realization is highly intensive, while has technique simple
List, take up an area the advantages of low small, high treating effect, operating cost, less energy consumption.
The technical solution adopted by the present invention is as follows to achieve the above object：
A kind of mini integrated sewage treating apparatus, it is characterised in that the shell inner region including shell and enclosure, this sets
Standby generally cylinder, cylinder include center, anaerobic zone, aeration zone, settling section, filtering area, be provided between each area every
Plate, central location is in the intermediate region position of cylinder, during anaerobic zone, aeration zone, settling section, filtering area are radially looped around
Around heart district, the anaerobic zone, aeration zone, settling section, filtering area are located inside cylinder, and center is clear water zone, described to detest
Oxygen area is installed above a water inlet pipe, filling filler inside anaerobic zone, and the filler of anaerobic zone is spherical suspending filling material, the anaerobic zone
Have a dividing plate between aeration zone, effective water level inside the aeration zone less than effective water level 40 inside anaerobic zone~
70mm, optimal preferred 50mm, the aeration zone bottom are equipped with aeration tube, spherical suspending filling material, aeration are filled inside aeration zone
Area is divided into three lattice and is followed successively by 3rd area of one area of aeration, 2nd area of aeration and aeration, has dividing plate between three aeration zones, is aerated inside 3rd area
Effective water level less than aeration 2nd area inside effective water level, it is described aeration one area and aeration 2nd area between have dividing plate isolation, every
Plate lower through-hole, the sewage being aerated in an area enter 2nd area of aeration from the lower partition through hole, are aerated the sewage in 2nd area from aeration
The top overflow of the space bar in 3rd area of 2nd area and aeration enters 3rd area of aeration, the space bar for being aerated 2nd area and being aerated 3rd area
Through hole is arranged at top, and being aerated the bottom of the space bar of 3rd area and settling section has through hole, and the sewage in 3rd area of aeration is by dividing plate bottom
Through hole enters settling section, and the direction that the settling section bottom enters current along three area's sewage of aeration is provided with gillis, described
Effective water level inside filtering area is less than effective water level inside settling section, and sewage is by settling section and the space bar of filtering area
Top overflow enters filtering area, and hand basket device is provided with inside the filtering area, and hand basket device has stainless steel to be made, hand basket device top four
Close bottom surrounding in week and hollow out through hole is arranged at bottom, installed in hand basket device and be placed with filter packing, the filter packing is goose ovum
Stone, for the profile of cobblestone to be lower upper small greatly, the dividing plate between the filtering area and clear water zone was water baffle plate, crossed water baffle plate bottom
There is water through hole top to have overflow through hole, air-lift device and baffle plate are installed in the clear water zone, air-lift device includes tracheae, band
The adapter and air blower of sealing gasket, the adapter with sealing gasket are arranged on above tracheae, adapter and air blast with sealing gasket
Machine is connected, and one end of tracheae is located at outside whole equipment installed in the clear water zone bottom other end, the baffle plate installed in clear water zone
Air-lift device and filtering area are separated, the water in clear water zone is by outside air-lift device device for transferring, the sewage is by anaerobic zone
Water inlet pipe enters anaerobic zone from top above, and filler is filled inside anaerobic zone, and in anaerobic zone hydrolysis acidification, anaerobism occur for sewage
Macromolecular substances are decomposed into small-molecule substance by the filler in area, and hard-degraded substance is converted into degradable material, and sewage is in anaerobic zone
After stopping 1.5h, sewage enters aeration zone, effective water level of aeration zone by the dividing plate overflow between anaerobic zone and aeration zone
Anaerobic zone should be less than, to prevent sewage to be back to anaerobic zone in aeration process, aeration zone bottom laying aeration tube is aerated,
Spherical suspending filling material is filled inside three aeration zones, the sewage first enters one area of aeration by anaerobic zone, and sewage is being aerated
After one area stops 1.5h, 2nd area of aeration are entered from the bottom in one area of aeration, after being aerated 2nd area and stopping 1.5h, are entered by overflow
Enter to 3rd area are aerated, the organic matter in sewage is in aeration zone by filling aerobic microbiological in spherical suspending filling material inside aeration zone
Effect obtain fully degraded, sewage enters settling section, settling section after being aerated 3rd area and stopping 1.5h, by being aerated three area bottoms
Bottom Parallel to the flow direction installation gillis, sewage are made during settling section moves upwards by the inhibition of gillis
Obtain sludge settling and get off to be gathered in settling section bottom, settling section top is supernatant liquid, realizes that muddy water efficiently separates, sewage is clear
Clear area's residence time is 1.5h, and the clear liquid on the settling section top enters filtering area by overflow, and effective water level of filtering area is low
In effective water level of settling section, sewage is filtered by the hand basket device inside filtering area, and the sewage water filtration area residence time is 1.5h, mistake
Sewage after filter enters clear water zone from filtering area bottom, be provided with clear water zone baffle plate thoroughly by the air-lift device of clear water zone with
Filtering area separates, the water in clear water zone by air-lift device device for transferring outside.
Compared with the prior art, beneficial effects of the present invention are as follows：
The anaerobic zone of sewage-treatment plant, aeration zone, settling section, filtering area, clear water zone are concentrated on a circle by the present invention
Cylinder device interior, R ＆ D design produce a kind of mini integrated sewage treating apparatus.Present device solves population point
The sewage handling problem in the strong area of property is dissipated, the sewage network laying for eliminating the strong area of population decentralization concentrates overall investment big,
The big difficulty of construction difficulty.The present invention has overall intensive degree high simultaneously, and technique is small compared with simple floor space, energy consumption
Low operating cost is low, the advantages of high treating effect, suitable for the low-density population lives area such as natural village, Peasants Joy, holiday resort,
It is based primarily upon dispersion user, limited amount joint household carries out the integration apparatus that sewage disposal uses.
Brief description of the drawings
Fig. 1 is planing surface figure of the present invention；
Fig. 2 is single unit system schematic flow sheet of the present invention.
Embodiment
Referring to accompanying drawing:A kind of mini integrated sewage treating apparatus, it is characterised in that the shell including shell and enclosure
Inner region, the equipment generally cylinder, cylinder include center, anaerobic zone 1, aeration zone 2, settling section 3, filtering area 4, each area
Between dividing plate 6 is installed (601,602,603,604,605 and 606), central location is in the intermediate region position of cylinder, anaerobism
Area 1, aeration zone 2, settling section 3, filtering area 4 are radially looped around around center, the anaerobic zone 1, aeration zone 2, clarification
Area 3, filtering area 4 are located inside cylinder, and center is clear water zone 5, and the anaerobic zone 1 is installed above water inlet pipe 8, anaerobic zone
1 inside filling filler, the filler of anaerobic zone 1 is spherical suspending filling material, has dividing plate between the anaerobic zone 1 and aeration zone 2
602, effective water level inside the aeration zone 2 less than effective 40~70mm of water level inside anaerobic zone 1, most preferably preferred 50mm,
The bottom of aeration zone 2 is equipped with aeration tube 9, and the inside of aeration zone 2 filling spherical suspending filling material, aeration zone 2 is divided into three lattice successively
For one area 201 of aeration, two areas 202 of aeration and three areas 203 are aerated, has dividing plate between three aeration zones 2, is aerated inside three areas 203
Effective water level less than aeration two areas 202 inside effective water level, it is described aeration one area 201 and be aerated two areas 202 between have every
Plate 603 is isolated, the lower through-hole of dividing plate 603, and the sewage being aerated in an area 201 enters 2nd area of aeration from the lower through-hole of dividing plate 603
202, the top overflow of the sewage being aerated in two areas 202 from the space bar 604 in three areas 203 of the area 202 of aeration two and aeration, which enters, to expose
Through hole is arranged at the area 203 of gas three, the top of the space bar 604 in three areas 203 of the areas 202 of aeration two and aeration, is aerated three areas 203 and clear
Through hole is arranged at the bottom of the space bar 605 in clear area 3, and the sewage in three areas 203 of aeration enters settling section by the through hole of the bottom of dividing plate 605
3, the direction that the bottom of settling section 3 enters current along the aeration sewage of 3rd area 203 is provided with gillis 301, the filtering area 4
Internal effective water level is less than effective water level inside settling section 3, and sewage is by settling section 3 and the space bar 606 of filtering area 4
Top overflow enters filtering area 4, and hand basket device is provided with inside the filtering area 4, and hand basket device has stainless steel to be made, hand basket device top
Hollow out through hole is arranged at all round closure bottom surrounding and bottom, is installed in hand basket device and is placed with filter packing, the filter packing is goose
Cobble, for the profile of cobblestone to be lower upper small greatly, the dividing plate between the filtering area 4 and clear water zone 5 was water baffle plate 601, crossed water
The bottom of baffle plate 601 had water through hole top to have overflow through hole, and air-lift device 10 and baffle plate, air lift are provided with the clear water zone 5
Device 10 includes tracheae, adapter and air blower with sealing gasket, and the adapter with sealing gasket is arranged on above tracheae, band sealing
The adapter of pad is connected with air blower, and one end of tracheae is located at outside whole equipment installed in the bottom other end of clear water zone 5, clearly
The baffle plate of installation separates air-lift device 10 and filtering area 4 in pool 5, and the water in clear water zone 5 is set by the discharge of air-lift device 10
Standby outside, by anaerobic zone 1, water inlet pipe 8 enters anaerobic zone 1 to the sewage from top above, and filling filler in the inside of anaerobic zone 1 is dirty
In anaerobic zone 1 hydrolysis acidification occurs for water, and macromolecular substances are decomposed into small-molecule substance, hard-degraded substance by the filler of anaerobic zone 1
Degradable material is converted into, after sewage stops 1.5h in anaerobic zone 1, sewage is by the dividing plate between anaerobic zone 1 and aeration zone 2
602 overflows enter aeration zone 2, and effective water level of aeration zone 2 should be less than anaerobic zone 1, to prevent sewage from being returned in aeration process
Flow to anaerobic zone 1, the bottom of aeration zone 2 laying aeration tube 9 is aerated, and three aeration zones 2 (201,202 and 203) internal are filled out
Spherical suspending filling material is filled, the sewage first enters one area 201 of aeration by anaerobic zone 1, and sewage is being aerated an area 201 stop 1.5h
Afterwards, two areas 202 of aeration are entered from the bottom in one area 201 of aeration, after being aerated two areas 202 and stopping 1.5h, is entered by overflow
To three areas 203 of aeration, the organic matter in sewage is aerobic micro- in spherical suspending filling material by being filled inside aeration zone 2 in aeration zone 2
The effect of biology obtains fully degraded, and sewage is entered clear after being aerated three areas 203 and stopping 1.5h by the aeration bottom of 3rd area 203
Clear area 3, the bottom Parallel to the flow direction installation gillis 301 of settling section 3, sewage pass through fish during settling section 3 upwards motion
The inhibition of dissepiment 301 causes sludge settling to get off to be gathered in the bottom of settling section 3, and the top of settling section 3 is supernatant liquid, realizes
Muddy water efficiently separates, and sewage is 1.5h in the residence time of settling section 3, and the clear liquid on the top of settling section 3 was entered by overflow
Area 4 is filtered, effective water level of filtering area 4 is less than effective water level of settling section 3, and sewage is filtered by the hand basket device inside filtering area 4,
The residence time of sewage water filtration area 4 is 1.5h, and the sewage after filtering enters clear water zone 5 from the bottom of filtering area 4, pacifies in clear water zone 5
Thoroughly the air-lift device 10 of clear water zone 5 is separated with filtering area 4 equipped with baffle plate, the water in clear water zone 5 passes through the row of air-lift device 10
Go out outside equipment.
Claims (1)
1. a kind of mini integrated sewage treating apparatus, it is characterised in that the shell inner region including shell and enclosure, the equipment
Generally cylinder, cylinder include center, anaerobic zone, aeration zone, settling section, filtering area, dividing plate are provided between each area,
Central location is radially looped around center in the intermediate region position of cylinder, anaerobic zone, aeration zone, settling section, filtering area
Around area, the anaerobic zone, aeration zone, settling section, filtering area are located inside cylinder, and center is clear water zone, the anaerobism
Area is installed above a water inlet pipe, filling filler inside anaerobic zone, and the filler of anaerobic zone be spherical suspending filling material, the anaerobic zone with
Have a dividing plate between aeration zone, effective water level inside the aeration zone less than effective 40~70mm of water level inside anaerobic zone,
Optimal preferred 50mm, the aeration zone bottom are equipped with aeration tube, fill spherical suspending filling material inside aeration zone, aeration zone is divided into
Three lattice are followed successively by 3rd area of one area of aeration, 2nd area of aeration and aeration, have dividing plate between three aeration zones, are aerated effective inside 3rd area
Water level is less than effective water level inside 2nd area of aeration, has dividing plate isolation, the lower partition between 2nd area of one area of the aeration and aeration
Through hole, be aerated an area in sewage from the lower partition through hole enter aeration 2nd area, be aerated 2nd area in sewage from aeration 2nd area and
The top overflow for being aerated the space bar in 3rd area enters 3rd area of aeration, and the top of the space bar in 3rd area of 2nd area of the aeration and aeration has
Through hole, being aerated the bottom of the space bar of 3rd area and settling section has through hole, and the sewage in 3rd area of aeration enters by the through hole of dividing plate bottom
Enter settling section, the direction that the settling section bottom enters current along three area's sewage of aeration is provided with gillis, the filtering area
Internal effective water level overflows less than effective water level inside settling section, sewage by the top of settling section and the space bar of filtering area
Stream enters filtering area, hand basket device is provided with inside the filtering area, hand basket device has stainless steel to be made, hand basket device top all round closure
Hollow out through hole arranged at bottom surrounding and bottom, in hand basket device installation be placed with filter packing, the filter packing is cobblestone, goose ovum
The profile of stone is lower upper small greatly, and the dividing plate between the filtering area and clear water zone was water baffle plate, and crossing water baffle plate bottom had water
Overflow through hole is arranged at through hole top, and air-lift device and baffle plate are provided with the clear water zone, and air-lift device includes tracheae, band sealing gasket
Adapter and air blower, the adapter with sealing gasket be arranged on tracheae above, the adapter with sealing gasket is connected with air blower
Connect, one end of tracheae is located at outside whole equipment installed in the clear water zone bottom other end, and the baffle plate of installation is by air lift in clear water zone
Device separates with filtering area, and the water in clear water zone is by outside air-lift device device for transferring, the sewage above anaerobic zone by entering
Water pipe enters anaerobic zone from top, and filler is filled inside anaerobic zone, and in anaerobic zone hydrolysis acidification occurs for sewage, and anaerobic zone is filled out
Macromolecular substances are decomposed into small-molecule substance by material, and hard-degraded substance is converted into degradable material, and sewage stops in anaerobic zone
After 1.5h, sewage enters aeration zone by the dividing plate overflow between anaerobic zone and aeration zone, and effective water level of aeration zone should be low
In anaerobic zone, to prevent sewage to be back to anaerobic zone in aeration process, aeration zone bottom laying aeration tube is aerated, three
Spherical suspending filling material is filled inside aeration zone, the sewage first enters one area of aeration by anaerobic zone, and sewage is being aerated an area
After stopping 1.5h, 2nd area of aeration are entered from the bottom in one area of aeration, after being aerated 2nd area and stopping 1.5h, are entered by overflow
It is aerated 3rd area, the organic matter in sewage is in aeration zone by filling the work of aerobic microbiological in spherical suspending filling material inside aeration zone
With fully degraded is obtained, sewage enters settling section, settling section bottom after being aerated 3rd area and stopping 1.5h, by being aerated three area bottoms
Parallel to the flow direction installs gillis, and sewage passes through the inhibition dirt of gillis during settling section moves upwards
Mud, which settles down, is gathered in settling section bottom, and settling section top is supernatant liquid, realizes that muddy water efficiently separates, sewage is in settling section
Residence time is 1.5h, and the clear liquid on the settling section top enters filtering area by overflow, and effective water level of filtering area is less than clear
Effective water level in clear area, sewage are filtered by the hand basket device inside filtering area, and the sewage water filtration area residence time is 1.5h, after filtering
Sewage enter clear water zone from filtering area bottom, baffle plate is installed thoroughly in clear water zone by the air-lift device of clear water zone and filtering
Separate out, the water in clear water zone by air-lift device device for transferring outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711048996.3A CN107759014A (en) | 2017-10-31 | 2017-10-31 | A kind of mini integrated sewage treating apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711048996.3A CN107759014A (en) | 2017-10-31 | 2017-10-31 | A kind of mini integrated sewage treating apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107759014A true CN107759014A (en) | 2018-03-06 |
Family
ID=61271047
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711048996.3A Pending CN107759014A (en) | 2017-10-31 | 2017-10-31 | A kind of mini integrated sewage treating apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107759014A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111533387A (en) * | 2020-05-20 | 2020-08-14 | 成都市创鼎环保设备有限公司 | Cylindrical domestic sewage treatment integrated equipment |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2195545Y (en) * | 1994-06-20 | 1995-04-26 | 同济大学 | Anaerobic and aerobic integral purifier for sewage |
| JP2000000597A (en) * | 1998-06-16 | 2000-01-07 | Hitachi Kiden Kogyo Ltd | Sewage treatment equipment |
| RU65043U1 (en) * | 2007-03-26 | 2007-07-27 | Зао "Спинокс" | INSTALLATION OF BIOLOGICAL SEWAGE TREATMENT |
| CN206126960U (en) * | 2016-10-21 | 2017-04-26 | 江苏环保产业技术研究院股份公司 | Modular fluidized bed reactor |
| CN106746362A (en) * | 2017-01-11 | 2017-05-31 | 吉林省中泰环境工程有限责任公司 | A kind of Upgradeable domestic sewage in rural areas integrated treatment unit |
| CN206381733U (en) * | 2016-12-28 | 2017-08-08 | 广东晨工建筑材料有限公司 | A kind of coked waste water handles sedimentation basin |
-
2017
- 2017-10-31 CN CN201711048996.3A patent/CN107759014A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2195545Y (en) * | 1994-06-20 | 1995-04-26 | 同济大学 | Anaerobic and aerobic integral purifier for sewage |
| JP2000000597A (en) * | 1998-06-16 | 2000-01-07 | Hitachi Kiden Kogyo Ltd | Sewage treatment equipment |
| RU65043U1 (en) * | 2007-03-26 | 2007-07-27 | Зао "Спинокс" | INSTALLATION OF BIOLOGICAL SEWAGE TREATMENT |
| CN206126960U (en) * | 2016-10-21 | 2017-04-26 | 江苏环保产业技术研究院股份公司 | Modular fluidized bed reactor |
| CN206381733U (en) * | 2016-12-28 | 2017-08-08 | 广东晨工建筑材料有限公司 | A kind of coked waste water handles sedimentation basin |
| CN106746362A (en) * | 2017-01-11 | 2017-05-31 | 吉林省中泰环境工程有限责任公司 | A kind of Upgradeable domestic sewage in rural areas integrated treatment unit |
Non-Patent Citations (1)
| Title |
|---|
| 陈成德, 北京：人民交通出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111533387A (en) * | 2020-05-20 | 2020-08-14 | 成都市创鼎环保设备有限公司 | Cylindrical domestic sewage treatment integrated equipment |
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