CN106365379A - Stacking sewage treatment equipment - Google Patents
Stacking sewage treatment equipment Download PDFInfo
- Publication number
- CN106365379A CN106365379A CN201610771914.7A CN201610771914A CN106365379A CN 106365379 A CN106365379 A CN 106365379A CN 201610771914 A CN201610771914 A CN 201610771914A CN 106365379 A CN106365379 A CN 106365379A
- Authority
- CN
- China
- Prior art keywords
- chamber
- overlay
- sewage
- processing equipment
- level
- 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 73
- 230000007246 mechanism Effects 0.000 claims abstract description 13
- 238000001556 precipitation Methods 0.000 claims description 49
- 238000000034 method Methods 0.000 claims description 27
- 238000012545 processing Methods 0.000 claims description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 24
- 238000003860 storage Methods 0.000 claims description 21
- 239000000945 filler Substances 0.000 claims description 12
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 12
- 239000007787 solid Substances 0.000 claims description 12
- 239000000706 filtrate Substances 0.000 claims description 8
- 239000002244 precipitate Substances 0.000 claims description 8
- 239000010802 sludge Substances 0.000 claims description 8
- 238000004140 cleaning Methods 0.000 claims description 7
- 238000000926 separation method Methods 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 5
- 229920000642 polymer Polymers 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 5
- 238000009826 distribution Methods 0.000 claims description 4
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 3
- 239000003463 adsorbent Substances 0.000 claims description 3
- 238000005276 aerator Methods 0.000 claims description 3
- 239000007788 liquid Substances 0.000 claims description 3
- 239000011496 polyurethane foam Substances 0.000 claims description 3
- 239000003381 stabilizer Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 239000003963 antioxidant agent Substances 0.000 claims 1
- 230000003078 antioxidant effect Effects 0.000 claims 1
- 229920000344 molecularly imprinted polymer Polymers 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 9
- 238000000746 purification Methods 0.000 abstract description 3
- 239000003344 environmental pollutant Substances 0.000 description 4
- 239000002957 persistent organic pollutant Substances 0.000 description 4
- 231100000719 pollutant Toxicity 0.000 description 4
- 238000005273 aeration Methods 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 239000010954 inorganic particle Substances 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- 238000006065 biodegradation reaction Methods 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 239000007857 degradation product Substances 0.000 description 2
- 230000000593 degrading effect Effects 0.000 description 2
- 230000018044 dehydration Effects 0.000 description 2
- 238000006297 dehydration reaction Methods 0.000 description 2
- 238000000280 densification Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000012634 fragment Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000002906 microbiologic effect Effects 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000010992 reflux Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 150000003384 small molecules Chemical class 0.000 description 2
- 238000001179 sorption measurement Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010327 methods by industry Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002699 waste material Substances 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
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
- C02F2201/007—Modular design
-
- 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
- C02F3/30—Aerobic and anaerobic 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
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
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)
- Treatment Of Sludge (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
The invention discloses stacking sewage treatment equipment. The stacking sewage treatment equipment comprises a lower cavity and an upper cavity arranged above the lower cavity; the lower cavity is internally provided with a first-stage settling chamber connected with a blowdown pipeline, a grid is arranged at the joint of the first-stage settling chamber and the blowdown pipeline, the first-stage settling chamber is shaped like a funnel, a collecting bucket is arranged at the bottom of the first-stage settling chamber, and multiple vibration mechanisms are arranged outside the first settling chamber; the upper cavity comprises an anaerobic treatment chamber connected with a lifting pump and an aerobic treatment chamber and a second-stage settling tank which are connected with the anaerobic treatment chamber in sequence through a delivery pipeline. Sewage passes through the first-stage settling chamber, the anaerobic treatment chamber, the aerobic treatment chamber and the second-stage settling tank to be subjected to purification treatment and then discharged outside. Compared with the prior art, the stacking sewage treatment equipment is compact in structure, convenient to install, small in occupied area and suitable for being used by cities lacking land resource and not only effectively improves the sewage purification effect but also saves the land resource.
Description
Technical field
The present invention relates to technical field of sewage is and in particular to a kind of overlay sewage processing equipment.
Background technology
Sewage disposal refers to for the water quality requirement making sewage reach a certain water body of draining or to reuse, it be purified
Process.Sewage disposal is widely used in building, agricultural, traffic, the energy, petrochemical industry, environmental protection, urban landscape, medical treatment, food and drink etc.
Every field, also comes into the daily life of common people more and more.Existing sewage disposal device occupied ground area is relatively
Greatly, cost of land is higher, and processing cost is difficult to bear, and makes some urban wastewater treatment firms become " emission source is concentrated in pollution ",
Secondary pollution is caused to local environmental aspect.With the development in epoch and science and technology, living standards of the people increasingly improve, the mankind couple
The requirement of living environment also more and more higher, the pollution of water resource has become as one of problem of social concern, substantial amounts of sewage
Discharge, destroys water environment, particularly some chemical enterprises further, and sewage is directly discharging without in the case of processing
To in river course, heavy damage environment, have impact on production and the life of people.Therefore, extremely urgent to the process engineering of sewage.
In today of scientific and technological high speed development, each large, medium and small sewage treatment plant stands in great numbers, and various sewage disposal devices emerge in an endless stream, such as aeration
Machine, treatment tank, cleaning equipment etc., and treatment tank is modal sewage disposal device in each sewage treatment plant,
According to sewage of different nature to be processed, select to use different types for the treatment of tank.In sewage treatment project, sewage
In inorganic particle not only can wear equipment and pipeline, reduce activity of activated sludge, and can plate amass reaction tank bottom reduce
Reactor dischargeable capacity, or even strainer damage dehydration equipment is punctured in dehydration, and also wastewater treatment efficiency is also not so good, in addition
With industrial expansion, land resource has govern the development in city, and sewage disposal device generally requires to take than larger
Area, this is a kind of waste for land resource.
Content of the invention
For solving drawbacks described above, it is an object of the invention to provide a kind of overlay sewage processing equipment, effectively solving is existing
The big situation of sewage disposal device occupied ground area, improves the bad situation of wastewater treatment efficiency, not only reduces and be processed into
This, and saved land resource.
For reaching above-mentioned purpose, the technical solution used in the present invention is: a kind of overlay sewage processing equipment, including cavity of resorption
Body and the upper cavity above described lower chamber, are provided with the one-level precipitation chamber being connected with blow-off line inside described lower chamber,
Described one-level precipitation chamber is provided with grid with described blow-off line junction, and described one-level precipitation chamber is in funnel-form, described one-level
Precipitation bottom of chamber portion is provided with receipts bucket, is additionally provided with multiple vibrating mechanisms, described one-level precipitation chamber liquid outlet outside described one-level precipitation chamber
It is also associated with elevator pump；Described upper cavity include the anaerobic treatment chamber being connected with described elevator pump and described anaerobic treatment chamber according to
The secondary Aerobic Process for Treatment chamber being connected by conveyance conduit and second-level settling pond, described anaerobic treatment intracavity portion is respectively equipped with undercurrent propulsion
Device and some elastic solid fillers, wherein said elastic solid filler is laid in the strong hangs inside of described anaerobic treatment；Described good
It is provided with aerated conduit, described aerated conduit surface is provided with some solarization air caps, and described solarization air cap size is towards institute inside oxygen processing chamber
The direction stating two-stage precipitation chamber tapers into, the aerator phase being provided with outside described aerated conduit and described Aerobic Process for Treatment chamber
Even；Described two-stage precipitation intracavity portion is respectively equipped with the storage tank being connected with described conveyance conduit and located at described water storage lower box part
Mud-water separation mechanism, described storage tank is externally connected to outlet pipe in described upper cavity, and described mud-water separation mechanism includes and institute
State multiple inclined tubes that the bottom of storage tank is connected, described inclined tube end and described two-stage precipitation bottom of chamber portion are provided with certain distance.
Preferably, described vibrating mechanism includes being fixed on the vibrating motor that described one-level precipitates cavity outer wall, described vibration
The shaker arm that motor one end is provided with described one-level precipitation intracavity portion is connected.
It is provided with People's Bank of China's ladder outside described overlay sewage processing equipment.
It is also associated with collecting methane pipeline outside described anaerobic treatment chamber.
Described Aerobic Process for Treatment intracavity portion is additionally provided with filtrate, described filtrate include graded broken stone and
Cross water polyurethane foam.
Described Aerobic Process for Treatment bottom of chamber portion is additionally provided with air-lift device, and described air-lift device can make sewage in described Aerobic Process for Treatment chamber
Roll up and down in inside.
Described elastic solid filler is made using high molecular polymer, is added with antioxygen inside described high molecular polymer
Agent, hydrophilizing agent, stabilizer and adsorbent.
It is provided with the sparge pipe being connected with described conveyance conduit, described sparge pipe and described storage tank inside described storage tank
Width matches, and described water distribution pipe outer wall is laid with some apopores.
Described one-level precipitation chamber is provided with soil cleaning port at described receipts bucket.
It is additionally provided with sludge return pipe, described sludge reflux outside described two-stage precipitation bottom of chamber portion and described anaerobic treatment chamber
Pipeline is provided with control valve.
When using, sewage enters one-level by blow-off line and precipitates intracavity the present invention, and the grid being provided with can stop larger
The passing through of debris, through shaker arm vibration so that the inorganic particle in sewage accelerates precipitation along with the vibrations of sewage, with
When also the flocculate in sewage is accelerated and swims on sewage surface, sand setting mud etc. fall into receipts bucket in；By lifting
One-level is precipitated the sewage transport on chamber upper strata to anaerobic treatment chamber by pump, the elastic solid filler being provided with described anaerobic treatment chamber
There is adsorption, can form abundant anaerobism and facultative flora, some organic pollutants of not only can degrading, also can be by complexity
Larger molecular organicses water outstanding, be converted into simple small-molecule substance, the material conversion of aerobic biodegradation will be not easy to simultaneously
For being easy to degradation product；In the presence of the undercurrent propeller that sewage is provided with anaerobic treatment chamber, enter after staying for some time
In oxygen processing chamber, under the filtrate and the aeration effect of described aerated conduit in Aerobic Process for Treatment chamber, form aerobic microbiological group, thus
Decompose organic pollutants further, in catabolic process, can be by the dirt in Aerobic Process for Treatment bottom of chamber portion by described air-lift device
Lower rolling waterborne, a part of pollutant are changed into bubble, play the effect of easily decomposing pollutant；In Aerobic Process for Treatment chamber out
Sewage entered in two-stage precipitation chamber by conveyance conduit, sewage continually enters in inclined tube, some fragments and little flco quilt
Precipitate and separate out, is accumulated to two-stage precipitation bottom of chamber portion, and the water after purifying is then external in described epicoele by described storage tank
Outside the outlet pipe device for transferring that portion is provided with, in addition pass through under the distribution of sparge pipe in precipitation process, multiple described inclined tubes all obtain
To the sewage of equivalent, thus the mud that two-stage precipitation bottom of chamber portion piles up will will not sink because certain inclined tube sewage quantity is excessive
The mud of fall has rushed again；Sludge return pipe is opened by the mud after the precipitation of two-stage precipitation chamber by the regular control valve that starts,
Mud is again introduced into anaerobic treatment chamber proceed to decompose.
All parts in traditional sewage disposal device combine by the present invention, form modularity, densification
Structure, reasonable in design, easy transportation and installation, not only effectively save the cost of raw material, and treatment effect is substantially, more important
It is that floor space is little, be suitable for using in the more nervous city of some land resources, saved land resource；It is provided with the present invention
Shaker arm can effectively accelerate the speed of sewage free sedimentation, improve the efficiency of sewage disposal；The one-level precipitation of the present invention
Chamber is in funnel-form, and bottom is provided with receipts bucket, is conducive to the collection of mud, and the soil cleaning port being provided with is easy to the cleaning transport to mud；Institute
State and outside overlay sewage processing equipment, be provided with People's Bank of China's ladder, be easy to check the side of sewage disposal situation and maintenance of equipment work at any time
Just；It is also associated with collecting methane pipeline, described collecting methane pipeline can be for daily industry and life outside described anaerobic treatment chamber
The needs lived, accomplish resource rational utilization；During the sewage entrance Aerobic Process for Treatment chamber of described anaerobic treatment intracavity, water
Stream gradually slows down, and therefore described solarization air cap size tapers into towards the direction in described two-stage precipitation chamber, with water velocity phase
Join, be conducive to economizing on resources；Described inclined tube end and described two-stage precipitation bottom of chamber portion are provided with certain distance, prevent the stifled of inclined tube
Plug, the accumulation to mud has certain buffering effect.
Compared with prior art, present configuration is compact, easy for installation, and area occupied is little, suitable shortage of land resource
City uses, and not only effectively increases the effect of sewage purification, and has saved land resource.
Brief description
Below according to drawings and Examples, the structure and features of the present invention is further described.
Fig. 1 is the structural representation of the present invention.
In accompanying drawing 1,1. conveyance conduit, 2. collecting methane pipeline, 3. anaerobic treatment chamber, 4. Aerobic Process for Treatment chamber, 5. mud return
Flow tube road, 6. aerated conduit, 7. sparge pipe, 8. outlet pipe, 9. storage tank, 10. inclined tube, 11. shaker arms, 12. vibrating motors,
13. control valves, 14. one-level precipitation chambeies, 15. lower chambers, 16. receive bucket, 17. soil cleaning ports, 18. elevator pumps, 19. grids, 20. blowdowns
Pipeline, 21. undercurrent propellers, 22. elastic solid fillers.
Specific embodiment
Referring to accompanying drawing 1, a kind of overlay sewage processing equipment, including lower chamber 15 and upper above described lower chamber
Cavity, is provided with the one-level precipitation chamber 14 being connected with blow-off line 20, described one-level precipitation chamber 14 and institute inside described lower chamber 15
State blow-off line 20 junction and be provided with grid 19, and described one-level precipitation chamber 14 is in funnel-form, described one-level precipitates chamber 14 bottom
It is provided with receipts bucket 16, outside described one-level precipitation chamber 14, is additionally provided with multiple vibrating mechanisms, described one-level precipitation chamber 14 liquid outlet also connects
It is connected to elevator pump 18；Described upper cavity includes the anaerobic treatment chamber 3 being connected with described elevator pump 18 and described anaerobic treatment chamber 3
Pass sequentially through Aerobic Process for Treatment chamber 4 and the second-level settling pond that conveyance conduit 1 is connected, be respectively equipped with latent inside described anaerobic treatment chamber 3
Stream propeller 21 and some elastic solid fillers 22, wherein said elastic solid filler 22 is outstanding inside described anaerobic treatment strong 3
Dossal sets；It is provided with aerated conduit 6, described aerated conduit 6 surface is provided with some solarization air caps, described inside described Aerobic Process for Treatment chamber 4
Solarization air cap size tapers into towards the direction in described two-stage precipitation chamber, outside described aerated conduit 6 and described Aerobic Process for Treatment chamber 4
The aerator being provided with is connected；Described two-stage precipitation intracavity portion is respectively equipped with the storage tank 9 being connected with described conveyance conduit 1 and sets
In the mud-water separation mechanism of described storage tank 9 bottom, described storage tank 9 is externally connected to outlet pipe 8 in described upper cavity, described
Mud-water separation mechanism includes the multiple inclined tubes 10 being connected with described storage tank 9 bottom, and described inclined tube 10 end is sunk with described two grades
Shallow lake bottom of chamber portion is provided with certain distance.
Preferably, described vibrating mechanism includes being fixed on the vibrating motor 12 that described one-level precipitates chamber 14 outer wall, described
Vibrating motor 12 one end is precipitated, with described one-level, the shaker arm 11 being provided with inside chamber 14 and is connected.
It is provided with People's Bank of China's ladder outside described overlay sewage processing equipment.
It is also associated with collecting methane pipeline 2 outside described anaerobic treatment chamber 3.
Be additionally provided with filtrate inside described Aerobic Process for Treatment chamber 4, described filtrate include graded broken stone and
Cross water polyurethane foam.
Described Aerobic Process for Treatment chamber 4 bottom is additionally provided with air-lift device, and described air-lift device can make sewage in described Aerobic Process for Treatment
Roll up and down in intracavity portion.
Described elastic solid filler 22 is made using high molecular polymer, is added with antioxygen inside described high molecular polymer
Agent, hydrophilizing agent, stabilizer and adsorbent.
It is provided with the sparge pipe 7 being connected with described conveyance conduit 1, described sparge pipe 7 and described water storage inside described storage tank 9
The width of case 9 matches, and described sparge pipe 7 outer wall is laid with some apopores.
Described one-level precipitation chamber 14 is provided with soil cleaning port 17 in described receipts at bucket 16.
It is additionally provided with sludge return pipe 5, described mud outside described two-stage precipitation chamber 14 bottom and described anaerobic treatment chamber 3
Reflux line 5 is provided with control valve 13.
When using, sewage enters one-level by blow-off line and precipitates intracavity the present invention, and the grid being provided with can stop larger
The passing through of debris, through shaker arm vibration so that the inorganic particle in sewage accelerates precipitation along with the vibrations of sewage, with
When also the flocculate in sewage is accelerated and swims on sewage surface, sand setting mud etc. fall into receipts bucket in；By lifting
One-level is precipitated the sewage transport on chamber upper strata to anaerobic treatment chamber by pump, the elastic solid filler being provided with described anaerobic treatment chamber
There is adsorption, can form abundant anaerobism and facultative flora, some organic pollutants of not only can degrading, also can be by complexity
Larger molecular organicses water outstanding, be converted into simple small-molecule substance, the material conversion of aerobic biodegradation will be not easy to simultaneously
For being easy to degradation product；In the presence of the undercurrent propeller that sewage is provided with anaerobic treatment chamber, enter after staying for some time
In oxygen processing chamber, under the filtrate and the aeration effect of described aerated conduit in Aerobic Process for Treatment chamber, form aerobic microbiological group, thus
Decompose organic pollutants further, in catabolic process, can be by the dirt in Aerobic Process for Treatment bottom of chamber portion by described air-lift device
Lower rolling waterborne, a part of pollutant are changed into bubble, play the effect of easily decomposing pollutant；In Aerobic Process for Treatment chamber out
Sewage entered in two-stage precipitation chamber by conveyance conduit, sewage continually enters in inclined tube, some fragments and little flco quilt
Precipitate and separate out, is accumulated to two-stage precipitation bottom of chamber portion, and the water after purifying is then external in described epicoele by described storage tank
Outside the outlet pipe device for transferring that portion is provided with, in addition pass through under the distribution of sparge pipe in precipitation process, multiple described inclined tubes all obtain
To the sewage of equivalent, thus the mud that two-stage precipitation bottom of chamber portion piles up will will not sink because certain inclined tube sewage quantity is excessive
The mud of fall has rushed again；Sludge return pipe is opened by the mud after the precipitation of two-stage precipitation chamber by the regular control valve that starts,
Mud is again introduced into anaerobic treatment chamber proceed to decompose.
All parts in traditional sewage disposal device combine by the present invention, form modularity, densification
Structure, reasonable in design, easy transportation and installation, not only effectively save the cost of raw material, and treatment effect is substantially, more important
It is that floor space is little, be suitable for using in the more nervous city of some land resources, saved land resource.
Described above is only presently preferred embodiments of the present invention, and above-mentioned specific embodiment is not limitation of the present invention,
Retouching, modification or equivalent that all those of ordinary skill in the art are made as described above, belong to the guarantor of the present invention
Shield scope.
Claims (10)
1. a kind of overlay sewage processing equipment it is characterised in that: include lower chamber and the epicoele above described lower chamber
Body, is provided with the one-level precipitation chamber being connected with blow-off line, described one-level precipitation chamber and described blow-off line inside described lower chamber
Junction is provided with grid, and described one-level precipitation chamber is in funnel-form, and described one-level precipitation bottom of chamber portion is provided with receipts bucket, and described one-level is sunk
It is additionally provided with multiple vibrating mechanisms, described one-level precipitation chamber liquid outlet is also associated with elevator pump outside the chamber of shallow lake；Described upper cavity includes
The anaerobic treatment chamber that is connected with described elevator pump, pass sequentially through, with described anaerobic treatment chamber, the Aerobic Process for Treatment chamber that conveyance conduit is connected
And second-level settling pond, described anaerobic treatment intracavity portion is respectively equipped with undercurrent propeller and some elastic solid fillers, wherein said
Elastic solid filler is laid in the strong hangs inside of described anaerobic treatment；Described Aerobic Process for Treatment intracavity portion is provided with aerated conduit, described
Aerated conduit surface is provided with some solarization air caps, and described solarization air cap size tapers into towards the direction in described two-stage precipitation chamber, institute
State aerated conduit and be connected with the aerator being provided with outside described Aerobic Process for Treatment chamber；Described two-stage precipitation intracavity portion be respectively equipped with
Storage tank and the mud-water separation mechanism located at described water storage lower box part that described conveyance conduit is connected, described storage tank is on described
Containment portion is connected with outlet pipe, and described mud-water separation mechanism includes the multiple inclined tubes being connected with described the bottom of storage tank, described
Inclined tube end and described two-stage precipitation bottom of chamber portion are provided with certain distance.
2. overlay sewage processing equipment according to claim 1 it is characterised in that: described vibrating mechanism includes being fixed on
Described one-level precipitates the vibrating motor of cavity outer wall, and the shaker arm that intracavity portion is provided with is precipitated, with described one-level, in described vibrating motor one end
It is connected.
3. overlay sewage processing equipment according to claim 1 it is characterised in that: described overlay sewage processing equipment
Outside is provided with People's Bank of China's ladder.
4. overlay sewage processing equipment according to claim 1 it is characterised in that: also connect outside described anaerobic treatment chamber
It is connected to collecting methane pipeline.
5. overlay sewage processing equipment according to claim 1 it is characterised in that: described Aerobic Process for Treatment intracavity portion also sets
There is filtrate, described filtrate includes graded broken stone and crosses water polyurethane foam.
6. overlay sewage processing equipment according to claim 1 it is characterised in that: described Aerobic Process for Treatment bottom of chamber portion is also
It is provided with air-lift device.
7. overlay sewage processing equipment according to claim 1 it is characterised in that: described elastic solid filler is using high
Molecularly Imprinted Polymer is made, and is added with antioxidant, hydrophilizing agent, stabilizer and adsorbent inside described high molecular polymer.
8. overlay sewage processing equipment according to claim 1 it is characterised in that: be provided with inside described storage tank and institute
State the sparge pipe that conveyance conduit is connected, described sparge pipe is matched with the width of described storage tank, and described water distribution pipe outer wall is equal
It is laid with some apopores.
9. overlay sewage processing equipment according to claim 1 it is characterised in that: described one-level precipitation chamber is in described receipts
It is provided with soil cleaning port at bucket.
10. overlay sewage processing equipment according to claim 1 it is characterised in that: described two-stage precipitation bottom of chamber portion with
It is additionally provided with sludge return pipe, described sludge return pipe is provided with control valve outside described anaerobic treatment chamber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610771914.7A CN106365379A (en) | 2016-08-31 | 2016-08-31 | Stacking sewage treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610771914.7A CN106365379A (en) | 2016-08-31 | 2016-08-31 | Stacking sewage treatment equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106365379A true CN106365379A (en) | 2017-02-01 |
Family
ID=57902328
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610771914.7A Pending CN106365379A (en) | 2016-08-31 | 2016-08-31 | Stacking sewage treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106365379A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108126410A (en) * | 2017-12-27 | 2018-06-08 | 北京欧美中科学技术研究院 | A kind of water treatment facilities concentrated water retracting device of classified emission |
| CN108862816A (en) * | 2018-05-30 | 2018-11-23 | 四川奥恒环保科技有限公司 | Enclosed sewage processing unit |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1400174A (en) * | 2002-09-06 | 2003-03-05 | 华南理工大学 | Anaerobic aerobic flocculation precipitation sewage treatment process |
| CN101254979A (en) * | 2008-04-02 | 2008-09-03 | 山东建筑大学 | Domestic sewage dispersant type anaerobic contact treatment technique |
| CN102874973A (en) * | 2011-07-12 | 2013-01-16 | 辽宁省环境科学研究院 | High-efficiency and low-consumption integrated domestic sewage treatment device |
| CN104445830A (en) * | 2014-12-15 | 2015-03-25 | 深圳合续环境科技有限公司 | A3O-MBBR integrated sewage treatment device and sewage treatment method |
| CN104909512A (en) * | 2015-05-14 | 2015-09-16 | 中国电建集团贵阳勘测设计研究院有限公司 | Immigration settlement town domestic sewage treatment system and method |
| CN204661511U (en) * | 2015-05-26 | 2015-09-23 | 四川长河环保工程有限公司 | A kind of laminated type integrated sewage treating apparatus |
-
2016
- 2016-08-31 CN CN201610771914.7A patent/CN106365379A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1400174A (en) * | 2002-09-06 | 2003-03-05 | 华南理工大学 | Anaerobic aerobic flocculation precipitation sewage treatment process |
| CN101254979A (en) * | 2008-04-02 | 2008-09-03 | 山东建筑大学 | Domestic sewage dispersant type anaerobic contact treatment technique |
| CN102874973A (en) * | 2011-07-12 | 2013-01-16 | 辽宁省环境科学研究院 | High-efficiency and low-consumption integrated domestic sewage treatment device |
| CN104445830A (en) * | 2014-12-15 | 2015-03-25 | 深圳合续环境科技有限公司 | A3O-MBBR integrated sewage treatment device and sewage treatment method |
| CN104909512A (en) * | 2015-05-14 | 2015-09-16 | 中国电建集团贵阳勘测设计研究院有限公司 | Immigration settlement town domestic sewage treatment system and method |
| CN204661511U (en) * | 2015-05-26 | 2015-09-23 | 四川长河环保工程有限公司 | A kind of laminated type integrated sewage treating apparatus |
Non-Patent Citations (4)
| Title |
|---|
| 杨春平，罗胜联主编: "《废水处理原理》", 31 December 2012, 长沙：湖南大学出版社, pages: 639 - 521 * |
| 王和蔼主编: "《水生生物学》", 31 August 2002, 北京：中国农业出版社, pages: 335 - 336 * |
| 王嘉儒编译: "《食品工业废水及其处理技术》", 31 May 1987, 中国食品出版社, pages: 236 * |
| 谌建宇等编著: "《典型行业废水氨氮总量控制减排技术评估方法与应用》", 31 July 2016, 中国环境出版社, pages: 104 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108126410A (en) * | 2017-12-27 | 2018-06-08 | 北京欧美中科学技术研究院 | A kind of water treatment facilities concentrated water retracting device of classified emission |
| CN108126410B (en) * | 2017-12-27 | 2024-01-09 | 北京欧美中科学技术研究院 | Concentrated water recovery device of classified discharge water treatment equipment |
| CN108862816A (en) * | 2018-05-30 | 2018-11-23 | 四川奥恒环保科技有限公司 | Enclosed sewage processing unit |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101885570B (en) | Sludge treatment method | |
| CN101591118A (en) | Multifunctional general sewage treatment system | |
| CN102976548A (en) | Zero emission district sewage resource treatment apparatus | |
| CN203568938U (en) | Domestic sewage treatment system | |
| CN103043868B (en) | River sewage processes system and sewage water treatment method | |
| CN202671348U (en) | Treatment system of domestic and production wastewater | |
| CN106365379A (en) | Stacking sewage treatment equipment | |
| CN204714622U (en) | A kind of water treating equipment and flocculation plant | |
| CN101870537A (en) | Integrated baffling internal circulation fluidization sewage treatment device | |
| CN219156733U (en) | Rural sewage treatment plant of low energy consumption | |
| CN205999240U (en) | A kind of overlay sewage processing equipment | |
| CN205061823U (en) | Water pollution control device | |
| CN201648106U (en) | Flat plate-type membrane bioreactor (MBR) processing equipment of coking wastewater | |
| CN201268647Y (en) | Small-sized domestic sewage processing system | |
| CN101585641A (en) | Artificial wetland high-efficiency pre-aeration sewage treatment system | |
| CN101591116A (en) | Small-sized box type modularization general-purpose sewage treating apparatus | |
| CN107434330B (en) | Artificial rapid infiltration sewage treatment method | |
| CN205420040U (en) | Carwash water cyclic utilization returns water purification installation | |
| CN212504433U (en) | Black and odorous river water body treatment system based on ultramicro separation and aerobic biochemical treatment | |
| CN210215087U (en) | Complete treatment system for black and odorous water body | |
| CN210457857U (en) | Sewage treatment system for sewage outfall of river regulation | |
| CN201358192Y (en) | Ecological greenbelt for advanced treatment for cold-rolling emulsified liquid wastewater | |
| CN112573757A (en) | Fresh leachate treatment combined system and process suitable for household garbage transfer station | |
| CN101333056A (en) | Simple box type modularization sewage treating apparatus | |
| CN111320340A (en) | Bioreactor for treating garbage transfer station pressed leachate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |