CN205999240U - A kind of overlay sewage processing equipment - Google Patents
A kind of overlay sewage processing equipment Download PDFInfo
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- CN205999240U CN205999240U CN201620998171.2U CN201620998171U CN205999240U CN 205999240 U CN205999240 U CN 205999240U CN 201620998171 U CN201620998171 U CN 201620998171U CN 205999240 U CN205999240 U CN 205999240U
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- sewage processing
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Abstract
The utility model discloses a kind of overlay sewage processing equipment, upper cavity including lower chamber and above described lower chamber, it is 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 outside described one-level precipitation chamber；Anaerobic treatment chamber that described upper cavity includes being connected with described elevator pump, pass sequentially through, with described anaerobic treatment chamber, Aerobic Process for Treatment chamber and the second-level settling pond that conveyance conduit is connected.Sewage precipitates chamber, anaerobic treatment chamber, Aerobic Process for Treatment chamber and second-level settling pond purified treatment heel row by one-level and goes out outside.Compared with prior art, this utility model compact conformation, easy for installation, area occupied is little, and the city of suitable shortage of land resource uses, and not only effectively increases the effect of sewage purification, and has saved land resource.
Description
Technical field
This utility model is related to technical field of sewage 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, the purpose of this utility model is to provide a kind of overlay sewage processing equipment, effectively solving
The big situation of existing sewage disposal device occupied ground area, improves the bad situation of wastewater treatment efficiency, not only reduces place
Reason cost, and saved land resource.
For reaching above-mentioned purpose, the technical solution adopted in the utility model is：A kind of overlay sewage processing equipment, including
Lower chamber and the upper cavity above described lower chamber, are provided with the one-level precipitation being connected with blow-off line inside described lower chamber
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, and described one
Level precipitation bottom of chamber portion is provided with receipts bucket, is additionally provided with multiple vibrating mechanisms outside described one-level precipitation chamber, and described one-level precipitation chamber goes out liquid
Mouth is also associated with elevator pump；Described upper cavity includes the anaerobic treatment chamber being connected with described elevator pump and described anaerobic treatment chamber
Pass sequentially through Aerobic Process for Treatment chamber and the second-level settling pond that conveyance conduit is connected, described anaerobic treatment intracavity portion is respectively equipped with undercurrent and pushes away
Enter device 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, and described aerated conduit surface is provided with some solarization air caps, described solarization air cap size towards
The direction in described 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 this utility model, and the grid being provided with can stop
The passing through of larger debris, through shaker arm vibration so that inorganic particle in sewage along with sewage vibrations accelerate heavy
Form sediment, also the flocculate in sewage accelerates simultaneously and swim on sewage surface, sand setting mud etc. falls in receipts bucket；Pass through
One-level is precipitated the sewage transport on chamber upper strata to anaerobic treatment chamber by elevator pump, the elastic stereo being provided with described anaerobic treatment chamber
Filler has adsorption, can form abundant anaerobism and facultative flora, some organic pollutants of not only can degrading, also can be by
Complicated larger molecular organicses water is outstanding, is converted into simple small-molecule substance, will be not easy to the material of aerobic biodegradation simultaneously
It is converted into and be easy to degradation product；In the presence of the undercurrent propeller that sewage is provided with anaerobic treatment chamber, stay for some time laggard
Enter in Aerobic Process for Treatment chamber, under the aeration effect of the filtrate in Aerobic Process for Treatment chamber and described aerated conduit, form aerobic microbiological group,
Thus decomposing organic pollutants further, in catabolic process, can be by Aerobic Process for Treatment bottom of chamber portion by described air-lift device
Sewage roll up and down, a part of pollutant are changed into bubble, play the effect of easily decomposing pollutant；In Aerobic Process for Treatment chamber
Sewage out is entered in two-stage precipitation chamber by conveyance conduit, and sewage continually enters in inclined tube, some fragments and little wadding
Body is deposited and separates, and is accumulated to two-stage precipitation bottom of chamber portion, and the water after purifying then passes through described storage tank in described epicoele
Outside the outlet pipe device for transferring that external body is provided with, in addition pass through under the distribution of sparge pipe in precipitation process, multiple described inclined tubes
All obtain the sewage of equivalent, thus the mud that two-stage precipitation bottom of chamber portion piles up will not be because certain inclined tube sewage quantity is excessive by
Mud through sedimentation has rushed again；Sludge return pipe is beaten by the mud after the precipitation of two-stage precipitation chamber by the regular control valve that starts
Open, mud is again introduced into anaerobic treatment chamber and proceeds to decompose.
All parts in traditional sewage disposal device are combined by this utility model, form modularity, compact
The structure changed, reasonable in design, easy transportation and installation, not only effectively save the cost of raw material, and treatment effect is substantially, more
Important is that floor space is little, is suitable for using in the more nervous city of some land resources, has saved land resource；This practicality is new
The shaker arm being provided with type can effectively accelerate the speed of sewage free sedimentation, improves the efficiency of sewage disposal；This practicality is new
The one-level precipitation chamber of type is in funnel-form, and bottom is provided with receipts bucket, is conducive to the collection of mud, the soil cleaning port being provided with is easy to mud
Cleaning transport；It is provided with People's Bank of China's ladder outside described overlay sewage processing equipment, be easy to check sewage disposal situation and maintenance at any time
The convenience of equipment work；It is also associated with collecting methane pipeline, described collecting methane pipeline can supply outside described anaerobic treatment chamber
Daily industry and the needs of life, accomplish resource rational utilization；Sewage from described anaerobic treatment intracavity enters Aerobic Process for Treatment
During chamber, current gradually slow down, and therefore described solarization air cap size tapers into towards the direction in described two-stage precipitation chamber, with
Water velocity matches, and is 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 only blocking of inclined tube, the accumulation to mud has certain buffering effect.
Compared with prior art, this utility model compact conformation, easy for installation, area occupied is little, and suitable land resource is tight
The city opened uses, and not only effectively increases the effect of sewage purification, and has saved land resource.
Brief description
Below according to drawings and Examples, structure and features of the present utility model is further described.
Fig. 1 is structural representation of the present utility model.
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 this utility model, and the grid being provided with can stop
The passing through of larger debris, through shaker arm vibration so that inorganic particle in sewage along with sewage vibrations accelerate heavy
Form sediment, also the flocculate in sewage accelerates simultaneously and swim on sewage surface, sand setting mud etc. falls in receipts bucket；Pass through
One-level is precipitated the sewage transport on chamber upper strata to anaerobic treatment chamber by elevator pump, the elastic stereo being provided with described anaerobic treatment chamber
Filler has adsorption, can form abundant anaerobism and facultative flora, some organic pollutants of not only can degrading, also can be by
Complicated larger molecular organicses water is outstanding, is converted into simple small-molecule substance, will be not easy to the material of aerobic biodegradation simultaneously
It is converted into and be easy to degradation product；In the presence of the undercurrent propeller that sewage is provided with anaerobic treatment chamber, stay for some time laggard
Enter in Aerobic Process for Treatment chamber, under the aeration effect of the filtrate in Aerobic Process for Treatment chamber and described aerated conduit, form aerobic microbiological group,
Thus decomposing organic pollutants further, in catabolic process, can be by Aerobic Process for Treatment bottom of chamber portion by described air-lift device
Sewage roll up and down, a part of pollutant are changed into bubble, play the effect of easily decomposing pollutant；In Aerobic Process for Treatment chamber
Sewage out is entered in two-stage precipitation chamber by conveyance conduit, and sewage continually enters in inclined tube, some fragments and little wadding
Body is deposited and separates, and is accumulated to two-stage precipitation bottom of chamber portion, and the water after purifying then passes through described storage tank in described epicoele
Outside the outlet pipe device for transferring that external body is provided with, in addition pass through under the distribution of sparge pipe in precipitation process, multiple described inclined tubes
All obtain the sewage of equivalent, thus the mud that two-stage precipitation bottom of chamber portion piles up will not be because certain inclined tube sewage quantity is excessive by
Mud through sedimentation has rushed again；Sludge return pipe is beaten by the mud after the precipitation of two-stage precipitation chamber by the regular control valve that starts
Open, mud is again introduced into anaerobic treatment chamber and proceeds to decompose.
All parts in traditional sewage disposal device are combined by this utility model, form modularity, compact
The structure changed, reasonable in design, easy transportation and installation, not only effectively save the cost of raw material, and treatment effect is substantially, more
Important is that floor space is little, is suitable for using in the more nervous city of some land resources, has saved land resource.
Described above is only preferred embodiment of the present utility model, and above-mentioned specific embodiment is not to this utility model
Restriction, retouching, modification or equivalent that all those of ordinary skill in the art are made as described above, belong to this reality
With new protection domain.
Claims (10)
1. a kind of overlay sewage processing equipment it is characterised in that：Epicoele including lower chamber and 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：It is 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 |
|---|---|---|---|
| CN201620998171.2U CN205999240U (en) | 2016-08-31 | 2016-08-31 | A kind of overlay sewage processing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620998171.2U CN205999240U (en) | 2016-08-31 | 2016-08-31 | A kind of overlay sewage processing equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205999240U true CN205999240U (en) | 2017-03-08 |
Family
ID=58196043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620998171.2U Active CN205999240U (en) | 2016-08-31 | 2016-08-31 | A kind of overlay sewage processing equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205999240U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115028323A (en) * | 2022-07-08 | 2022-09-09 | 广东家怡生态环境股份有限公司 | High enriched sewage multi-stage treatment equipment |
-
2016
- 2016-08-31 CN CN201620998171.2U patent/CN205999240U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115028323A (en) * | 2022-07-08 | 2022-09-09 | 广东家怡生态环境股份有限公司 | High enriched sewage multi-stage treatment equipment |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |