CN206457371U - Integral type multi-stage sewage treatment device - Google Patents
Integral type multi-stage sewage treatment device Download PDFInfo
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- CN206457371U CN206457371U CN201621422672.2U CN201621422672U CN206457371U CN 206457371 U CN206457371 U CN 206457371U CN 201621422672 U CN201621422672 U CN 201621422672U CN 206457371 U CN206457371 U CN 206457371U
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- reative cell
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Abstract
The utility model discloses integral type multi-stage sewage treatment device, including housing.The first reative cell, the second reative cell and mud chamber are provided with housing.First reative cell and the second reative cell are internal structure identical reative cell.The inner cylinder of open at its lower end is equipped with two reative cells.Provided with the water inlet pipe that the first inner cylinder top is extended outside housing in first reative cell.The floating stuffing that centre position plugs aeration tube is equipped with two inner cylinders.The top of dividing plate is communicated with the connecting tube of two reative cells.Hull outside is provided with aerator, and aerator is connected with aeration tube.Submersible sewage pump is provided with the sludge area of mud chamber, submersible sewage pump is reached outside housing by discharge pipeline, tube settling district is provided with tube settler, exhalant region is provided with outlet pipe.The equipment of multiple difference in functionalitys is rationally brought together by the utility model, and multistage decontamination and water body precipitation purification are realized in limited space, and floor space is small, the treatment effeciency of sanitary sewage is significantly improved, with wide market prospects.
Description
Technical field
The utility model is related to integral type multi-stage sewage treatment device.
Background technology
China is agricultural population big country, and rural area is vast, and the tens million of tons of sanitary sewage, and most of rural areas are produced daily
Area all lacks special sewage treatment facility, and the domestic sewage in rural areas overwhelming majority is directly discharged into river course without any processing
Or be expelled to behind outdoor vacant lot under infiltration, small part still permeates the ground after septic tank simple process, severe contamination
Lower water.
The biological membrane processing method of sewage is a kind of sewage aerobic biologic treating technique arranged side by side with activated sludge process.This place
The essence of logos is bacterium and the microorganism and protozoan of the class of mushroom one, the microfauna of the class of metazoa one is attached to certain
Growth reproduction on a little carriers, and membranaceous biological sludge is formed on, form biofilm packing.Sewage and biofilm packing connect
Touch, the organic pollution in sewage, be Institute of Micro-biology's intake on biomembrane as nutriment, sewage is purified, micro- life
Thing itself also obtains procreation propagation.By the metabolism of microorganism, make to be in solution, colloid and fine suspended state in waste water
Organic pollution, be converted into stabilization, the waste water treatment process of harmless material.Current most of sewage-treatment plants all include
Provided with regulating reservoir, multiple reactors and sedimentation basin etc. in one device area of multiple equipment composition, a device area, device is accounted for
Ground area is big, and manufacture and maintenance cost are all high, it is impossible to be generalized to the rural area of remote sites.
Utility model content
The purpose of this utility model is to provide a kind of manufacture and the integral type multi-stage sewage that maintenance cost is low, floor space is small
Processing unit.
Realizing the technical scheme of the utility model purpose is：Integral type multi-stage sewage treatment device, including housing, the shell
The first reative cell, the second reative cell and mud chamber are provided with vivo, and mud chamber is arranged on the first reative cell and the second reative cell
Lower section, the first reative cell and the second reative cell are separated by dividing plate.
The first inner cylinder is provided with first reative cell；The first inner cylinder upper end connects with the first reative cell upper end closed
Connect, the lower end of the first inner cylinder inside the first reative cell for unenclosed construction and with connecting；Provided with water inlet in first reative cell
Pipe, water inlet pipe extends the first inner cylinder top outside housing；The first floating stuffing, the first floating stuffing are provided with first inner cylinder
Upper end be less than water inlet pipe, the lower end of the first floating stuffing is higher than the lower end of the first inner cylinder；The centre of first floating stuffing
Position is inserted with the first aeration tube；The top of the dividing plate is communicated with the first connection of the first reative cell and the second reative cell
Pipe.
The second inner cylinder is provided with second reative cell；The second inner cylinder upper end connects with the second reative cell upper end closed
Connect, the lower end of the second inner cylinder inside the second reative cell for unenclosed construction and with connecting；First connecting tube is by the first reaction
Interior extends the top of the second inner cylinder；The second floating stuffing is provided with second inner cylinder, the upper end of the second floating stuffing is less than
First connecting tube, the lower end of the second floating stuffing is higher than the lower end of the second inner cylinder；The centre position of second floating stuffing by
It is inserted with the second aeration tube；Provided with the second connecting tube connected with mud chamber in second reative cell.
The hull outside is provided with aerator, and aerator is connected with the first aeration tube, the second aeration tube.
The mud chamber includes sludge area, tube settling district and the exhalant region set from the bottom to top；In the sludge area
Provided with the submersible sewage pump for spoil disposal, submersible sewage pump is reached outside housing by discharge pipeline；The tube settling district is provided with tube settler；
The exhalant region is provided with outlet pipe, and outlet pipe is connected to outside housing.
The first multistage first for being responsible for and being arranged on the first supervisor lower end that first aeration tube includes vertically is in charge of；
Aerator outside the upper end of first supervisor and housing is connected, and lower end and the multistage of the first supervisor are in the first of diverging ray
It is in charge of connection；Described first is in charge of provided with multiple solarization air caps；Second aeration tube includes vertical second and is responsible for and sets
The multistage second in the second supervisor lower end is put to be in charge of；Aerator outside the upper end of second supervisor and housing is connected, the second master
The lower end of pipe is in charge of with multistage in the second of diverging ray to be connected；Described second is in charge of provided with multiple solarization air caps.
The first of first aeration tube is in charge of the lower end position that bottom is higher than the first inner cylinder；Second aeration tube
Second is in charge of the lower end position that bottom is higher than the second inner cylinder.
Access hole is equipped with the housing of first reative cell and the second reative cell.
Above-mentioned technical proposal is employed, the utility model has following beneficial effect：The utility model is by multiple differences
The equipment of function is rationally brought together, and multistage decontamination and water body precipitation purification, floor space are realized in limited space
Small, manufacturing cost is low, is adapted to vast rural area and uses；Floating stuffing and aeration tube are disposed entirely within inside inner cylinder simultaneously, it is ensured that
Optimum working state during aeration, significantly improves the treatment effeciency of sanitary sewage, with wide market prospects.
Brief description of the drawings
In order that content of the present utility model is easier to be clearly understood, below according to specific embodiment and with reference to attached
Figure, is described in further detail to the utility model, wherein
Fig. 1 is structural representation of the present utility model.
Embodiment
(embodiment 1)
See and the first reative cell is provided with Fig. 1, the integral type multi-stage sewage treatment device of the present embodiment, including housing, housing
1st, the second reative cell 2 and mud chamber 3, mud chamber 3 are arranged on the lower section of the first reative cell 1 and the second reative cell 2, the first reaction
The reative cell 2 of room 1 and second is separated by dividing plate 4.
The first inner cylinder 1-1 is provided with first reative cell 1, the first inner cylinder 1-1 upper ends connect with the upper end closed of the first reative cell 1
Connect, the first inner cylinder 1-1 lower end connects for unenclosed construction and with the inside of the first reative cell 1.Provided with water inlet in first reative cell 1
Pipe 1-2, water inlet pipe 1-2 extend the first inner cylinder 1-1 tops outside housing.The first floating stuffing 1-3 is provided with first inner cylinder 1-1,
Lower end of the first floating stuffing 1-3 upper end less than water inlet pipe 1-2, the first floating stuffing 1-3 is higher than under the first inner cylinder 1-1
End.First floating stuffing 1-3 centre position is inserted with the first aeration tube 1-4.The top of dividing plate 4 is communicated with the first reative cell
1 and second reative cell 2 the first connecting tube 2-2.
The second inner cylinder 2-1 is provided with second reative cell 2, the second inner cylinder 2-1 upper ends connect with the upper end closed of the second reative cell 2
Connect, the second inner cylinder 2-1 lower end connects for unenclosed construction and with the inside of the second reative cell 2.First connecting tube 2-2 is anti-by first
Answer and the second floating stuffing 2-3, the second floating stuffing 2-3 is provided with the top that the second inner cylinder 2-1 is extended in room 1, the second inner cylinder 2-1
Upper end less than the first connecting tube 2-2, the second floating stuffing 2-3 lower end be higher than the second inner cylinder 2-1 lower end.Second, which suspends, fills out
Expect 2-3 centre position by being inserted with the second aeration tube 2-4.It is provided with and is connected with the second of the connection of mud chamber 3 in second reative cell 2
Pipe 3-1.Access hole 10 is equipped with the housing of first reative cell 1 and the second reative cell 2.
Hull outside is provided with aerator 5, and aerator 5 is connected with the first aeration tube 1-4, the second aeration tube 2-4.First aeration
Pipe 1-4 includes vertical the first supervisor 1-4-1 and is arranged on the multistages first of the first supervisor 1-4-1 lower ends being in charge of 1-4-2, the
Aerator 5 outside one supervisor 1-4-1 upper end and housing is connected, and the first supervisor 1-4-1 lower end and multistage are in diverging ray
First be in charge of 1-4-2 connections, first is in charge of 1-4-2 provided with multiple solarization air caps.Second aeration tube 2-4 includes vertical second
Supervisor 2-4-1 and be arranged on the multistages second of the second supervisor 2-4-1 lower ends and be in charge of 2-4-2, the second supervisor 2-4-1 upper end with
Aerator 5 outside housing is connected, and the second supervisor 2-4-1 lower end is in charge of 2-4-2 in the second of diverging ray with multistage and is connected,
Second is in charge of 2-4-2 provided with multiple solarization air caps.The first of first aeration tube 1-4 is in charge of 1-4-2 bottoms higher than the first inner cylinder
1-1 lower end position, the second of the second aeration tube 2-4 is in charge of the lower end position that 2-4-2 bottoms are higher than the second inner cylinder 2-1.
Mud chamber 3 includes sludge area 3-2, tube settling district 3-3 and the exhalant region 3-4 set from the bottom to top.Sludge area
The submersible sewage pump 6 for spoil disposal is provided with 3-2, submersible sewage pump 6 is reached outside housing by discharge pipeline 7.Tube settling district 3-3 is provided with inclined tube
Settling vessel 8.Exhalant region 3-4 is provided with outlet pipe 9, and outlet pipe 9 is connected to outside housing.
Technological process of the present utility model：The water inlet pipe 1-2 of sewage from the first reative cell 1 is entered in first outside housing
The first floating stuffing 1-3 with biomembrane in cylinder 1-1 tops, the first inner cylinder 1-1 declines in the first aeration tube 1-4 working conditions
The organic pollution in sewage is solved, the sewage after degraded enters the second inner cylinder 2-1 top from the first connecting tube 2-2；Second
The second floating stuffing 2-3 with biomembrane in inner cylinder 2-1 degrades organic in sewage under the second aeration tube 2-4 working conditions
Pollutant, the sewage after secondary degraded enters in mud chamber 3 from the second connecting tube 3-1；Sewage after secondary degraded is flowed up,
Solid deposits are because the conduct of tube settler 8 is gradually deposited in sludge area 3-2, and sludge area 3-2 immobilized sediment leads to
Cross submersible sewage pump 6 and be transported to outside further processing；Water after final clarification is transported to outside housing from exhalant region 3-4 outlet pipe 9.
Particular embodiments described above, has carried out entering one to the purpose of this utility model, technical scheme and beneficial effect
Step is described in detail, be should be understood that and be the foregoing is only specific embodiment of the utility model, is not limited to this
Utility model, all within spirit of the present utility model and principle, any modification, equivalent substitution and improvements done etc. all should be wrapped
It is contained within protection domain of the present utility model.
Claims (4)
1. integral type multi-stage sewage treatment device, including housing, it is characterised in that：In the housing provided with the first reative cell (1),
Second reative cell (2) and mud chamber (3), mud chamber (3) are arranged on the lower section of the first reative cell (1) and the second reative cell (2),
First reative cell (1) and the second reative cell (2) are separated by dividing plate (4)；
The first inner cylinder (1-1) is provided with first reative cell (1)；First inner cylinder (1-1) upper end and the first reative cell (1)
Upper end closed is connected, and the lower end of the first inner cylinder (1-1) inside the first reative cell (1) for unenclosed construction and with connecting；Described
Water inlet pipe (1-2) is provided with one reative cell (1), water inlet pipe (1-2) extends the first inner cylinder (1-1) top outside housing；Described
The first floating stuffing (1-3) is provided with one inner cylinder (1-1), the upper end of the first floating stuffing (1-3) is less than water inlet pipe (1-2), the
The lower end of one floating stuffing (1-3) is higher than the lower end of the first inner cylinder (1-1)；The centre position of first floating stuffing (1-3)
It is inserted with the first aeration tube (1-4)；The top of the dividing plate (4) is communicated with the first reative cell (1) and the second reative cell (2)
First connecting tube (2-2)；
The second inner cylinder (2-1) is provided with second reative cell (2)；Second inner cylinder (2-1) upper end and the second reative cell (2)
Upper end closed is connected, and the lower end of the second inner cylinder (2-1) inside the second reative cell (2) for unenclosed construction and with connecting；Described
One connecting tube (2-2) extends the second inner cylinder (2-1) top in the first reative cell (1)；It is provided with second inner cylinder (2-1)
Second floating stuffing (2-3), the upper end of the second floating stuffing (2-3) is less than the first connecting tube (2-2), the second floating stuffing (2-
3) lower end is higher than the lower end of the second inner cylinder (2-1)；The centre position of second floating stuffing (2-3) is by being inserted with the second exposure
Tracheae (2-4)；Provided with the second connecting tube (3-1) connected with mud chamber (3) in second reative cell (2)；
The hull outside is provided with aerator (5), and aerator (5) is connected with the first aeration tube (1-4), the second aeration tube (2-4)；
The mud chamber (3) includes sludge area (3-2), tube settling district (3-3) and the exhalant region (3- set from the bottom to top
4)；The submersible sewage pump (6) for spoil disposal is provided with the sludge area (3-2), submersible sewage pump (6) is reached outside housing by discharge pipeline (7)；
The tube settling district (3-3) is provided with tube settler (8)；The exhalant region (3-4) is provided with outlet pipe (9), and outlet pipe (9) is even
It is connected to outside housing.
2. integral type multi-stage sewage treatment device according to claim 1, it is characterised in that：First aeration tube (the 1-
4) include vertical the first supervisor (1-4-1) and be arranged on the multistage first of the first supervisor (1-4-1) lower end being in charge of (1-4-
2)；Aerator (5) outside the upper end of first supervisor (1-4-1) and housing is connected, and first is responsible for the lower end of (1-4-1) and many
Section is in charge of (1-4-2) connection in the first of diverging ray；Described first is in charge of (1-4-2) provided with multiple solarization air caps；It is described
Second aeration tube (2-4) includes vertical the second supervisor (2-4-1) and is arranged on the multistage the of the second supervisor (2-4-1) lower end
Two are in charge of (2-4-2)；Aerator (5) outside the upper end of second supervisor (2-4-1) and housing is connected, the second supervisor (2-4-
1) it is in charge of (2-4-2) in the second of diverging ray with multistage and is connected in lower end；Described second is in charge of (2-4-2) provided with multiple
Solarization air cap.
3. integral type multi-stage sewage treatment device according to claim 1, it is characterised in that：First aeration tube (the 1-
4) first is in charge of the lower end position that (1-4-2) bottom is higher than the first inner cylinder (1-1)；The of second aeration tube (2-4)
Two are in charge of the lower end position that (2-4-2) bottom is higher than the second inner cylinder (2-1).
4. integral type multi-stage sewage treatment device according to claim 1, it is characterised in that：First reative cell (1)
Access hole (10) is equipped with the housing of the second reative cell (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621422672.2U CN206457371U (en) | 2016-12-22 | 2016-12-22 | Integral type multi-stage sewage treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621422672.2U CN206457371U (en) | 2016-12-22 | 2016-12-22 | Integral type multi-stage sewage treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206457371U true CN206457371U (en) | 2017-09-01 |
Family
ID=59698462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621422672.2U Active CN206457371U (en) | 2016-12-22 | 2016-12-22 | Integral type multi-stage sewage treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206457371U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106746219A (en) * | 2016-12-22 | 2017-05-31 | 常州金杉环保科技有限公司 | Integral type multi-stage sewage treatment device |
| CN113018976A (en) * | 2021-03-18 | 2021-06-25 | 国合绿材科技(江苏)有限公司 | Be applied to rainwater collection processing apparatus of sponge city construction |
-
2016
- 2016-12-22 CN CN201621422672.2U patent/CN206457371U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106746219A (en) * | 2016-12-22 | 2017-05-31 | 常州金杉环保科技有限公司 | Integral type multi-stage sewage treatment device |
| CN113018976A (en) * | 2021-03-18 | 2021-06-25 | 国合绿材科技(江苏)有限公司 | Be applied to rainwater collection processing apparatus of sponge city construction |
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