CN207016632U - One kind is without aeration water treatment facilities - Google Patents
One kind is without aeration water treatment facilities Download PDFInfo
- Publication number
- CN207016632U CN207016632U CN201720585394.0U CN201720585394U CN207016632U CN 207016632 U CN207016632 U CN 207016632U CN 201720585394 U CN201720585394 U CN 201720585394U CN 207016632 U CN207016632 U CN 207016632U
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- CN
- China
- Prior art keywords
- tank
- water
- filtering
- filtering tank
- disk
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses one kind without aeration water treatment facilities,Including storage of waste water tank,Filtering tank,Anaerobic process tank and aerobic treatment tank,The storage of waste water tank is connected by aqueduct with the water inlet on filtering tank,Disk is installed in the filtering tank,The disk is connected by rotary shaft with motor,Multiple filter membrane poles are uniformly installed in the lower disk surface,Multiple laminations are connected with the filter membrane pole,The disk is provided with multiple through holes,The water inlet is connected by water ring with filtering tank,The water ring is arranged on the filtering pot sidewall below filter membrane pole,The bottom of the filtering tank is provided with sewage draining exit,The top of the filtering tank is provided with delivery port,The delivery port is connected by water pump with the bottom of anaerobic process tank,The top of the anaerobic process tank is connected by aqueduct with the top of aerobic treatment tank.The utility model can effectively handle the pollutant in waste water, possess the advantages of cost-effective and saving energy.
Description
Technical field
Technical field of sewage is the utility model is related to, it is specially a kind of without aeration water treatment facilities.
Background technology
Sewage disposal technology is to realize water body purification after water pollutant is enriched with by certain technological means
One technology, large-scale Sewage Treatment Project is typically necessary to be completed in special sewage treatment plant.At present, it is existing domestic exhausted
Most of processing sanitary sewage and sewage apparatus that can be biochemical all remove the dirt such as COD, BOD5 and ammonia nitrogen removal using activated sludge process
Contaminate thing.But not only sewage treating efficiency is low for this processing mode, and the energy is wasted, and then cause processing cost higher.
Utility model content
The purpose of this utility model is to provide one kind without aeration water treatment facilities, can effectively handle the pollution in waste water
Thing, possess the advantages of cost-effective and saving energy, solve the problems, such as proposed in above-mentioned background technology.
To achieve the above object, the utility model provides following technical scheme:One kind is without aeration water treatment facilities, including gives up
Water store tank, filtering tank, anaerobic process tank and aerobic treatment tank, the storage of waste water tank pass through aqueduct and entering on filtering tank
The mouth of a river is connected, and is provided with disk in the filtering tank in the horizontal direction, and the disk passes through rotary shaft and the output shaft of motor
It is connected, multiple filter membrane poles is uniformly installed on the lower surface of the disk, staggeredly connected successively on the filter membrane pole
The different lamination of multiple thickness is connected to, multiple through holes are uniformly provided with the disk, the water inlet passes through water ring and filtering tank
Lower chamber be connected, and tangential direction of the opening direction of water inlet along water ring is set, and the water ring is arranged on filter membrane branch
On filtering pot sidewall below bar, the lower chamber of the filtering tank is in inverted cone-shaped structure, and the bottom of filtering tank is provided with
Sewage draining exit, the top of the filtering tank are provided with delivery port, and the delivery port is connected by water pump with the bottom of anaerobic process tank,
The top of the anaerobic process tank is connected by aqueduct with the top of aerobic treatment tank.
Preferably, grid is provided with the storage of waste water tank, the grid is in H type structures, and grid is by stainless steel system
Into.
Preferably, the motor is arranged on the top of filtering tank, and the output shaft of motor through filtering tank and is extended to the over
Inside filter tank.
Preferably, carrier is sticked provided with anaerobe in the anaerobic process tank, being provided with the aerobic treatment tank needs
Oxygen animalcule sticks carrier, and the bottom of aerobic treatment tank is provided with discharge outlet.
Compared with prior art, the beneficial effects of the utility model are as follows:
The utility model is by setting filtering tank, anaerobic process tank and aerobic treatment tank, using without gas explosion microorganism film technique
Technology, can effectively handle the pollutant in waste water, be also equipped with it is cost-effective and save the energy the advantages of, there is popularization and application valency
Value.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of disk in the utility model.
In figure:1- storage of waste water tanks, 2- filtering tanks, 3- anaerobic process tanks, 4- aerobic treatment tanks, 5- aqueducts, 6- water inlets
Mouthful, 7- disks, 8- rotary shafts, 9- motors, 10- filter membrane poles, 11- laminations, 12- through holes, 13- water rings, 14- sewage draining exits,
15- delivery ports, 16- water pumps, 17- aqueducts, 18- grids, 19- discharge outlet.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
Fig. 1, Fig. 2 are referred to, the utility model provides a kind of without aeration water treatment facilities technical scheme:One kind is without water aeration
Processing equipment, including storage of waste water tank 1, filtering tank 2, anaerobic process tank 3 and aerobic treatment tank 4, set in the storage of waste water tank 1
There is the grid 18 for removing the larger debris of volume in sewage, be easy to waste water is smooth to enter subsequent processing device, the grid
18 be in H type structures, and grid 18 is made up of stainless steel, and the storage of waste water tank 1 passes through aqueduct 5 and entering on filtering tank 2
The mouth of a river 6 is connected, and is provided with the horizontal direction in the filtering tank 2 for propping up the filter membrane pole 10 being made up of dirt
The disk 7 of support, the disk 7 are connected by rotary shaft 8 with the output shaft of motor 9, and the motor 9 is arranged on filtering tank 2
Top, and the output shaft of motor 9 through filtering tank 2 and is extended to the over inside filter tank 2, is uniformly pacified on the lower surface of the disk 7
Equipped with multiple filter membrane poles 10, the different lamination 11 of multiple thickness is cross-linked on the filter membrane pole 10 successively,
It may be such that the dirt in sewage to be attached on filter membrane pole 10 in the presence of current and form filter membrane, the filter membrane has filtering
The effect of dirt, multiple through holes 12 are uniformly provided with the disk 7, and the water inlet 6 passes through the cavity of resorption of water ring 13 and filtering tank 2
Body phase is connected, and tangential direction of the opening direction of water inlet 6 along water ring 13 is set, and the water ring 13 is arranged on filter membrane pole
In the side wall of filtering tank 2 of 10 lower sections, the flow velocity of sewage can be so reduced so that the flow regime of sewage is laminar flow in filtering tank 2,
It is easy to dirt in sewage to form filter membrane, the lower chamber of the filtering tank 2 is in inverted cone-shaped structure, and filtering tank 2
Bottom is provided with sewage draining exit 14, and the lower chamber of inverted conical shape can be beneficial to collect the pollution in sewage, be easy to discharge from sewage draining exit 14,
The top of the filtering tank 2 is provided with delivery port 15, and the delivery port 15 is connected by water pump 16 with the bottom of anaerobic process tank 3
It is logical, stick carrier provided with anaerobe in the anaerobic process tank 3, the top of the anaerobic process tank 3 passes through aqueduct 17
It is connected with the top of aerobic treatment tank 4, sticks carrier, and aerobic treatment provided with aerobe in the aerobic treatment tank 4
The bottom of tank 4 is provided with discharge outlet 19.
Operation principle:First, the waste water after slagging-off is passed through in filtering tank 2 by aqueduct 5, water ring 13 can reduce dirt
The flow velocity of water so that the flow regime of sewage is laminar flow in filtering tank 2, and sewage is when flowing through filter membrane pole 10, in current
It may be such that the dirt in sewage is attached on filter membrane pole 10 under effect and form filter membrane, filter membrane can be carried out to sewage
Filter, at the same time, when filter membrane thickness and density exceed preset value, rotated by the driving disk 7 of motor 9, and then drove
Filter membrane pole 10 rotates, and can shake off part dirt so that the thickness and density of filter membrane reduce, and efficient sewage was carried out again
Filter, then, the bottom of anaerobic process tank 3 is supplied to by pretreated waste water, by sticking during current rise
Handled in the anaerobe that anaerobe is sticked on carrier, to remove and the organic pollution in Decomposition Wastewater, place
Waste water after reason is supplied to the top of aerobic treatment tank 4 by aqueduct 17, by sticking during current flow downward
Handled in the aerobe that aerobe is sticked on carrier, to decompose and remove the organic pollution of residual, finally,
Clear water after processing is discharged from the discharge outlet 19 of the bottom of aerobic treatment tank 4.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from principle of the present utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (4)
- It is 1. a kind of without aeration water treatment facilities, including storage of waste water tank (1), filtering tank (2), anaerobic process tank (3) and aerobic place Manage tank (4), it is characterised in that:The storage of waste water tank (1) is connected by aqueduct (5) with the water inlet (6) on filtering tank (2) Connect, disk (7) is installed in the horizontal direction in the filtering tank (2), the disk (7) passes through rotary shaft (8) and motor (9) Output shaft is connected, and multiple filter membrane poles (10), the filter membrane pole are uniformly provided with the lower surface of the disk (7) (10) the different lamination of multiple thickness (11) is cross-linked on successively, multiple through holes (12) are uniformly provided with the disk (7), The water inlet (6) is connected by water ring (13) with the lower chamber of filtering tank (2), and the opening direction of water inlet (6) is along water The tangential direction of ring (13) is set, and the water ring (13) is arranged in filtering tank (2) side wall below filter membrane pole (10), institute The lower chamber for stating filtering tank (2) is in inverted cone-shaped structure, and the bottom of filtering tank (2) is provided with sewage draining exit (14), the mistake The top of filter tank (2) is provided with delivery port (15), the bottom phase that the delivery port (15) passes through water pump (16) and anaerobic process tank (3) Connection, the top of the anaerobic process tank (3) is connected by aqueduct (17) with the top of aerobic treatment tank (4).
- It is 2. according to claim 1 a kind of without aeration water treatment facilities, it is characterised in that:In the storage of waste water tank (1) Provided with grid, the grid (18) is in H type structures, and grid (18) is made up of stainless steel.
- It is 3. according to claim 1 a kind of without aeration water treatment facilities, it is characterised in that:The motor (9) was arranged on The top of filter tank (2), and the output shaft of motor (9) through filtering tank (2) and is extended to the over filter tank (2) inside.
- It is 4. according to claim 1 a kind of without aeration water treatment facilities, it is characterised in that:In the anaerobic process tank (3) Stick carrier provided with anaerobe, the aerobic treatment tank (4) is interior to stick carrier, and aerobic treatment tank provided with aerobe (4) bottom is provided with discharge outlet (19).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720585394.0U CN207016632U (en) | 2017-05-24 | 2017-05-24 | One kind is without aeration water treatment facilities |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720585394.0U CN207016632U (en) | 2017-05-24 | 2017-05-24 | One kind is without aeration water treatment facilities |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207016632U true CN207016632U (en) | 2018-02-16 |
Family
ID=61476972
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720585394.0U Expired - Fee Related CN207016632U (en) | 2017-05-24 | 2017-05-24 | One kind is without aeration water treatment facilities |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207016632U (en) |
-
2017
- 2017-05-24 CN CN201720585394.0U patent/CN207016632U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180216 Termination date: 20200524 |