CN207435149U - A kind of integration MBR sewage disposal devices - Google Patents
A kind of integration MBR sewage disposal devices Download PDFInfo
- Publication number
- CN207435149U CN207435149U CN201721493272.5U CN201721493272U CN207435149U CN 207435149 U CN207435149 U CN 207435149U CN 201721493272 U CN201721493272 U CN 201721493272U CN 207435149 U CN207435149 U CN 207435149U
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- Prior art keywords
- zone
- water
- aerobic zone
- aerobic
- sewage disposal
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- 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.)
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Links
- 239000010865 sewage Substances 0.000 title claims abstract description 19
- 230000010354 integration Effects 0.000 title claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 60
- 239000010802 sludge Substances 0.000 claims abstract description 29
- 238000005273 aeration Methods 0.000 claims abstract description 23
- 238000009833 condensation Methods 0.000 claims abstract description 20
- 230000005494 condensation Effects 0.000 claims abstract description 20
- 239000012528 membrane Substances 0.000 claims abstract description 20
- 238000011001 backwashing Methods 0.000 claims abstract description 17
- 238000004519 manufacturing process Methods 0.000 claims abstract description 14
- 238000011010 flushing procedure Methods 0.000 claims description 11
- 239000000126 substance Substances 0.000 claims description 5
- 238000007599 discharging Methods 0.000 claims description 4
- 238000005192 partition Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 8
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 241001148470 aerobic bacillus Species 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 241001148471 unidentified anaerobic bacterium Species 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- DNJIEGIFACGWOD-UHFFFAOYSA-N ethanethiol Chemical compound CCS DNJIEGIFACGWOD-UHFFFAOYSA-N 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
The utility model discloses a kind of integration MBR sewage disposal devices,Including anaerobic zone,Aerobic zone,Tube settling district,Sludge condensation area,Clear water zone and equipment room,Anaerobic zone top side is provided with an overflow port connected with aerobic zone,MBR membrane modules are built-in in the aerobic zone,Aerobic zone connects clear water zone by water production system,The tube settling district and sludge condensation area are set in turn in the lower part of aerobic zone,Aerobic zone bottom is provided with aerating system,The aerating system includes an aeration tube for being located at aerobic zone and the Aeration fan positioned at equipment room,The Aeration fan is connected with aeration tube by tracheae,It is additionally provided with a backwashing system being connected with MBR membrane modules,Anaerobic and aerobic biological unit is combined as a whole with embrane method (MBR) in the utility model traditional handicraft,Overcome traditional process equipment shortcoming,Stablize using the effect that efficiently separates of film and improve effluent quality,Adaptability is good.
Description
Technical field
The utility model is related to technical field of sewage, and in particular to a kind of integration MBR sewage disposal devices.
Background technology
As modern civilization develops rapidly, water pollution problems has become one of major issue for threatening human development.It is raw
The waste water that sewage, that is, mankind living generate in production and life process is carried out, is one of important pollution sources, water quality characteristics：Nitrogen phosphorus
Content is higher, and in the case where nature anaerobic bacteria acts on, perishable generation stench influences surrounding enviroment.It is more at present for such waste water
Using traditional active sludge and biomembrane process equipment etc., there are some defects, such as：Traditional handicraft utilizes gravity,
Mud-water separation is carried out using the method for natural subsidence, actual separating effect is bad；Aeration tank sludge concentration strictly controls, dirty
Mud concentration is relatively low；It is more demanding etc. to operating load, aeration quantity and aeration tank dissolved oxygen amount.
Utility model content
(1) technical problems to be solved
In order to overcome the shortage of prior art, it is proposed that a kind of integration MBR sewage disposal devices, by anaerobism in traditional handicraft
It is combined as a whole with aerobic biological unit and embrane method (MBR), overcomes traditional process equipment shortcoming, utilize efficiently separating for film
Effect stablizes and improves effluent quality, and adaptability is good.
(2) technical solution
The utility model is achieved through the following technical solutions：The utility model proposes a kind of integration MBR sewage disposals
Equipment, including anaerobic zone, aerobic zone, tube settling district, sludge condensation area, clear water zone and equipment room, the anaerobic zone top
Side is provided with an overflow port connected with aerobic zone, is built-in with MBR membrane modules in the aerobic zone, aerobic zone is by producing water system
System connection clear water zone, the tube settling district and sludge condensation area are set in turn in the lower part of aerobic zone, and aerobic zone bottom is set
Aerating system is equipped with, the aerating system includes an aeration tube for being located at aerobic zone and the Aeration fan positioned at equipment room, institute
It states Aeration fan to be connected by tracheae with aeration tube, is additionally provided with a backwashing system being connected with MBR membrane modules.
Further, the bottom of the sludge condensation area is provided with return duct and mud discharging pipe, and the return duct connects
It is connected to anaerobic zone bottom.
Further, the water production system connects MBR membrane modules water outlet and the water producing pipe of clear water zone respectively including one
Road is provided with production water pump in the water producing pipe road.
Further, the backwashing system includes a flushing line, and described flushing line one end connects MBR membrane modules,
The other end connects water source end, and the water source end is one kind in water storage barrel or clear water zone the two, is provided in the flushing line
One backwashing pump.
Further, it is provided with chemicals dosing plant in the flushing line.
Further, the tube settling district be with partition aerobic zone and sludge condensation area blocks, the blocks
On be provided with the through holes of several up/down perforations, the through hole is skewed.
Further, its section of the sludge condensation area is inverted trapezoidal bucket shape.
(3) advantageous effect
The utility model has the advantages that compared with the prior art：
A kind of integration MBR sewage disposal devices that the utility model is mentioned utilize gravitational settling and MBR membrane modules
Water process can be efficiently carried out, improves effluent quality, natural subsidence efficiency can be improved additionally by setting tube settling district,
Mud-water separation effect is improved, reduces live load, additionally by backwashing system is provided with, is improved at film service life and water
Manage effect.
Description of the drawings
Fig. 1 is the utility model structure diagram.
1- anaerobic zones；2- aerobic zones；3- tube settling districts；4- sludge condensation areas；5- clear water zones；6- equipment rooms；7- overflows
Mouthful；8-MBR membrane modules；9- water production systems；10- return ducts；11- aerating systems；12- backwashing systems；13- mud discharging pipes；
14- produces water pump；15- backwashing pumps；16- chemicals dosing plants；111- aeration tubes；112- Aeration fans.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, is further elaborated the utility model.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
A kind of integration MBR sewage disposal devices as shown in Figure 1, including anaerobic zone 1, aerobic zone 2, tube settling district 3,
Sludge condensation area 4, clear water zone 5 and equipment room 6, the 1 top side of anaerobic zone are provided with an overflow connected with aerobic zone 2
Mouthfuls 7, MBR membrane modules 8 are built-in in the aerobic zone 2, and aerobic zone 2 connects clear water zone 5 by water production system 9, and the inclined tube sinks
Shallow lake area 3 and sludge condensation area 4 are set in turn in the lower part of aerobic zone 2, and 2 bottom of aerobic zone is provided with aerating system 11, described
Aerating system 11 includes an aeration tube 111 for being located at aerobic zone 2 and the Aeration fan 112 positioned at equipment room 6, the aeration wind
Machine 112 is connected with aeration tube 111 by tracheae, is additionally provided with a backwashing system 12 being connected with MBR membrane modules 8.
Wherein, the bottom of the sludge condensation area 4 is provided with return duct 10 and mud discharging pipe 13, the return duct 10
It is connected to 1 bottom of anaerobic zone；The water production system 9 includes a production for connecting 8 water outlet of MBR membrane modules and clear water zone 5 respectively
Water lines are provided with production water pump 14 in the water producing pipe road；The backwashing system 12 includes a flushing line, the flush pipe
Road one end connection MBR membrane modules 8, other end connection water source end, the water source end is one in 5 the two of water storage barrel or clear water zone
Kind, it is provided with a backwashing pump 15 in the flushing line；Chemicals dosing plant 16 is provided in the flushing line；The tube settling
Area 3 is the blocks with partition aerobic zone 2 and sludge condensation area 4, and the through hole of several up/down perforations is provided on the blocks,
The through hole is skewed；Described its section of sludge condensation area 4 is inverted trapezoidal bucket shape.
A kind of integration MBR sewage disposal devices that the utility model is mentioned, when specifically used, first arrange sewage
Enter anaerobic zone 1, the activated sludge containing anaerobic bacteria is provided in anaerobic zone 1, then treated water source is again by overflow port 7
Aerobic zone 2 is entered, the activated sludge containing aerobic bacteria is provided in aerobic zone 2, is worked by Aeration fan 12 so that aeration
Pipe 111 increases the oxygen in aerobic zone 2, so as to improve aerobic bacteria decomposition efficiency, by opening the production water being located in water production system 9
Pump 14, the water in aerobic zone 2 enter clear water zone 5 after the filtering of MBR membrane modules is completed, and whole device is in work one
After the section time, can water pump 14 be produced by stopping, opening simultaneously the backwashing pump 15 in backwashing system 12, it can be right
MBR membrane modules 8 are backwashed, and prevent MBR membrane modules from blocking and impacting filter effect, backwashing system 12 can be special
One water storage barrel of setting is directly backwashed using the clear water in clear water zone 5, in backwash process, can pass through dosing
Medicament is rinsed in the addition of device 16, so as to improve MBR membrane modules backwash work efficiency, production water pump 14, backwashing pump 15, chemicals dosing plant
16 can be arranged in equipment room 6.
Sludge in aerobic zone 2 is entering sludge condensation area after sedimentation by the inclined tube in tube settling district 3
4, the progress of anaerobic zone 1 circulating filtration is finally being entered by return duct 10, tube settling district 3 can improve effect of settling, keep away
Exempt from sludge and be directly entered sludge condensation area 4, after sludge concentration is higher, can sludge be opened simultaneously by closing volume pipe
Delivery pipe 13 discharges sludge from whole device.
Embodiment described above is only that the preferred embodiment of the utility model is described, not to this practicality
New spirit and scope are defined.Without departing from the design concept of the present utility model, ordinary people in the field couple
The all variations and modifications that the technical solution of the utility model is made, should fall within the protection scope of the present utility model, this reality
With new claimed technology contents, all record in detail in the claims.
Claims (7)
1. a kind of integration MBR sewage disposal devices, it is characterised in that：Including anaerobic zone (1), aerobic zone (2), tube settling district
(3), sludge condensation area (4), clear water zone (5) and equipment room (6), anaerobic zone (1) the top side be provided with one with it is aerobic
The overflow port (7) of area (2) connection, the aerobic zone (2) is interior to be built-in with MBR membrane modules (8), and aerobic zone (2) pass through water production system
(9) connection clear water zone (5), the tube settling district (3) and sludge condensation area (4) are set in turn in the lower part of aerobic zone (2),
Aerobic zone (2) bottom is provided with aerating system (11), and the aerating system (11) includes an aeration tube for being located at aerobic zone (2)
(111) and the Aeration fan (112) positioned at equipment room (6), the Aeration fan (112) pass through tracheae with aeration tube (111)
Connection, is additionally provided with a backwashing system (12) being connected with MBR membrane modules (8).
2. a kind of integration MBR sewage disposal devices according to claim 1, it is characterised in that：The sludge condensation area
(4) bottom is provided with return duct (10) and mud discharging pipe (13), and the return duct (10) is connected to anaerobic zone (1) bottom
End.
3. a kind of integration MBR sewage disposal devices according to claim 1, it is characterised in that：The water production system (9)
It connects the water producing pipe road of MBR membrane modules (8) water outlet and clear water zone (5) respectively including one, is provided in the water producing pipe road
Produce water pump (14).
4. a kind of integration MBR sewage disposal devices according to claim 1, it is characterised in that：The backwashing system
(12) flushing line, flushing line one end connection MBR membrane modules (8), other end connection water source end, the water source are included
It holds as one kind in water storage barrel or clear water zone (5) the two, a backwashing pump (15) is provided in the flushing line.
5. a kind of integration MBR sewage disposal devices according to claim 4, it is characterised in that：In the flushing line
It is provided with chemicals dosing plant (16).
6. a kind of integration MBR sewage disposal devices according to claim 1, it is characterised in that：The tube settling district
(3) it is partition aerobic zone (2) and the blocks of sludge condensation area (4), the logical of several up/down perforations is provided on the blocks
Hole, the through hole are skewed.
7. a kind of integration MBR sewage disposal devices according to claim 1, it is characterised in that：The sludge condensation area
(4) its section is inverted trapezoidal bucket shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721493272.5U CN207435149U (en) | 2017-11-10 | 2017-11-10 | A kind of integration MBR sewage disposal devices |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721493272.5U CN207435149U (en) | 2017-11-10 | 2017-11-10 | A kind of integration MBR sewage disposal devices |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207435149U true CN207435149U (en) | 2018-06-01 |
Family
ID=62288640
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721493272.5U Expired - Fee Related CN207435149U (en) | 2017-11-10 | 2017-11-10 | A kind of integration MBR sewage disposal devices |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207435149U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109748457A (en) * | 2019-01-24 | 2019-05-14 | 湖南华芝洁环保科技有限公司 | A kind of sewage water treatment method of integrated machine for sewage treatment |
| CN111362511A (en) * | 2020-03-24 | 2020-07-03 | 中国海诚工程科技股份有限公司 | Distributed rural domestic sewage high-efficiency denitrification and carbon removal integrated device |
| CN116022966A (en) * | 2023-02-02 | 2023-04-28 | 盐城工学院 | Sewage total nitrogen removing device |
-
2017
- 2017-11-10 CN CN201721493272.5U patent/CN207435149U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109748457A (en) * | 2019-01-24 | 2019-05-14 | 湖南华芝洁环保科技有限公司 | A kind of sewage water treatment method of integrated machine for sewage treatment |
| CN109748457B (en) * | 2019-01-24 | 2022-02-22 | 湖南华芝洁环保科技有限公司 | Sewage treatment method of sewage treatment all-in-one machine |
| CN111362511A (en) * | 2020-03-24 | 2020-07-03 | 中国海诚工程科技股份有限公司 | Distributed rural domestic sewage high-efficiency denitrification and carbon removal integrated device |
| CN116022966A (en) * | 2023-02-02 | 2023-04-28 | 盐城工学院 | Sewage total nitrogen removing device |
| CN116022966B (en) * | 2023-02-02 | 2023-06-30 | 盐城工学院 | Sewage total nitrogen removing device |
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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 |
Granted publication date: 20180601 |