CN103964632B - Sewage integrated treatment device - Google Patents
Sewage integrated treatment device Download PDFInfo
- Publication number
- CN103964632B CN103964632B CN201410130958.2A CN201410130958A CN103964632B CN 103964632 B CN103964632 B CN 103964632B CN 201410130958 A CN201410130958 A CN 201410130958A CN 103964632 B CN103964632 B CN 103964632B
- Authority
- CN
- China
- Prior art keywords
- filtering
- housing
- sewage
- rising pipe
- filtering basin
- 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.)
- Active
Links
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
A kind of sewage integrated treatment device, comprise housing (1), anaerobic pond (11) is set in housing (1), packing cavity (12) and filtering basin (13), the through hole communicated with filtering basin (13) is provided with on the top of packing cavity (12), MBR filtering membrane (4) is provided with in filtering basin (13), film chamber in filtering membrane (4) is connected with rising pipe (5), the water-in of rising pipe (5) is positioned at the bottom of filtering basin (13), the water outlet of rising pipe (5) extends housing (1) outside from filtering basin (13) top, rising pipe (5) is provided with the wet-pit (6) filtered water in film chamber can discharged.Its advantage is: sewage is after entering filtering basin, lead to outside pond by MBR filtering membrane, MBR filtering membrane is polyvinylidene fluoride film or ceramic membrane, can filter fine particle, organism and bacterium etc., avoid objectionable impurities to enter film chamber, drawn water by the wet-pit be arranged on rising pipe, impel process water and separated from contaminants, process water enters film chamber and leaves from rising pipe, reaches the effect of clean sewage.
Description
Technical field
The present invention relates to sewage disposal device manufacture technology field, especially a kind of sewage integrated treatment device.
Background technology
Existing a kind of patent No. is that CN201210012564.8 name is called that the Chinese invention patent of " a kind of sewage plant anaerobic reaction system " discloses a kind of sewage plant anaerobic reaction system, its structure includes sewage pond for recovering, equalizing tank, water pump, anaerobic reactor, marsh gas recovery device, the sewage outlet of sewage pond for recovering is connected with the input terminus of equalizing tank, the output terminal of equalizing tank is connected with the input terminus of water pump, water delivery side of pump is communicated with the wastewater inlet of anaerobic reactor, the methane outlet of anaerobic reactor is connected with marsh gas recovery device, the wastewater inlet of anaerobic reactor is arranged at the bottom of anaerobic reactor.A kind of sewage plant anaerobic reaction system of this invention has the advantage that technique is simple, stable, save space and the energy, good sewage processing effect.But this device effectively can not eliminate the objectionable impuritiess such as the less fine particle of diameter, organism and bacterium, and therefore the structure of this device also needs further improvement.
Summary of the invention
Technical problem to be solved by this invention be provide a kind of for above-mentioned prior art present situation and can filter, sterilization removes deimpurity sewage integrated treatment device.
The present invention solves the problems of the technologies described above adopted technical scheme: this sewage integrated treatment device, comprise housing, arrange by the anaerobic pond of sump pump by sewage input in sewage equalizing tank in the housing, it is characterized in that: in described housing, be also provided with the packing cavity placing the filler filtering and absorb bacterium, filtering basin, the gas explosion device passing into gas from the external world is provided with in the bottom of packing cavity, the through hole communicated with filtering basin is provided with on the top of packing cavity, MBR filtering membrane is provided with in described filtering basin, film chamber in described filtering membrane is connected with rising pipe, the water-in of described rising pipe is positioned at the bottom of filtering basin, the water outlet of described rising pipe extends hull outside from filtering basin top, described rising pipe is provided with the wet-pit filtered water in film chamber can discharged.
As improvement, the bending of described filtering membrane is in saving wide trapezoidal of top, space-efficient narrow lower portion.
As improvement, described through hole is positioned in the upper side of packing cavity, is provided with dividing plate in through-holes, and dividing plate is distributed with the water inlet aperture allowing filtered water to pass through, and the aperture of described water inlet aperture is less than the aperture of filler.
As improvement, the outlet pass of described anaerobic pond is positioned in the lower side of anaerobic pond, and described outlet pass is latticed prosopyle.
As improvement, described gas explosion device comprises gas explosion pump and gas distribution tube, described gas distribution tube is arranged on the bottom surface of packing cavity in " E " font, the surface of gas distribution tube is distributed with the pore that gas flows out, described gas explosion pump is installed on the top of housing, and described gas explosion pump is connected with gas distribution tube by ventpipe.
Improve again, the gas distribution tube being used for air feed is also set bottom described filtering basin, described gas distribution tube is arranged on the bottom surface of filtering chamber in " E " font, the surface of gas distribution tube is distributed with the pore that gas flows out, and described gas distribution tube to be converged mutually with ventpipe by tracheae and is connected with the gas explosion pump of case top.
As improvement, the end face of described housing is provided with sealing cover, the admission port that personnel that the end face being positioned at filtering basin is provided with can enter maintenance and check, admission port is provided with capping, the end face being positioned at anaerobic pond is provided with capping plate.
Improve, described sump pump is installed in the separate space of housing side again, the gangway that personnel that the end face being positioned at separate space is provided with can enter maintenance and check, gangway is provided with gangway cover plate.
As improvement, described filler is floating stuffing.
Compared with prior art, the advantage that the present invention adopts is: gas explosion device can increase oxygen content in pond, promote pond water flow, reduce the frequency of adding filler, filler is made to filter well and to absorb bacterium, improve water quality, be conducive to next step sewage disposal, sewage is after entering filtering basin, lead to outside pond by MBR filtering membrane, MBR filtering membrane is polyvinylidene fluoride film or ceramic membrane, can to fine particle, organism and bacterium etc. are filtered, objectionable impurities is avoided to enter film chamber, drawn water by the wet-pit be arranged on rising pipe, impel process water and separated from contaminants, process water enters film chamber and leaves from rising pipe, reach the effect of clean sewage.Filtering membrane bending design is in saving wide trapezoidal of top, space-efficient narrow lower portion, and often intensive layout in concrete use procedure, increases the contact surface area with sewage, under same time unit, more clear water and pollutent are kept apart, improves filtration efficiency.Anaerobic pond is connected by netted little opening with packing cavity, effectively can prevent the loss of filler like this, also alleviate the filter pressure of MBR filtering membrane further simultaneously, reduce cleaned and changed frequency, make the operation of sewage integrated treatment equipment energy longer time, improve pollution plot efficiency further; And the sump pump of this device and gas explosion pump all design stand-by pump, a main pump body for priority task, another, then for can substitute the pump housing for subsequent use run in time when main pump body breaks down, can be tackled fault in time and occur, effectively ensure that sewage integrated treatment equipment normally works; Also effectively reduce the volume of equipment simultaneously, decrease the residence time of waste water, effectively improve effluent index.
Accompanying drawing explanation
Fig. 1 is the stereographic map of the embodiment of the present invention;
Fig. 2 is the stereographic map removed in Fig. 1 below sealing cover after side housing;
Fig. 3 is the stereographic map removing filler in Fig. 2;
Fig. 4 to remove above sealing cover stereographic map after side housing in Fig. 3;
Fig. 5 is the side projection figure of Fig. 4;
Fig. 6 is the side projection figure of another angle of Fig. 4;
Fig. 7 is the vertical view after Fig. 1 removes all tops cover plate and filler.
Embodiment
Below in conjunction with accompanying drawing embodiment, the present invention is described in further detail.
As shown in Figures 1 to 7, the sewage integrated treatment device of the present embodiment, comprise housing 1, arrange by the anaerobic pond 11 of sump pump 2 by sewage input in sewage equalizing tank within the case 1, the packing cavity 12 placing the filler 9 filtering and absorb bacterium is also provided with in described housing 1, packing cavity 12, filtering basin 13, the gas explosion device 3 passing into gas from the external world is provided with in the bottom of packing cavity 12, the through hole communicated with filtering basin 13 is provided with on the top of packing cavity 12, MBR filtering membrane 4 is provided with in described filtering basin 13, MBR filtering membrane is polyvinylidene fluoride film or ceramic membrane, shown in Fig. 1 to Fig. 7 is the schematic construction of MBR filtering membrane 4, often use more intensive filtering membrane combination in actual use, reach better filter effect.And the film chamber in filtering membrane 4 is connected with rising pipe 5, the water-in of described rising pipe 5 is positioned at the bottom of filtering basin 13, the water outlet of described rising pipe 5 extends housing 1 outside from filtering basin 13 top, described rising pipe 5 is provided with the wet-pit 6 filtered water in film chamber can discharged.Described filtering membrane 4 bends in saving wide trapezoidal of top, space-efficient narrow lower portion.Described through hole is positioned in the upper side of packing cavity 12, is provided with dividing plate 7 in through-holes, and dividing plate 7 is distributed with the water inlet aperture 71 allowing filtered water to pass through, and the aperture of described water inlet aperture 71 is less than the aperture of filler 9.The outlet pass of described anaerobic pond 11 is positioned in the lower side of anaerobic pond 11, and described outlet pass is latticed prosopyle 14.Described gas explosion device 3 comprises gas explosion pump 31 and gas distribution tube 32, described gas distribution tube 32 is arranged on the bottom surface of packing cavity 12 in " E " font, the surface of gas distribution tube 32 is distributed with the pore that gas flows out, described gas explosion pump 31 is installed on the top of housing 1, and described gas explosion pump 31 is connected with gas distribution tube 32 by ventpipe 33.The gas distribution tube 32 being used for air feed is also set bottom described filtering basin 13, described gas distribution tube 32 is arranged on the bottom surface of filtering chamber 13 in " E " font, the surface of gas distribution tube 32 is distributed with the pore that gas flows out, and described gas distribution tube 32 to be converged mutually with ventpipe 33 by tracheae 34 and is connected with the gas explosion pump 31 at housing 1 top.The end face of described housing 1 is provided with sealing cover 8, the admission port 15 that personnel that the end face being positioned at filtering basin 13 is provided with can enter maintenance and check, admission port is provided with capping 81, the end face being positioned at anaerobic pond 11 is provided with capping plate 82.Described sump pump 2 is installed in the separate space 16 of housing 1 side, the gangway 17 that personnel that the end face being positioned at separate space 16 is provided with can enter maintenance and check, gangway 17 is provided with gangway cover plate 83.Above-mentioned all pump housings are all two one group and arrange, and one is the main pump body of priority task, and another is then for substituting the pump housing for subsequent use of operation in time when main pump body breaks down.Described filler 9 is take PE as the floating stuffing of material, and external form selects the hollow cylindrical that can increase suspending power.
Principle of work: sewage is extracted out from sewage equalizing tank by sump pump 2, pass into anaerobic pond 11, and at anaerobic pond 11 static 3 to 4 hours, deposit seeds thing, open wet-pit 6 subsequently, current are by packing cavity 12, after filler 9 processes, filtering basin 13 are passed into from water inlet aperture, MBR filtering membrane is provided with in filtering basin 13, MBR filtering membrane is polyvinylidene fluoride film or ceramic membrane, the fine particle that can effectively stop diameter less, the objectionable impurities such as organism and bacterium enters film chamber, drawn water by the wet-pit be arranged on rising pipe, impel process water and separated from contaminants, process water enters film chamber and leaves from rising pipe, complete sewage disposal.In the process of whole sewage disposal, gas explosion pump 31 passes through air by gas distribution tube 32 to filtering basin 13 and packing cavity 12 all the time, increases water body oxygen content, promotes water body flow, increase the frequency by filtering membrane or filler 9, reach better treatment effect.
Claims (6)
1. a sewage integrated treatment device, comprise housing (1), arrange by the anaerobic pond (11) of sump pump (2) by sewage input in sewage equalizing tank in housing (1), it is characterized in that: in described housing (1), be also provided with the packing cavity (12) placing the filler (9) filtering and absorb bacterium, filtering basin (13), the gas explosion device (3) passing into gas from the external world is provided with in the bottom of packing cavity (12), the through hole communicated with filtering basin (13) is provided with on the top of packing cavity (12), MBR filtering membrane (4) is provided with in described filtering basin (13), film chamber in described filtering membrane (4) is connected with rising pipe (5), the water-in of described rising pipe (5) is positioned at the bottom of filtering basin (13), the water outlet of described rising pipe (5) extends housing (1) outside from filtering basin (13) top, described rising pipe (5) is provided with the wet-pit (6) filtered water in film chamber can discharged, described filtering membrane (4) bending is in saving wide trapezoidal of top, space-efficient narrow lower portion, described through hole is positioned in the upper side of packing cavity (12), be provided with dividing plate (7) in through-holes, dividing plate (7) is distributed with the water inlet aperture (71) allowing filtered water to pass through, and the aperture of described water inlet aperture (71) is less than the aperture of filler (9), the outlet pass of described anaerobic pond (11) is positioned in the lower side of anaerobic pond (11), and described outlet pass is latticed prosopyle (14).
2. sewage integrated treatment device according to claim 1, it is characterized in that: described gas explosion device (3) comprises gas explosion pump (31) and gas distribution tube (32), described gas distribution tube (32) is arranged on the bottom surface of packing cavity (12) in " E " font, the surface of gas distribution tube (32) is distributed with the pore that gas flows out, described gas explosion pump (31) is installed on the top of housing (1), and described gas explosion pump (31) is connected with gas distribution tube (32) by ventpipe (33).
3. sewage integrated treatment device according to claim 2, it is characterized in that: described filtering basin (13) bottom also arranges the gas distribution tube (32) being used for air feed, described gas distribution tube (32) is arranged on the bottom surface of filtering chamber (13) in " E " font, the surface of gas distribution tube (32) is distributed with the pore that gas flows out, and described gas distribution tube (32) to be converged mutually with ventpipe (33) by tracheae (34) and is connected with the gas explosion pump (31) at housing (1) top.
4. according to described sewage integrated treatment device arbitrary in claims 1 to 3, it is characterized in that: the end face of described housing (1) is provided with sealing cover (8), the admission port (15) that personnel that the end face being positioned at filtering basin (13) is provided with can enter maintenance and check, admission port is provided with capping (81), the end face being positioned at anaerobic pond (11) is provided with capping plate (82).
5. sewage integrated treatment device according to claim 4, it is characterized in that: described sump pump (2) is installed in the separate space (16) of housing (1) side, the gangway (17) that personnel that the end face being positioned at separate space (16) is provided with can enter maintenance and check, gangway (17) are provided with gangway cover plate (83).
6. according to described sewage integrated treatment device arbitrary in claims 1 to 3, it is characterized in that: described filler (9) is floating stuffing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410130958.2A CN103964632B (en) | 2014-03-28 | 2014-03-28 | Sewage integrated treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410130958.2A CN103964632B (en) | 2014-03-28 | 2014-03-28 | Sewage integrated treatment device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103964632A CN103964632A (en) | 2014-08-06 |
| CN103964632B true CN103964632B (en) | 2016-02-10 |
Family
ID=51234699
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410130958.2A Active CN103964632B (en) | 2014-03-28 | 2014-03-28 | Sewage integrated treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103964632B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008207157A (en) * | 2007-02-28 | 2008-09-11 | Mitsubishi Rayon Eng Co Ltd | Operation method of membrane separation apparatus and membrane separation apparatus |
| CN201330200Y (en) * | 2009-01-15 | 2009-10-21 | 刘莉 | MBR integration sewage treatment device with nitrogen removal and phosphate removing functions |
| CN101618925A (en) * | 2009-07-27 | 2010-01-06 | 北京汉青天朗水处理科技有限公司 | Sewage treatment device |
| CN201801443U (en) * | 2010-01-08 | 2011-04-20 | 厦门市威士邦膜科技有限公司 | Distributed sewage regenerator and control system |
| CN203021410U (en) * | 2013-01-23 | 2013-06-26 | 成都源创环保工程有限公司 | Pressure-type biological sewage treatment device |
| CN203048659U (en) * | 2012-12-14 | 2013-07-10 | 蓝星环境工程有限公司 | Membrane bioreactor |
| CN203112655U (en) * | 2012-12-22 | 2013-08-07 | 陕西兰环环境工程集团有限公司 | Dispersive MBR (Membrane Bioreactor) water neutralizer |
| CN103241896A (en) * | 2013-05-02 | 2013-08-14 | 江苏瑞盛水处理有限公司 | Integrated water-treatment device |
| CN203238141U (en) * | 2013-05-16 | 2013-10-16 | 四川建筑职业技术学院 | Sewage biological treatment membrane filtration system |
| CN203794747U (en) * | 2014-03-28 | 2014-08-27 | 宁波埃克钛能源科技有限公司 | Integrated sewage treatment device |
-
2014
- 2014-03-28 CN CN201410130958.2A patent/CN103964632B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008207157A (en) * | 2007-02-28 | 2008-09-11 | Mitsubishi Rayon Eng Co Ltd | Operation method of membrane separation apparatus and membrane separation apparatus |
| CN201330200Y (en) * | 2009-01-15 | 2009-10-21 | 刘莉 | MBR integration sewage treatment device with nitrogen removal and phosphate removing functions |
| CN101618925A (en) * | 2009-07-27 | 2010-01-06 | 北京汉青天朗水处理科技有限公司 | Sewage treatment device |
| CN201801443U (en) * | 2010-01-08 | 2011-04-20 | 厦门市威士邦膜科技有限公司 | Distributed sewage regenerator and control system |
| CN203048659U (en) * | 2012-12-14 | 2013-07-10 | 蓝星环境工程有限公司 | Membrane bioreactor |
| CN203112655U (en) * | 2012-12-22 | 2013-08-07 | 陕西兰环环境工程集团有限公司 | Dispersive MBR (Membrane Bioreactor) water neutralizer |
| CN203021410U (en) * | 2013-01-23 | 2013-06-26 | 成都源创环保工程有限公司 | Pressure-type biological sewage treatment device |
| CN103241896A (en) * | 2013-05-02 | 2013-08-14 | 江苏瑞盛水处理有限公司 | Integrated water-treatment device |
| CN203238141U (en) * | 2013-05-16 | 2013-10-16 | 四川建筑职业技术学院 | Sewage biological treatment membrane filtration system |
| CN203794747U (en) * | 2014-03-28 | 2014-08-27 | 宁波埃克钛能源科技有限公司 | Integrated sewage treatment device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103964632A (en) | 2014-08-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103755052B (en) | A kind for the treatment of process of oil refining Wastewater by Electric desalination black liquor and system | |
| CN204198512U (en) | Tertiary filter | |
| CN201168485Y (en) | Novel filter | |
| CN204824404U (en) | A kind of tar ammonia water separation and purification system | |
| CN207286902U (en) | For improving the device of refinery's purification reusing rate | |
| CN103239905A (en) | Siphon type valveless filtering pool | |
| CN202924819U (en) | Aeration biological filter tank | |
| CN203794747U (en) | Integrated sewage treatment device | |
| CN211462386U (en) | Water purifier capable of repeatedly using filter element | |
| CN103964632B (en) | Sewage integrated treatment device | |
| CN104803516B (en) | A kind of integrated container formula sea water desalting equipment and desalinating process thereof | |
| CN210193525U (en) | Produced water treatment facilities | |
| CN105036497B (en) | A kind of have a point sewage disposal device for water plate | |
| CN213112745U (en) | Grinding and polishing water purification equipment | |
| CN202297274U (en) | Device for treating suspended oil residue in sewage according to chemical method | |
| CN201470153U (en) | Water-oil separating device | |
| CN203699975U (en) | Circulating-type oil-water separation device | |
| CN204939103U (en) | A kind of oil field extracted water makes the treatment unit of reinjected water | |
| CN202046921U (en) | Novel industrial waste water treatment reactor | |
| CN210133913U (en) | Tubular membrane device of vertical installation | |
| CN204714565U (en) | A kind of water treatment device | |
| CN203700058U (en) | Treatment system for black electro-desalted liquid in oil refining wastewater | |
| CN214360550U (en) | Novel ultrafiltration reverse osmosis membrane treatment facility | |
| CN203159396U (en) | Sewage treatment device | |
| CN109607838A (en) | A kind of pendimethalin waste water triple effect evaporation desalter |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20151209 Address after: 18, building 1837, 1558 Jiangnan Road, 315040 hi tech Zone, Zhejiang, Ningbo Applicant after: ZHEJIANG AIKT ENVIRONMENTAL TECHNOLOGY CO., LTD. Address before: Zhejiang Chong Building No. 1558 Jiangnan Road 315040 Zhejiang city in Ningbo Province, room 1818 Applicant before: NINGBO AIKT ENERGY TECHNOLOGY CO., LTD. |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |