CN2609639Y - Ceramic waste water filter device - Google Patents
Ceramic waste water filter device Download PDFInfo
- Publication number
- CN2609639Y CN2609639Y CN 02277691 CN02277691U CN2609639Y CN 2609639 Y CN2609639 Y CN 2609639Y CN 02277691 CN02277691 CN 02277691 CN 02277691 U CN02277691 U CN 02277691U CN 2609639 Y CN2609639 Y CN 2609639Y
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- CN
- China
- Prior art keywords
- filter
- water
- waste water
- tubes
- filter mantle
- 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
Links
- 239000002351 wastewater Substances 0.000 title claims abstract description 10
- 239000000919 ceramic Substances 0.000 title claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 66
- 238000001914 filtration Methods 0.000 claims abstract description 23
- 239000003292 glue Substances 0.000 claims abstract 2
- 238000004062 sedimentation Methods 0.000 claims description 14
- 238000007789 sealing Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000004065 wastewater treatment Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 2
- 239000002893 slag Substances 0.000 abstract description 2
- 238000005406 washing Methods 0.000 abstract description 2
- 239000003245 coal Substances 0.000 abstract 1
- 235000020681 well water Nutrition 0.000 abstract 1
- 239000002349 well water Substances 0.000 abstract 1
- 239000010802 sludge Substances 0.000 description 8
- 239000003818 cinder Substances 0.000 description 5
- 239000000428 dust Substances 0.000 description 5
- 238000011010 flushing procedure Methods 0.000 description 5
- 238000004140 cleaning Methods 0.000 description 4
- 238000011282 treatment Methods 0.000 description 4
- 239000004927 clay Substances 0.000 description 3
- 238000007599 discharging Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000013078 crystal Substances 0.000 description 2
- 239000010842 industrial wastewater Substances 0.000 description 2
- 241000282326 Felis catus Species 0.000 description 1
- 241001310793 Podium Species 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000005662 electromechanics Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000000779 smoke Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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- Filtration Of Liquid (AREA)
Abstract
A ceramic waste water filter comprises microporous ceramic filter tubes (26), a desilter (2), a filter tank (25), a clear-water basin (24), a pump house (17), a bridging beam (28) and a bridging beam supporting stand (29), and the other facilities are accessory structures. The ceramic waste water filter of the utility model is characterized in that open-end tubes with bottoms of the microporous ceramic filter tubes (26) are connected with straight-through tubes with opening, which are fixed on a prefabricated connecting bridging beam in the filter tank (25), the microporous filter tubes are strictly sealed by specially-produced glue, thereby making the filter tubes form an integral body with the connecting bridging beam. The ceramic waste water filter achieves great filtering effect, simple structure, long service life, waste water circulation use and industrial cost saving, which is mainly applicable for waste water treatment of boiler dedusting water, slag washing water, coal mine well water and the like.
Description
The utility model relates to a kind of filter.
Before the utility model, the existing industrial enterprise of China wastewater treatment equipment, great majority all are to build the natural sedimentation of several ponds, the round-robin that has, the discharging that has.In the process that recycles, there are problems, as Industrial Boiler, now all adopt gallet water curtain dust collector, chain furnace flush slag equipment, dedusting water and flushing cinder water collect in sedimentation basin, do not get off through contamination precipitations such as a lot of dusts of natural sedimentation, it is big to recycle pipe wear, the water pump loss is also big, changes one of pump, and enters gallet water curtain dust collector in three months that have, shower nozzle in the wearing and tearing deduster, cause water smoke not close, dust removing effects is poor, and black graceful son can fall, contaminated environment, discharging does not reach environmental requirement yet naturally.Also have other industrial wastewaters such as colliery mine water, need be treated, still do not reach multiplexing requirement, have only the nature discharging, have to waste water resource so greatly every day from underground water intaking.China is that a people is many, and ground is few, and how the country that water resource lacks solves using water wisely and listed China Party and government schedule example thing in.
The purpose of this utility model just provides a kind of device of effluent filter, thereby has solved the problem of industrial circulate water, has reached water-saving purpose.
Invention main points of the present utility model are that it is made up of three parts: the one, and filter mantle, pore radius is between the 50--100 micron, be suitable for and handle various industrial wastewaters, filter mantle by a headband at the bottom of, opening and two open ends are straight-through to be formed, the filter mantle external diameter is at φ 200-250mm, and internal diameter is at φ 140-180mm, filter mantle length (height) 1000-1100mm; The 2nd, filter through sedimentation basin (just utilizing), filtering ponds, clear water reserviors, pump house, overflow ditch as original, be communicated with steps such as grinding stone water dust scrubber gutter and flushing cinder ditch; The 3rd, filter mantle, band bottom opening pipe and opening straight pipe couple together, and are fixed in the filtering ponds on the prefabricated connection crossbeam, seal filter mantle is strict with special clay, make filter mantle and are connected crossbeam and form an integral body.
Sedimentation basin is generally formed by two to four, and the sedimentation basin degree of depth is 4m, and the sedimentation basin size is by the decision of the industrial enterprise waste water water yield, general 4 * 4m or 6 * 6m, and 8 * 8m, specifically by landform, the water yield and decide, sedimentation basin generally designs to be contained car and digs ash (mud) automatically and install.
Filtering ponds are the rectangle pond, size is handled the water yield according to industrial enterprise and is decided, the degree of depth guarantees on the filter mantle the above water normal pressure of 1m is arranged, filtering ponds are interior by prefabricated fair-faced ditch, reserve on the clear water ditch filter mantle circular hole is installed, fixedly filter mantle connects crossbeam and cleaning sludge sump composition; Connect crossbeam and reserve circular hole connection filter mantle, it is concentric require to reserve on circular hole and time prefabricated fair-faced ditch circular hole, prefabricated reservation circular hole quantity on crossbeam quantity and the crossbeam, decide according to handling the water yield, distance is 800-1000mm with the circular hole center between the crossbeam, is 300-350mm with the circular hole center between the circular hole on the crossbeam; Crossbeam and following clear water ditch platform clear height 900-1000mm, the crossbeam width is 360-410mm, crossbeam thickness is 200-250mm, crossbeam width and following clear water ditch platform symmetry, clear water ditch podium level is 350mm, the sludge sump width is 1000mm, and the degree of depth is 700mm under the clear water ditch platform, and the mud groove tilts 8.75% with the outlet of clear water ditch to the sludge sump direction between the clear water ditch platform.
Clear water reserviors, clear water reserviors are loaded onto valve disc from the filtering ponds clear water output so that later on mechanical backlash wash standby.Valve disc is at the outstanding 150mm of clear water reserviors, height and base plate headroom 350mm.
The design of filtering ponds and clear water reserviors, salable for saving the area, do his usefulness above, also can open wide, but require the clear water reserviors sealing, guarantee water quality.
Advantage of the present utility model is:
1. the natural filtration usefulness that do not cost in service because of it is to be sealed in the filtering ponds by filter mantle, is utilized water normal pressure natural filtration more than 1 meter.
2. the utility model adapts to the various wastewater treatments of industrial enterprise, can handle the crystal's degree and the water yield according to industrial enterprise's requirement, and adjust the micropore size of filter mantle, reaches the quality and the quantity of water.
3. the filtering ponds filter mantle by up and down two be connected on the filtering ponds crossbeam and (promptly go up root and be band bottom opening pipe and following root opening straight pipe), connector through special clay sealing, forms integral body with crossbeam in the middle of crossbeam, there are not bonding mouthful of breakage or solution cavity, solid and reliable.
4. utilize contrast backwash of clear water reserviors hydraulic pressure or the artificial backwash of machinery pressurization, extend working time, shorten wash number.
5. the life-span long, general service life all within 10 years, promptly use 10 years after, filter mantle is saturated, directly changes filter mantle just, need not reinvest other facilities.
6. maintenance cost is few, only need 1 year or longer time cleaning are just, method for cleaning is simple, only need close inlet gate, drain clear water reserviors then, make the exposed back of filter mantle just, make mud, flow into sludge sump naturally along sludge sump with the giant surface washing, take away with slush pump then, after cleaning out, fill clear water reserviors, utilize clear water reserviors contrast recoil filter mantle with running water (clear water), as year number of a specified duration excessively, the method lost efficacy, and adopted 3 kilograms of pressure of machinery again, artificial backwash.
The utility model is suitable for the various wastewater treatments of industrial enterprise, as boiler water by removing dust, flushing cinder water; The colliery mine water is after preliminary treatment, and in-depth is handled; After the preliminary treatment of smelter waste water, in-depth is handled; And other enterprises are through after not reaching multiplexing requirement or emission request, just reaching requirement as long as handle the back through the utility model after the preliminary treatment.
The utility model purpose is provided by the following example and accompanying drawing:
Fig. 1: the utility model floor map;
Fig. 2: the vertical cross-sectional schematic of the utility model A-A;
Fig. 3: the vertical cross-sectional schematic of the utility model B-B;
Among the figure: 1. sedimentation basin and sedimentation basin spout hole; 2. sedimentation basin; 3. flushing cinder water overflow ditch; 4. dedusting water overflow ditch; 5. sedimentation basin pool wall; 6. sedimentation basin enters filtering ponds overflow ditch; 7. plash; 8. enter the curved tube of filtering ponds; 9. reserve on crossbeam and the following clear water ditch filter mantle circular hole is installed; 10. crossbeam and following clear water ditch platform; 11. sludge sump between the platform; 12. multiplexing water enters flushing cinder facility water pipe; 13. multiplexing water enters dehydrater facility water pipe; 14, multiplexing water pipe; 15. cat ladder; 16. clear water ditch platform and disconnected wall distance; 17. pump house; 18. filtering ponds overflow pipe; 19. clear water overflow pipe; 20. the clear water reserviors mechanical backlash is washed valve disc; 21. from the filtering ponds clear water pipe that comes out; 22. water pump electromechanics in the pump house; 23. pool wall; 24. clear water reserviors; 25. filtering ponds; 26. filter mantle, last pipe is band bottom opening pipe, and following pipe is the opening straight pipe; 27. root distance between the tube and tube; 28. crossbeam; 29. overarm brace; 30. sludge sump; 31. sludge sump ramp rate; 32. crossbeam thickness; 33. line-spacing between the tube and tube.
The utility model device embodiment: with the boiler wastewater treatment is example, engage designing unit to carry out civil Engineering Design by applying unit earlier, after made filter mantle (26), according to design drawing: at first install crossbeam (28) and overarm brace (29) at filtering ponds (25), upward filter mantle (26) band bottom opening pipe and opening straight pipe are coupled together at crossbeam (28), be fixed in the filtering ponds (25) on the prefabricated connection crossbeam (28),, make filter mantle and be connected crossbeam and form an integral body the strict sealing of filter mantle with special clay.
Reserve installation filter mantle circular hole on crossbeam and the following clear water ditch, circular hole is concentric up and down, and error is below 5mm, and circular hole quantity is several to use unit to require the processing crystal's degree and the water yield.
Covering above the filtering ponds degree of depth is sealed in the filtering ponds water with filter mantle is principle more than 1 meter.
Filter mantle quantity is principle with the 9th of Fig. 1, screen pipe specification size, and length is decided according to water quality treatment amount and quantitative requirement by applying unit.
Claims (1)
1, ceramic wastewater filter for installation, it is made up of filter mantle (26), sedimentation basin (2), filtering ponds (25), clear water reserviors (24), pump house (17), crossbeam (28), overarm brace (29), it is characterized in that: filter mantle (26) band bottom opening pipe and opening straight pipe are coupled together, be fixed in the filtering ponds (25) on the prefabricated connection crossbeam (28),, make filter mantle (26) and be connected crossbeam (28) formation one integral body the strict sealing of filter mantle (26) with special glue.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02277691 CN2609639Y (en) | 2002-11-15 | 2002-11-15 | Ceramic waste water filter device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 02277691 CN2609639Y (en) | 2002-11-15 | 2002-11-15 | Ceramic waste water filter device |
Publications (1)
Publication Number | Publication Date |
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CN2609639Y true CN2609639Y (en) | 2004-04-07 |
Family
ID=34150508
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 02277691 Expired - Fee Related CN2609639Y (en) | 2002-11-15 | 2002-11-15 | Ceramic waste water filter device |
Country Status (1)
Country | Link |
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CN (1) | CN2609639Y (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101954221A (en) * | 2010-08-23 | 2011-01-26 | 张亚宁 | Tap water source filter device |
CN101963285A (en) * | 2010-09-02 | 2011-02-02 | 云南大红山管道有限公司 | Water circulation system and water circulation technology |
CN102008846A (en) * | 2010-09-29 | 2011-04-13 | 李日德 | Automatic purifying device |
CN102407492A (en) * | 2011-11-10 | 2012-04-11 | 昆山翰辉电子科技有限公司 | Copper powder recovery device for printed circuit board grinding production line |
CN102942063A (en) * | 2012-11-22 | 2013-02-27 | 福建省工业设备安装有限公司 | Pulsing type dust-free non-discharge-water boiler cinder flushing system |
CN111991855A (en) * | 2020-06-05 | 2020-11-27 | 浦江县驰宇电子科技有限公司 | Ceramic manufacture wastewater discharging equipment |
CN115228164A (en) * | 2022-07-27 | 2022-10-25 | 顾正良 | Industrial sewage treatment equipment |
-
2002
- 2002-11-15 CN CN 02277691 patent/CN2609639Y/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101954221A (en) * | 2010-08-23 | 2011-01-26 | 张亚宁 | Tap water source filter device |
CN101963285A (en) * | 2010-09-02 | 2011-02-02 | 云南大红山管道有限公司 | Water circulation system and water circulation technology |
CN101963285B (en) * | 2010-09-02 | 2012-12-12 | 云南大红山管道有限公司 | Water circulation system and water circulation technology |
CN102008846A (en) * | 2010-09-29 | 2011-04-13 | 李日德 | Automatic purifying device |
CN102407492A (en) * | 2011-11-10 | 2012-04-11 | 昆山翰辉电子科技有限公司 | Copper powder recovery device for printed circuit board grinding production line |
CN102942063A (en) * | 2012-11-22 | 2013-02-27 | 福建省工业设备安装有限公司 | Pulsing type dust-free non-discharge-water boiler cinder flushing system |
CN102942063B (en) * | 2012-11-22 | 2015-06-10 | 福建省工业设备安装有限公司 | Pulsing type dust-free non-discharge-water boiler cinder flushing system |
CN111991855A (en) * | 2020-06-05 | 2020-11-27 | 浦江县驰宇电子科技有限公司 | Ceramic manufacture wastewater discharging equipment |
CN115228164A (en) * | 2022-07-27 | 2022-10-25 | 顾正良 | Industrial sewage treatment equipment |
CN115228164B (en) * | 2022-07-27 | 2023-08-15 | 广东华瑞环保有限公司 | Industrial sewage treatment equipment |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C56 | Change in the name or address of the patentee | ||
CP03 | Change of name, title or address |
Patentee address after: 337055, No. 336 Jianshe East Road, Jiangxi, Pingxiang province (Jiangxi Guanghua filling Co., Ltd.) Patentee address before: 337055 No. 66, Jianshe East Road, Jiangxi, Pingxiang |
|
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20040407 Termination date: 20111115 |