CN201512826U - Sand filtration wall split rain processing system - Google Patents
Sand filtration wall split rain processing system Download PDFInfo
- Publication number
- CN201512826U CN201512826U CN2009202173067U CN200920217306U CN201512826U CN 201512826 U CN201512826 U CN 201512826U CN 2009202173067 U CN2009202173067 U CN 2009202173067U CN 200920217306 U CN200920217306 U CN 200920217306U CN 201512826 U CN201512826 U CN 201512826U
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- China
- Prior art keywords
- sand filtration
- filtration wall
- reservoir
- sand
- treatment system
- 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
- 238000009287 sand filtration Methods 0.000 title claims abstract description 38
- 238000012545 processing Methods 0.000 title abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 36
- 239000004576 sand Substances 0.000 claims abstract description 15
- 239000002245 particle Substances 0.000 claims description 9
- 238000001914 filtration Methods 0.000 claims description 8
- 238000004062 sedimentation Methods 0.000 claims description 8
- 238000007689 inspection Methods 0.000 claims description 6
- 230000001681 protective effect Effects 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 238000003860 storage Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000003973 irrigation Methods 0.000 description 3
- 230000002262 irrigation Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 238000003306 harvesting Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 1
- 239000011456 concrete brick Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 238000005204 segregation Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Images
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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- Sewage (AREA)
Abstract
The utility model relates to a rain gathering and processing device, in particular to a sand filtration wall split rain processing system, which comprises a rain gathering channel arranged the place without exceeding the ground surface, and a settling device and a laying-up basin which are arranged along the water current direction in turn and are mutually communicated, a filter layer is arranged in the laying-up basin, the filter layer is longitudinally provided with the sand filtration wall on the central portion of the laying-up basin, the laying-up basin is divided into a rain gathering tank and a clean water tank which are distributed at space by the sand filtration wall, and the sand filtration wall comprises a coarse sand layer and a fine sand layer which are permeable on at least one layer and are longitudinally overlapped along the direction from the rain gathering tank to the clean water tank. The sand filtration wall split rain processing system solves the problems of complex structure and bad rain processing effect in the prior art, has little occupied area, can take rain water after being processed, and has the advantages of excellent processing effect and the like.
Description
Affiliated technical field
The utility model belongs to the rainwater collection and treatment device, is meant a kind of sand filtration wall formula split rainwater treatment system especially.
Background technology
The experimental study of urban rainwater resources utilization was carried out or carried out in existing more than 40 countries and regions, the whole world at present.
Germany utilizes the common rain water pipe to collect rainwater, from the roof, the rainwater collected of street, parking lot and passage enters underground storage tank by storm sewer independently on every side, most typical measure is to build a large amount of stormwater tanks to hold back the contaminated rain water of handling combined system and segregation system piping, and takes the ecological measure in distributing source to cut down and purify rainwater.After simple process, be used to wash the lavatory and water and spill garden.
Denmark collects rainwater in the urban area from the roof, and the rainwater after the collection enters storage cistern and stores through the pre-filtering equipment of collecting pipe bottom.Filter through the float-type strainer during use, be used to wash the lavatory and wash clothes.
The Japanese flood storage pond of building flood detention and savings rainwater since 1963, also the rainwater with flood storage pond is used as city miscellaneous waters such as spraying road surface, irrigation greenery patches.These facilities are built in underground mostly, to make full use of the underground space.
China's Application of Urban Rain Water is started late, and the making use of rain and flood of big and medium-sized cities is in substantially to be explored and conceptual phase.Cities such as Beijing, Shanghai, Dalian, Xi'an conduct a research in succession.At the beginning of nineteen ninety, Beijing has carried out " making use of rain and flood research " subject study.By the effect Primary Study that roof-seepage well system and lawn are retained the rain flood, the countermeasure and the technical measures of Beijing City making use of rain and flood have been proposed.
Above-mentioned prior art exist to some extent or structure comparatively complicated, or handle the relatively poor defective of effect of rainwater.
The utility model content
The purpose of this utility model is to provide a kind of sand filtration wall formula split rainwater treatment system, and the main means that adopt the sand filtration wall construction to handle as rainwater reduce main polluted factors SS and COD in the rainwater to reach
MnPurpose.
Overall technical architecture of the present utility model is:
Sand filtration wall formula split rainwater treatment system comprises being arranged on the rainwater collection channel 1 that is no more than ground surface that the settler that sets gradually along water (flow) direction and communicate with each other, reservoir are provided with filtration beds in reservoir; Filtration beds is the sand filtration wall that the reservoir middle part vertically is provided with, this sand filtration wall is separated into rain collecting pool spaced apart 5 and clear water reserviors 8 with reservoir, and this sand filtration wall comprises that vertically stacked permeable coarse sands layer 10 and the fine sand layer 13 of each one deck at least of 8 directions formed along rain collecting pool 5 to clear water reserviors.
What need further specify is, the utility model is including, but not limited to reasonably being provided with the middle layer of sand of effective level as required between coarse sands layer 10 and fine sand layer 13, gravel particle diameter in the middle layer of sand is between the gravel particle diameter of coarse sands layer and fine sand layer, gravel in each deck of sand filtration wall does not break away from essence of the present utility model according to being arranged to thin principle by thick along the rainwater water (flow) direction.
Concrete technology solution of the present utility model also has:
For the typing of assurance sand filtration wall and the location between each deck, preferred embodiment be that the sand filtration face of wall is coated with location silk screen 11, is provided with between adjacent coarse sands layer 10 and the fine sand layer 13 to separate silk screen 12.
Preferred gravel particle size range is: the gravel particle diameter in the coarse sands layer 10 is 12-17mm, and the gravel particle diameter of fine sand layer 13 is 10-15mm.
Be to guarantee that the dirty rainwater of mistake in the rain collecting pool 5 flows into clear water reserviors 8, the preferred construction mode is the sand filtration wall to fix with bottom reservoir, and the joint portion of the two is a non-permeable solid wall structure 14.
For preventing that the foul in the rainwater collection channel from too much flowing in the rain collecting pool 5, settler preferably with rainwater collection channel 1 be communicated with separately or the sedimentation basin 3 of connecting at interval.
For preventing from accidentally dirt to be dropped sedimentation basin 3, preferred embodiment be that sedimentation basin 3 upper surfaces are provided with Grate plate 2.
For preventing from accidentally dirt to be dropped reservoir 3, be convenient to water and maintenance simultaneously, the reservoir upper surface is provided with protective cover 6, and protective cover 6 surfaces offer the inspection hole 4 that is communicated with reservoir.
For reach the purpose of water intaking more conveniently, the water-supply-pipe 7 that preferred water-supply method is a submersible pump is arranged in the reservoir, and its water side mouth 4 on inspection is opened in the reservoir outside.
The obtained technological progress of the utility model is:
1, adopts split-type structural, fully realized a pond two purposes: water that to spill garden low to water quality requirement, can directly use the rain collecting pool rainwater; Greenery patches irrigation and flushing lavatory are higher to water quality requirement, can utilize the clear water reserviors rainwater.Simultaneously, adopt and divide box collection rain, be convenient to clean, saving of labor, laborsaving has significantly reduced rainwater water treatment expense.
2, build the sand filtration wall in the reservoir, carry out filtration treatment to harvesting rainwater, the blank wall of effective height is left in gravel wall bottom, can effectively avoid dirty rainwater to flow into clear water reserviors, in order to discharging after rainy season or cleaning.
3, adopt this system handles rainwater water quality, can reduce rainwater water treatment floor space, can be widely used in no chemical contamination place rainwater such as zone, cities and towns office, army, school and harvest the rainwater water treatment; Rainwater after the processing generally can be used for greenery patches irrigation, flushing lavatory and waters and spill garden etc.
Show through sampling and testing that 4, institute district rainwater main polluted factors is SS and COD
Mn, water quality was relatively poor before rainfall runoff was handled, and SS is 220mg/L, COD
MnBe 150mg/L.After the native system processing, SS and COD
MnObviously descend, be reduced to 20mg/L and 15mg/L respectively.Utilize reservoir to rainwater through natural sedimentation in 24 hours, COD
MnClearance reaches more than 50%, the index request of basic symbols symphysis miscellaneous water alive.
Description of drawings
Accompanying drawing of the present utility model has:
Fig. 1 is an overall structure schematic diagram of the present utility model.
Fig. 2 is the A portion partial enlarged drawing among Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing embodiment of the present utility model is described further, but should not be construed as qualification of the present utility model, protection of the present utility model is as the criterion with the content of claim record.
The overall structure of present embodiment as shown, comprising being arranged on the rainwater collection channel 1 that is no more than ground surface, the settler that sets gradually along water (flow) direction and communicate with each other, reservoir are provided with filtration beds in reservoir; Filtration beds is the sand filtration wall that the reservoir middle part vertically is provided with, this sand filtration wall is separated into rain collecting pool spaced apart 5 and clear water reserviors 8 with reservoir, and this sand filtration wall comprises that vertically stacked permeable coarse sands layer 10 and the fine sand layer 13 of each one deck of 8 directions formed along rain collecting pool 5 to clear water reserviors.
The sand filtration face of wall is coated with location silk screen 11, is provided with between adjacent coarse sands layer 10 and the fine sand layer 13 to separate silk screen 12.
Gravel particle diameter in the coarse sands layer 10 is 12-17mm, and the gravel particle diameter of fine sand layer 13 is 10-15mm.
Be to guarantee that the dirty rainwater of mistake in the rain collecting pool 5 flows into clear water reserviors 8, the preferred construction mode is the sand filtration wall to fix with bottom reservoir, and the joint portion of the two is a non-permeable solid wall structure 14.The solid wall structure adopts the concrete brick wall of surface-coated.
Settler is selected the independent sedimentation basin 3 that is communicated with rainwater collection channel 1 for use.
The reservoir upper surface is provided with protective cover 6, and protective cover 6 surfaces offer the inspection hole 4 that is communicated with reservoir.The water-supply-pipe 7 of submersible pump is arranged in the reservoir, and its water side mouth 4 on inspection is opened in the reservoir outside.
Claims (9)
1. sand filtration wall formula split rainwater treatment system comprises being arranged on the rainwater collection channel (1) that is no more than ground surface, and the settler that sets gradually along water (flow) direction and communicate with each other, reservoir are provided with filtration beds in reservoir; It is characterized in that described filtration beds is the sand filtration wall that the reservoir middle part vertically is provided with, this sand filtration wall is separated into rain collecting pool spaced apart (5) and clear water reserviors (8) with reservoir, and this sand filtration wall comprises along rain collecting pool (5) to clear water reserviors (8) direction coarse sands layer (10) and fine sand layer (13) composition that vertically stacked each one deck at least is permeable.
2. sand filtration wall formula split rainwater treatment system according to claim 1 is characterized in that described sand filtration face of wall is coated with location silk screen (11), is provided with between adjacent coarse sands layer (10) and the fine sand layer (13) to separate silk screen (12).
3. sand filtration wall formula split rainwater treatment system according to claim 1, the gravel particle diameter that it is characterized in that described coarse sands layer (10) is 12-17mm.
4. sand filtration wall formula split rainwater treatment system according to claim 1, the gravel particle diameter that it is characterized in that described fine sand layer (13) is 10-15mm.
5. sand filtration wall formula split rainwater treatment system according to claim 1 and 2 is characterized in that described sand filtration wall fixing with bottom reservoir, and the joint portion of the two is a non-permeable solid wall structure (14).
6. sand filtration wall formula split rainwater treatment system according to claim 1, it is characterized in that described settler select for use with rainwater collection channel (1) be communicated with separately or the sedimentation basin (3) of connecting at interval.
7. sand filtration wall formula split rainwater treatment system according to claim 7 is characterized in that described sedimentation basin (3) upper surface is provided with Grate plate (2).
8. sand filtration wall formula split rainwater treatment system according to claim 1 is characterized in that described reservoir upper surface is provided with protective cover (6), and protective cover (6) surface offers the inspection hole (4) that is communicated with reservoir.
9. sand filtration wall formula split rainwater treatment system according to claim 8 is characterized in that the water-supply-pipe (7) of submersible pump is arranged in the reservoir, and its water side mouthful (4) on inspection is opened in the reservoir outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202173067U CN201512826U (en) | 2009-09-28 | 2009-09-28 | Sand filtration wall split rain processing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202173067U CN201512826U (en) | 2009-09-28 | 2009-09-28 | Sand filtration wall split rain processing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201512826U true CN201512826U (en) | 2010-06-23 |
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ID=42484234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202173067U Expired - Fee Related CN201512826U (en) | 2009-09-28 | 2009-09-28 | Sand filtration wall split rain processing system |
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|---|---|
| CN (1) | CN201512826U (en) |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101891313A (en) * | 2010-08-18 | 2010-11-24 | 哈尔滨工业大学水资源国家工程研究中心有限公司 | Slow-filtration principle-based double cistern water collecting and purifying system |
| CN102359142A (en) * | 2011-08-06 | 2012-02-22 | 江西省丰和营造集团有限公司 | Rainwater recycling system |
| CN102757159A (en) * | 2012-08-08 | 2012-10-31 | 南京大学 | Novel papermaking black liquor treatment method and system |
| CN103174196A (en) * | 2012-04-26 | 2013-06-26 | 北京仁创科技集团有限公司 | Water body purification device |
| CN103174195A (en) * | 2012-04-26 | 2013-06-26 | 北京仁创科技集团有限公司 | Water purification and water storage system |
| CN103174194A (en) * | 2012-04-26 | 2013-06-26 | 北京仁创科技集团有限公司 | Water purification and storage system |
| WO2013159737A1 (en) * | 2012-04-26 | 2013-10-31 | 北京仁创科技集团有限公司 | Water purification and storage system, water-filtering well and polygonal building block |
| CN103541405A (en) * | 2013-10-17 | 2014-01-29 | 广东圣腾科技股份有限公司 | Full-automatic comprehensive rainwater utilization combination system |
| CN103669490A (en) * | 2012-09-03 | 2014-03-26 | 成都槟果科技有限公司 | Novel filter type outdoor water storage pool |
| CN103702732A (en) * | 2011-10-20 | 2014-04-02 | 日立造船株式会社 | Apparatus for cleaning filtration layer in seawater infiltration intake |
| CN104436853A (en) * | 2014-12-08 | 2015-03-25 | 苏州础润生态科技有限公司 | Rainwater purifying device |
| CN105317103A (en) * | 2015-11-09 | 2016-02-10 | 同济大学 | Rainwater regulation and storage system having self-governance function |
| CN106088295A (en) * | 2016-06-14 | 2016-11-09 | 中国电建集团贵阳勘测设计研究院有限公司 | Method and system for controlling and utilizing rainwater by modifying existing facilities |
| CN107460933A (en) * | 2017-07-26 | 2017-12-12 | 北京建筑大学 | High-order rainwater oozes storage reclaiming system |
| CN108204029A (en) * | 2018-02-01 | 2018-06-26 | 华洲建设温州有限公司 | A kind of municipal rainwater storage system |
| CN111255010A (en) * | 2020-02-25 | 2020-06-09 | 南开大学 | Urban rainwater runoff groundwater recharge system based on compound LID facility |
| CN113152801A (en) * | 2021-03-19 | 2021-07-23 | 西安理工大学 | Rural courtyard wall external hanging/embedded roof rain collecting system and construction method |
-
2009
- 2009-09-28 CN CN2009202173067U patent/CN201512826U/en not_active Expired - Fee Related
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101891313A (en) * | 2010-08-18 | 2010-11-24 | 哈尔滨工业大学水资源国家工程研究中心有限公司 | Slow-filtration principle-based double cistern water collecting and purifying system |
| CN102359142A (en) * | 2011-08-06 | 2012-02-22 | 江西省丰和营造集团有限公司 | Rainwater recycling system |
| CN103702732A (en) * | 2011-10-20 | 2014-04-02 | 日立造船株式会社 | Apparatus for cleaning filtration layer in seawater infiltration intake |
| CN103702732B (en) * | 2011-10-20 | 2015-04-29 | 日立造船株式会社 | Apparatus for cleaning filtration layer in seawater infiltration intake |
| CN103174195B (en) * | 2012-04-26 | 2015-02-04 | 北京仁创科技集团有限公司 | Water purification and water storage system |
| US9359755B2 (en) | 2012-04-26 | 2016-06-07 | Beijing Rechsand Science & Technology Group Co., Ltd. | Water purification and storage system, water-filtering well and polygonal building block |
| WO2013159737A1 (en) * | 2012-04-26 | 2013-10-31 | 北京仁创科技集团有限公司 | Water purification and storage system, water-filtering well and polygonal building block |
| CN103174194A (en) * | 2012-04-26 | 2013-06-26 | 北京仁创科技集团有限公司 | Water purification and storage system |
| CN103174194B (en) * | 2012-04-26 | 2015-07-15 | 北京仁创科技集团有限公司 | Water purification and storage system |
| CN103174195A (en) * | 2012-04-26 | 2013-06-26 | 北京仁创科技集团有限公司 | Water purification and water storage system |
| CN103174196A (en) * | 2012-04-26 | 2013-06-26 | 北京仁创科技集团有限公司 | Water body purification device |
| CN103174196B (en) * | 2012-04-26 | 2015-04-15 | 北京仁创科技集团有限公司 | Water body purification device |
| CN102757159A (en) * | 2012-08-08 | 2012-10-31 | 南京大学 | Novel papermaking black liquor treatment method and system |
| CN103669490A (en) * | 2012-09-03 | 2014-03-26 | 成都槟果科技有限公司 | Novel filter type outdoor water storage pool |
| CN103541405B (en) * | 2013-10-17 | 2016-02-10 | 广东圣腾科技股份有限公司 | A kind of Full-automatic comprehensive rainwater utilization combination system |
| CN103541405A (en) * | 2013-10-17 | 2014-01-29 | 广东圣腾科技股份有限公司 | Full-automatic comprehensive rainwater utilization combination system |
| CN104436853A (en) * | 2014-12-08 | 2015-03-25 | 苏州础润生态科技有限公司 | Rainwater purifying device |
| CN105317103A (en) * | 2015-11-09 | 2016-02-10 | 同济大学 | Rainwater regulation and storage system having self-governance function |
| CN106088295A (en) * | 2016-06-14 | 2016-11-09 | 中国电建集团贵阳勘测设计研究院有限公司 | Method and system for controlling and utilizing rainwater by modifying existing facilities |
| CN107460933A (en) * | 2017-07-26 | 2017-12-12 | 北京建筑大学 | High-order rainwater oozes storage reclaiming system |
| CN108204029A (en) * | 2018-02-01 | 2018-06-26 | 华洲建设温州有限公司 | A kind of municipal rainwater storage system |
| CN111255010A (en) * | 2020-02-25 | 2020-06-09 | 南开大学 | Urban rainwater runoff groundwater recharge system based on compound LID facility |
| CN113152801A (en) * | 2021-03-19 | 2021-07-23 | 西安理工大学 | Rural courtyard wall external hanging/embedded roof rain collecting system and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100623 Termination date: 20110928 |