CN201539012U - Infiltration-drainage pipe duct for comprehensive utilization of rainwater - Google Patents
Infiltration-drainage pipe duct for comprehensive utilization of rainwater Download PDFInfo
- Publication number
- CN201539012U CN201539012U CN2009202925139U CN200920292513U CN201539012U CN 201539012 U CN201539012 U CN 201539012U CN 2009202925139 U CN2009202925139 U CN 2009202925139U CN 200920292513 U CN200920292513 U CN 200920292513U CN 201539012 U CN201539012 U CN 201539012U
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- infiltration
- rainwater
- basin
- pipe
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- 230000008595 infiltration Effects 0.000 claims abstract description 45
- 238000001764 infiltration Methods 0.000 claims abstract description 45
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 239000004746 geotextile Substances 0.000 claims abstract description 10
- 239000004698 Polyethylene Substances 0.000 claims abstract description 9
- -1 polyethylene Polymers 0.000 claims abstract description 9
- 229920000573 polyethylene Polymers 0.000 claims abstract description 9
- 238000009954 braiding Methods 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims description 2
- 238000012946 outsourcing Methods 0.000 claims description 2
- 230000035515 penetration Effects 0.000 claims description 2
- 239000002689 soil Substances 0.000 abstract description 4
- 230000003247 decreasing effect Effects 0.000 abstract 1
- 239000003673 groundwater Substances 0.000 abstract 1
- 239000007787 solid Substances 0.000 abstract 1
- 230000001502 supplementing effect Effects 0.000 abstract 1
- 239000012466 permeate Substances 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 208000034189 Sclerosis Diseases 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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Abstract
The utility model relates to an infiltration-drainage pipe duct for the comprehensive utilization of rainwater, which consists of an infiltrating rainwater well of polyethylene and an infiltrating pipe duct with a solid wall of polyethylene. The infiltrating rainwater well includes a rainwater infiltrating well type, a split-flow infiltrating rainwater well type and a catchment infiltrating rainwater well type, and both the well wall and the well bottom are provided with holes. The infiltrating pipe duct is a horizontal catchment square duct which is wrapped with a geotextile, and is filled with gravels, and a perforated pipe is arranged inside the duct. The infiltrating rainwater wells are connected with each other through the perforated pipe. The infiltration-drainage pipe duct has the functions such as rainwater collection, storage, conveying, infiltration and storage adjustment and drainage. When used in the region with certain water infiltration capability, the infiltration-drainage pipe duct is capable of effectively decreasing flood peak flow, delaying appearance time of the flood peak, supplementing groundwater and improving water ratio of soil and air moisture.
Description
Affiliated technical field
The utility model relates to a kind of rainwater comprehensive utilization facility, especially builds the Storm Sewer Network of sub-district.
Background technology
For a long time, people give Urban Rainwater Pipe Networks single rainfall runoff discharge function, and a large amount of rainwater run off in vain, have cut off rainwater to phreatic supply.Urbanization process has been aggravated the sclerosis on ground, the increment that underground water obtains from rainfall is less and less, a large amount of rainwater that have multiple area source pollutants pour in pipe network, and flood peak shifts to an earlier date, and flow strengthens, pipe network can't bear the heavy load, the hydrology circulation and the urban ecological environment of nature more become to worsening, and present the city and develop more, and invest big more, drainage is complete more, the strange phenomenon that flood is serious more.Therefore, the angle innovation storm-water drainage technology of an urgent demand from keeping the circulation of the nature hydrology and repairing ecological environment.
Summary of the invention
In order fundamentally to overcome the deficiency of existing drainage system against rain, demonstrate fully the resource theory of soil and rainwater, keep the circulation of the nature hydrology, repair ecological environment, the utility model provides a kind of rainwater comprehensive utilization to ooze sewer, be applicable to that soil has the newly-built of certain percolating water ability area and the Storm Sewer Network of reconstructing, it has rainwater and collects, stores, carries, infiltrates, transfers storage discharging comprehensive function, can economize the land resource, cut down peak flood flow, delay the time that flood peak occurs, replenished underground water, improve the moisture content and the air humidity of soil.
The technical scheme that its technical problem that solves the utility model adopts is: rainwater comprehensive utilization is oozed sewer and is made up of one group of polyethylene finished product infiltration type catch-basin and polyethylene reality wall perforated pipe pipe duct two parts.The infiltration type catch-basin comprises infiltration catch-basin, abandoned stream infiltration catch-basin, three kinds of well types of catchment infiltration catch-basin, the equal perforate in the borehole wall and shaft bottom, and percent opening 1～3%, aperture 16mm has the rainwater infiltration function.The infiltration catch-basin adopts common well lid.The rain penetration well that catchments adopts well to comb, and establishes below well is combed and cuts dirty basket.Abandoned stream infiltration catch-basin, inlet tube and outlet tube below are established and are cut dirty plate, cut dirty plate and are seated on the dirty basket of cutting of bottom, well chamber, cut dirty basket liner geotechnique cloth bag.The infiltration pipe duct is an outsourcing geotextiles, the inner level side of catchmenting canal of filling the rubble rectangular cross section, geotextiles outer periphery 100mm coarse sands layer, ballast grain sizes 25～30mm, braiding channel width B=D+ (2 * 200), the high H=D+ of canal (2 * 200)+Δ H, Δ H=iL in the formula; D-perforated pipe internal diameter mm; L-length of pipe section m; The i-perforated pipe gradient, i=1～2%.Be laid on macadam middle punch pipe, two ends link to each other with the infiltration type catch-basin. in abandoned stream infiltration catch-basin, inlet tube and outlet tube pipe top flushes. in infiltration catch-basin and catchment infiltration well rainwater, the Guan Dingying of water inlet pipe is lower than at the bottom of the pipe of outlet pipe or flushes, be Δ h 〉=0, make pipe duct when rainfall, can store a certain amount of rainwater.Sewer, infiltration type catch-basin and the shared foundation trench of perforated pipe pipe duct are oozed in the rainwater comprehensive utilization.
During rainfall, the rainwater that the roof drainage system discharges is in the waterpower self-cleaning filter enters abandoned stream infiltration catch-basin, and early-stage rainwater enters by filter plate and cuts the dirt basket, and rainfall early-stage rainwater later permeates the ground, and cuts the dirty basket of mud of holding back and regularly removes.Comprise from catchmenting and ooze whole rainwater that sewer is oozed in saturating well of rainwater and the remittance of other environmentally-friendly gutter inlets, flow further downstream under the effect of pipe duct starting point catch-basin and landscape water body water surface discrepancy in elevation H2-H1, simultaneously, rainwater permeates the ground, and is accumulated in the pipe duct.Accumulate infiltrating and being a long-term process of rainwater to the influence of the hydrology, environment.
The beneficial effects of the utility model are, can effectively reduce the pollution of area source of rainwater, save land resources, reduce discharge value, alleviate the draining discharge pressure of existing drainage pipeline networks, reduce the drainage pipeline networks investment cost, replenish underground water source, keep the circulation of the nature hydrology and repair ecological environment, good economic benefit and social benefit are arranged.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the longitudinal plan of the utility model embodiment.
Fig. 2 is the 1-1 sectional view of Fig. 1.
Fig. 3 is the sectional view of the 2-2 of Fig. 1.
1. building roof gutters among the figure, 2. waterpower self-cleaning filter, 3. abandoned stream infiltration catch-basin, 4. well lid, the 4-1 well lid, 5. backfill, 5-1. backfill, 5-2. backfill, 6. top coarse sands layer, 6-1. top coarse sands layer, 6-2. top coarse sands layer, 6-3. the bottom coarse sands layer, 6-4. bottom coarse sands layer, 6-5. bottom coarse sands layer, 7. geotextiles, 7-1. geotextiles, 7-2. geotextiles, 8. rubble side's canal, 8-1. rubble side canal, 8-2 rubble side canal, 9. catchment infiltration catch-basin, 10. well is combed, 11. sections dirty baskets, 12 infiltration catch-basins, 13. landscape water bodies, 14. perforated pipes, 14-1. perforated pipe, 14-2. perforated pipe, 15. shaft bottom perforates, 15-1. the shaft bottom perforate, the perforate of 15-2. shaft bottom, 16. borehole wall perforates, 16.-1. borehole wall perforate, the perforate of the 16-2. borehole wall, 17. sections dirty baskets, 18. cut dirty plate, 19. rainwater pipes, 19-1. rainwater pipe.
The specific embodiment
In Fig. 1, the rainwater that building roof gutter (1) is collected, after waterpower self-cleaning filter (2) filters, send into abandoned stream infiltration catch-basin (3) by rainwater pipe (19), in abandoned stream infiltration catch-basin (3), granule sedimentation in the initial Split-flow rainwater is in the bottom of cutting dirty basket (17), the dirty basket (17) that cuts in the well is used to hold back the foreign material that (19-1) rainwater pipe initial Split-flow rainwater brings, the WIH position of abandoned stream infiltration catch-basin (3) is when flushing at the bottom of perforated pipe (14-2) inlet tube, and rainwater begins to flow to catchment infiltration catch-basin (9) through perforated pipe (14-2).The rainfall runoff on ground, the well that passes catchment infiltration catch-basin (9) is combed (10), is cut dirty basket (11) and enters in the well, the water surface in the well is when flushing at the bottom of perforated pipe (14-1) inlet tube, and rainwater flows to and permeates catch-basin (12), finally enters landscape water body (13) by perforated pipe (14).Because abandoned stream infiltration catch-basin (3), catchment infiltration catch-basin (9), infiltration catch-basin (12) all make borehole wall perforate (16), (16-1), (16-2) and shaft bottom perforate (15), (15-1), (15-2), abandoned stream infiltration rainwater (3), catchment infiltration catch-basin (9), infiltration catch-basin (12) and perforated pipe (14), 14-1), (14-2) be embedded in rubble side's canal (8), (8-1) respectively, (8-2), rainwater permeates the ground in the process of carrying, and is stored in rubble side's canal.Ooze in the excavation groove of sewer, rubble side's canal (8), (8-1), wrap up geotextiles (7), (7-1), (7-2) (8-2), at channel bottom shop coarse sands layer (6-3), (6-4), (6-5), rubble Fang Qu top geotextiles is spread coarse sands layer (6), (6-1), (6-2) outward, prevent that backfill (5), (5-1), (5-2) from entering rubble side's canal and reducing storage capacity, keep the good permeable effect of geotextiles.
Claims (4)
1. sewer is oozed in a rainwater comprehensive utilization, it is characterized in that: form by one group of polyethylene finished product infiltration type catch-basin and the real wall perforated pipe of polyethylene pipe duct two parts, the infiltration type catch-basin comprises infiltration catch-basin, abandoned stream infiltration catch-basin, three kinds of well types of catchment infiltration catch-basin, the infiltration pipe duct is an outsourcing geotextiles, the inner level side of catchmenting canal of filling the rubble rectangular cross section.
2. sewer is oozed in rainwater comprehensive utilization according to claim 1, it is characterized in that: the equal perforate in catch-basin shaft bottom of polyethylene finished product infiltration type, percent opening 1～3%, aperture 16mm, the rainwater infiltration function is arranged, the infiltration catch-basin adopts common well lid, and the rain penetration well that catchments adopts well to comb, and establishes below well is combed and cuts dirty basket, abandoned stream infiltration catch-basin, the inlet tube and outlet tube below is established and is cut dirty plate, cuts dirty plate and is seated on the dirty basket of cutting of bottom, well chamber, cuts dirty basket liner geotechnique cloth bag.
3. sewer is oozed in rainwater comprehensive utilization according to claim 1, it is characterized in that: the real wall perforated pipe of polyethylene pipe duct, ballast grain sizes 25～30mm, braiding channel width B=D+ (2 * 200), the high H=D+ of canal (2 * 200)+Δ H, Δ H=iL, D-perforated pipe internal diameter mm, L-length of pipe section m, the i-perforated pipe gradient, i=1～2%.
4. sewer is oozed in rainwater comprehensive utilization according to claim 1, it is characterized in that: the real wall perforated pipe of polyethylene pipe duct is laid on the perforated pipe in the macadam, percent opening 1～3%.Two ends link to each other with the infiltration type catch-basin, and in abandoned stream infiltration catch-basin, inlet tube and outlet tube pipe top flushes, and in infiltration catch-basin and catchment infiltration well rainwater, the Guan Dingying of water inlet pipe is lower than at the bottom of the pipe of outlet pipe or flushes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202925139U CN201539012U (en) | 2009-12-11 | 2009-12-11 | Infiltration-drainage pipe duct for comprehensive utilization of rainwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202925139U CN201539012U (en) | 2009-12-11 | 2009-12-11 | Infiltration-drainage pipe duct for comprehensive utilization of rainwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201539012U true CN201539012U (en) | 2010-08-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202925139U Expired - Fee Related CN201539012U (en) | 2009-12-11 | 2009-12-11 | Infiltration-drainage pipe duct for comprehensive utilization of rainwater |
Country Status (1)
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|---|---|
| CN (1) | CN201539012U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102086658A (en) * | 2009-12-08 | 2011-06-08 | 北京泰宁科创科技有限公司 | Permeation and drainage pipe duct for comprehensively utilizing rainwater |
| CN102561500A (en) * | 2012-02-06 | 2012-07-11 | 重庆大学 | Green rainwater collection and sewage interception system for building districts |
| CN102966165A (en) * | 2012-11-12 | 2013-03-13 | 三峡大学 | System for eliminating and reducing urban inland inundation by utilizing adsorption layer of green area and inland inundation eliminating and reducing method |
| CN103541421A (en) * | 2013-10-17 | 2014-01-29 | 广东圣腾科技股份有限公司 | Novel rainwater cut-off and permeation drainage integral system |
| CN104278731A (en) * | 2013-07-01 | 2015-01-14 | 天津滨海德美机电设备工程有限公司 | Duckbill valve moistureproof well system |
| CN104695533A (en) * | 2015-01-30 | 2015-06-10 | 北京仁创科技集团有限公司 | Seepage and drainage pipe channel system |
| CN104790506A (en) * | 2015-01-20 | 2015-07-22 | 张军 | Rainwater ventilation and backflow prevention infiltration facility |
| CN105794523A (en) * | 2016-04-11 | 2016-07-27 | 重庆大学 | Tree pool device with rainwater infiltration, storage and purification functions |
| CN108316401A (en) * | 2018-04-25 | 2018-07-24 | 徐州工业职业技术学院 | Prefabricated reinforced concrete assembled is combined to ooze rain-water pit certainly |
-
2009
- 2009-12-11 CN CN2009202925139U patent/CN201539012U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102086658A (en) * | 2009-12-08 | 2011-06-08 | 北京泰宁科创科技有限公司 | Permeation and drainage pipe duct for comprehensively utilizing rainwater |
| CN102561500A (en) * | 2012-02-06 | 2012-07-11 | 重庆大学 | Green rainwater collection and sewage interception system for building districts |
| CN102966165A (en) * | 2012-11-12 | 2013-03-13 | 三峡大学 | System for eliminating and reducing urban inland inundation by utilizing adsorption layer of green area and inland inundation eliminating and reducing method |
| CN104278731A (en) * | 2013-07-01 | 2015-01-14 | 天津滨海德美机电设备工程有限公司 | Duckbill valve moistureproof well system |
| CN103541421A (en) * | 2013-10-17 | 2014-01-29 | 广东圣腾科技股份有限公司 | Novel rainwater cut-off and permeation drainage integral system |
| CN104790506A (en) * | 2015-01-20 | 2015-07-22 | 张军 | Rainwater ventilation and backflow prevention infiltration facility |
| CN104695533A (en) * | 2015-01-30 | 2015-06-10 | 北京仁创科技集团有限公司 | Seepage and drainage pipe channel system |
| CN105794523A (en) * | 2016-04-11 | 2016-07-27 | 重庆大学 | Tree pool device with rainwater infiltration, storage and purification functions |
| CN105794523B (en) * | 2016-04-11 | 2019-05-21 | 重庆大学 | It is a kind of to seep the tree pool device for storing purification function with rainwater |
| CN108316401A (en) * | 2018-04-25 | 2018-07-24 | 徐州工业职业技术学院 | Prefabricated reinforced concrete assembled is combined to ooze rain-water pit certainly |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Free format text: FORMER OWNER: XU ZHITONG |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 102200 NO.8, BAIFU, MACHIKOU TOWN, CHANGPING DISTRICT, BEIJING TO: 102200 NO.8, BAIFU, MACHIKOU, CHANGPING DISTRICT, BEIJING |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20100920 Address after: 102200, 8, Bai hang, Changping District, Beijing Patentee after: Beijing Tidelion Kechuang Science & Technology Co., Ltd. Address before: 102200, Beijing, Changping District, Ma Chi Town, white float No. 8 Co-patentee before: Xu Zhitong Patentee before: Beijing Tidelion Kechuang Science & Technology Co., Ltd. |
|
| C56 | Change in the name or address of the patentee |
Owner name: BEIJING TIDELION S+I RAINWATER HARVESTING TECHNOLO Free format text: FORMER NAME: BEIJING TIDELION KECHUANG SCIENCE + TECHNOLOGY CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 102200 Beijing City, Changping District science and Technology Park, Lianghui River Road No. 6 building 405-425 room Patentee after: Beijing Tidelion S&I Rainwater Harvesting Technology Co., Ltd. Address before: 102200, 8, Bai hang, Changping District, Beijing Patentee before: Beijing Tidelion Kechuang Science & Technology Co., Ltd. |
|
| DD01 | Delivery of document by public notice |
Addressee: Beijing Tidelion S&I Rainwater Harvesting Technology Co., Ltd. Document name: Notification to Pay the Fees |
|
| DD01 | Delivery of document by public notice |
Addressee: Beijing Tidelion S&I Rainwater Harvesting Technology Co., Ltd. Document name: Notification of Termination of Patent Right |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100804 Termination date: 20141211 |
|
| EXPY | Termination of patent right or utility model |