CN205000400U - Rainwater infiltration system - Google Patents
Rainwater infiltration system Download PDFInfo
- Publication number
- CN205000400U CN205000400U CN201520743364.9U CN201520743364U CN205000400U CN 205000400 U CN205000400 U CN 205000400U CN 201520743364 U CN201520743364 U CN 201520743364U CN 205000400 U CN205000400 U CN 205000400U
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- Prior art keywords
- well
- infiltration
- rainwater
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- module
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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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Abstract
The utility model relates to a rainwater infiltration system, including infiltration well, catchment well, cistern and infiltration module, the cistern is provided with the deposit module, the lower part of catchment well sets up in the cistern, connect through permeate tube between the infiltration well, the infiltration well the end pass through permeate tube with the entrance intercommunication of catchment well, the infiltration module pass through permeate tube with the entrance intercommunication of catchment well, infiltration well and permeate tube all are provided with the infiltration hole, the lower part of catchment well is provided with catchment well delivery port. The utility model discloses an effect of permeate tube, infiltration well, cistern, infiltration module etc. Has not only realized the infiltration anaplerosis of groundwater, has realized the delay of earth's surface rainwater in addition, lets the rainwater velocity of flow slow down, is favorable to rainwater infiltration, has more reduced the pressure of rainwater earth's surface flow and municipal rainwater pipe network, has realized the effect of holding, stagnate of rainwater, is favorable to important resource that the rainwater becomes city sustainable development and improves ecological environment.
Description
Technical field
The utility model relates to a kind of rain processing system, is specifically related to a kind of rainwater penetration system.
Background technology
For a long time, no matter be the public infrastructure development such as housing development or road, square, network of underground, mostly adopt steel concrete to harden, revolutionize the original ecology in earth's surface, increase rainfall runoff, cause rainwater resource to run off, urban ecological system is disorderly, and geological disaster happens occasionally, exacerbate urban waterlogging, haze and heat island effect, once rain for a long time, the rainwater if sewer can not in time, successfully be drained, just there will be serious urban waterlogging.
In order to alleviate Urban Water Environment problem, construction sponge city is a desirable selection.Sponge city refers to as sponge; water suction when raining, retaining, infiltration, water purification; when needing, the water stored discharged and be used; combine with natural way and artificial measures; under the prerequisite of draining flood safety; realize the accumulation of rainwater in city area, infiltration, purification to greatest extent, promote utilization and the ecological environmental protection of rainwater resource.
CN104532938A (date of publication on 04 22nd, 2015) discloses a kind of rainwater accumulation system, take community as unit, comprise the outdoor greening system that building roof builds, multiple ecological filter that Around Buildings is arranged and 1-2 landscape reservoir, the other ecological grass trench system arranged of parking lot, community, square and community's road.The feature of this rainwater accumulation system: by building greening system at building roof, ground arranges rainwater-collecting tank, ecological filter, ecological grass trench system etc., and it is main for below the discharge regime of rainwater being oozed, covers underground water.
Although above-mentioned rainwater accumulation system of the prior art can meet certain needs, still there is certain defect in it: such as, and the construction of ecological filter, ecological grass trench system is inconvenient, cause efficiency of construction low, cost is high, and reproducibility is poor, is unfavorable for industrial large-scale production.
Therefore, exist for rainwater penetration system and further improve and optimize demand, this is not only city managers' problem in the urgent need to address, especially the power that is accomplished of the utility model and starting point place.
Utility model content
In order to overcome the above-mentioned technical problem that prior art exists, the present inventor is after having carried out a large amount of further investigations, thus complete the utility model, key fitment of the present utility model can large-scale production, cost is low, when constructing, application also facilitates, and efficiency of construction is high, is conducive to wide popularization and application.
The utility model is achieved through the following technical solutions, a kind of rainwater penetration system, comprise: infiltration well, charge for remittance well, reservoir and osmosis module, described reservoir is provided with savings module, the bottom of described charge for remittance well is arranged in described reservoir, connected by osmos tube between described infiltration well, the end of described infiltration well is communicated with by the entrance of osmos tube with described charge for remittance well, described osmosis module is also communicated with by the entrance of osmos tube with described charge for remittance well, described infiltration well and described osmos tube are provided with lower seepage hole, the bottom of described charge for remittance well is provided with charge for remittance well delivery port.
Preferably, the osmos tube between described infiltration well, from water inlet end to water outlet end, raises gradually and presents inclination attitude placement.
Preferably, the surrounding of described infiltration well, osmos tube, reservoir, osmosis module is from inside to outside made up of macadam, geotextiles permeable formation, coarse sand bed course successively, further preferably, is also provided with back fill course above the outside of described coarse sand bed course.
Preferably, described coarse sand bed course is that 50mm is thick.
Preferably, described savings module and described osmosis module adopt polypropylene material to make.
Compared with prior art, the beneficial effects of the utility model are as follows: the utility model is by the comprehensive function of infiltration well, osmos tube, reservoir, osmosis module etc., not only achieve the covering of underground water, and achieve the delay of surface rain, allow rainwater reduced velocity flow, be conducive to rainwater to permeate, more decrease the pressure of rainwater earth's surface flow and municipal Storm Sewer Network, therefore achieve the effect of the storing of rainwater, stagnant aspect, being conducive to rainwater becomes the valuable source of urban sustainable development and improves the ecological environment.
Accompanying drawing explanation
By reading the detailed description done non-limiting example with reference to the following drawings, other features, objects and advantages of the present utility model will become more obvious:
Fig. 1 is the overall structure schematic diagram of an embodiment of the present utility model;
Fig. 2 is the enlarged diagram of a part in Fig. 1;
Fig. 3 is the enlarged diagram of b part in Fig. 1;
Fig. 4 is the enlarged diagram of c part in Fig. 1.
In figure: 1, vegetable layer; 2, back fill course; 3, well is permeated; 4, lower seepage hole; 5, osmos tube; 6, macadam; 7, geotextiles permeable formation; 8, coarse sand bed course; 9, charge for remittance well; 10, charge for remittance well delivery port; 11, reservoir; 12, module is saved; 13, osmosis module; 14, stormwater tank.
Detailed description of the invention
Below in conjunction with specific embodiment, the utility model is described in detail.Following examples will contribute to those skilled in the art and understand the utility model further, but not limit the utility model in any form.It should be pointed out that to those skilled in the art, without departing from the concept of the premise utility, some distortion and improvement can also be made.These all belong to protection domain of the present utility model.
Rainwater penetration system as Figure 1-Figure 4, comprise three infiltration wells 3, charge for remittance well 9, reservoir 11 and osmosis module 13, reservoir 11 is provided with savings module 12, the bottom of charge for remittance well 9 is arranged in reservoir 11, be communicated with by osmos tube 5 between three infiltration wells 3, the end of infiltration well 3 is communicated with the entrance of charge for remittance well 9 by osmos tube 5, osmosis module 13 is also communicated with the entrance of charge for remittance well 9 by osmos tube 5, infiltration well 3 and osmos tube 5 are provided with lower seepage hole 4, the bottom of charge for remittance well 9 is provided with charge for remittance well delivery port 10 (charge for remittance well delivery port 10 is buried in savings module 12), permeate the height of height higher than the delivery port of infiltration well 3 of the water inlet of well 3, namely the water inlet permeating well 3 is positioned at the top of the delivery port of infiltration well 3, make to permeate osmos tube 5 between well 3 from water inlet end to water outlet end, raise gradually and present inclination attitude placement, osmos tube 5, infiltration well 3, reservoir 11, from inside to outside by macadam 6, (rubble can adopt the stone of lay asphalt highway to the surrounding of osmosis module 13 successively, also cobble can be adopted), geotextiles permeable formation 7, the coarse sand bed course 8 that 50mm is thick forms, above the outside of coarse sand bed course 8, back fill course 2 can be set, the upper surface of back fill course 2 can be provided with vegetable layer 1 to afforest, also the stormwater tank 14 that some collect rainwater can be provided with, infilter under rainwater in stormwater tank 14 passes through into osmosis module 13, savings module 12 can adopt polypropylene material to make the square module of porous with osmosis module 13, convenient transport and installation.
The rainwater penetration system that the present embodiment provides not only plays the osmosis of lower saturating rain water by arranging osmos tube, infiltration well and osmosis module, and the periphery of infiltration well and osmos tube encloses rubble, geotextiles and coarse sand, filter rainwater by rubble, geotextiles and coarse sand, play dmp filter and the hydropexic function of rain, under blend be detained after unnecessary rainwater carry out water conservancy diversion again and store to reservoir, and then unnecessary stormwater overflow is discharged into Storm Sewer Network, like this by infiltration well, osmos tube, reservoir, the comprehensive function of osmosis module etc., covering is oozed under not only achieving underground water, and achieve the delay of surface rain, allow rainwater reduced velocity flow, be conducive to oozing under rainwater carries out, more decrease the pressure of rainwater earth's surface flow and municipal Storm Sewer Network, therefore the rainwater penetration system that the present embodiment provides achieves storing of rainwater, the effect of the aspect such as stagnant, be conducive to rainwater become the valuable source of urban sustainable development and improve the ecological environment.
Above specific embodiment of the utility model is described.It is to be appreciated that the utility model is not limited to above-mentioned particular implementation, those skilled in the art can make various distortion or amendment within the scope of the claims, and this does not affect flesh and blood of the present utility model.
Claims (6)
1. a rainwater penetration system, it is characterized in that, comprise: infiltration well, charge for remittance well, reservoir and osmosis module, described reservoir is provided with savings module, the bottom of described charge for remittance well is arranged in described reservoir, connected by osmos tube between described infiltration well, the end of described infiltration well is communicated with by the entrance of osmos tube with described charge for remittance well, described osmosis module is also communicated with by the entrance of osmos tube with described charge for remittance well, described infiltration well and described osmos tube are provided with lower seepage hole, and the bottom of described charge for remittance well is provided with charge for remittance well delivery port.
2. a kind of rainwater penetration system as claimed in claim 1, is characterized in that, the osmos tube between described infiltration well, from water inlet end to water outlet end, raises gradually and presents inclination attitude placement.
3. a kind of rainwater penetration system as claimed in claim 1, is characterized in that, the surrounding of described infiltration well, osmos tube, reservoir, osmosis module is from inside to outside made up of macadam, geotextiles permeable formation, coarse sand bed course successively.
4. a kind of rainwater penetration system as claimed in claim 3, is characterized in that, is also provided with back fill course above the outside of described coarse sand bed course.
5. a kind of rainwater penetration system as claimed in claim 3, is characterized in that, described coarse sand bed course is that 50mm is thick.
6. a kind of rainwater penetration system as claimed in claim 1, is characterized in that, described savings module and described osmosis module adopt polypropylene material to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520743364.9U CN205000400U (en) | 2015-09-23 | 2015-09-23 | Rainwater infiltration system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520743364.9U CN205000400U (en) | 2015-09-23 | 2015-09-23 | Rainwater infiltration system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205000400U true CN205000400U (en) | 2016-01-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520743364.9U Expired - Fee Related CN205000400U (en) | 2015-09-23 | 2015-09-23 | Rainwater infiltration system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205000400U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507412A (en) * | 2015-12-31 | 2016-04-20 | 武汉美华禹水环境有限公司 | Pi-shaped precast concrete member permeable detention pond |
| CN105672402A (en) * | 2016-02-02 | 2016-06-15 | 广州聚注专利研发有限公司 | City park rainwater collection and treatment system |
| CN105735461A (en) * | 2016-04-14 | 2016-07-06 | 日照市东兴城市配套设备有限公司 | Well and water collection well |
| CN105863022A (en) * | 2016-05-16 | 2016-08-17 | 北京雨人润科生态技术有限责任公司 | Multifunctional delayed drainage port suitable for rainwater infiltration drainage and bioretention facility |
| CN106088225A (en) * | 2016-08-12 | 2016-11-09 | 江汇 | It is provided with the Rain Garden of sand drain well |
| CN106522339A (en) * | 2016-08-17 | 2017-03-22 | 高节义 | Rainwater zero drainage facility for cities and villages |
| CN109469181A (en) * | 2018-11-08 | 2019-03-15 | 江苏永通市政园林建设有限公司 | A kind of sponge urban rainwater collection system |
| CN109487897A (en) * | 2018-11-19 | 2019-03-19 | 北京建筑大学 | It stores and seeps device |
| CN112227459A (en) * | 2020-10-21 | 2021-01-15 | 江苏海绵城市技术研究院有限公司 | Sponge city rainwater deep well linkage infiltration replenishment system |
| CN113073510A (en) * | 2021-04-14 | 2021-07-06 | 安徽省宁合建筑工程有限公司 | Greening process based on sponge city |
-
2015
- 2015-09-23 CN CN201520743364.9U patent/CN205000400U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507412A (en) * | 2015-12-31 | 2016-04-20 | 武汉美华禹水环境有限公司 | Pi-shaped precast concrete member permeable detention pond |
| CN105672402A (en) * | 2016-02-02 | 2016-06-15 | 广州聚注专利研发有限公司 | City park rainwater collection and treatment system |
| CN105735461A (en) * | 2016-04-14 | 2016-07-06 | 日照市东兴城市配套设备有限公司 | Well and water collection well |
| CN105863022A (en) * | 2016-05-16 | 2016-08-17 | 北京雨人润科生态技术有限责任公司 | Multifunctional delayed drainage port suitable for rainwater infiltration drainage and bioretention facility |
| CN106088225A (en) * | 2016-08-12 | 2016-11-09 | 江汇 | It is provided with the Rain Garden of sand drain well |
| CN106522339A (en) * | 2016-08-17 | 2017-03-22 | 高节义 | Rainwater zero drainage facility for cities and villages |
| CN109469181A (en) * | 2018-11-08 | 2019-03-15 | 江苏永通市政园林建设有限公司 | A kind of sponge urban rainwater collection system |
| CN109487897A (en) * | 2018-11-19 | 2019-03-19 | 北京建筑大学 | It stores and seeps device |
| CN112227459A (en) * | 2020-10-21 | 2021-01-15 | 江苏海绵城市技术研究院有限公司 | Sponge city rainwater deep well linkage infiltration replenishment system |
| CN113073510A (en) * | 2021-04-14 | 2021-07-06 | 安徽省宁合建筑工程有限公司 | Greening process based on sponge city |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170203 Address after: 200000 Shanghai Binhai tourist resort, Pudong New Area, No. 4 West Road, building 437, room 1 Patentee after: Shanghai Mingdong Construction Co., Ltd. Address before: The new town of Pudong New Area Nanhui Lake West Road 201308 Shanghai City No. 333 block C room 8357 Patentee before: SHANGHAI BIAONENG BUILDING TECHNOLOGY CO., LTD. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160127 Termination date: 20200923 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |