CN109487897A - It stores and seeps device - Google Patents
It stores and seeps device Download PDFInfo
- Publication number
- CN109487897A CN109487897A CN201811377591.9A CN201811377591A CN109487897A CN 109487897 A CN109487897 A CN 109487897A CN 201811377591 A CN201811377591 A CN 201811377591A CN 109487897 A CN109487897 A CN 109487897A
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- CN
- China
- Prior art keywords
- pond body
- section
- infiltration
- osmos tube
- storage according
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The present invention relates to municipal drainages and rainwater control to utilize technical field, provides a kind of storage infiltration device.The device includes the Chi Gai that at least one osmos tube, pond body and lid are located at the top of pond body；The side wall of pond body is from top to bottom connected with water inlet pipe, overflow pipe and outlet pipe in turn；Osmos tube includes the fillter section and infiltration section being located inside and outside pond body, and the import packet of fillter section is equipped with filter cloth, and the outlet of fillter section is connected to across the bottom of pond body with infiltration section, and the circumferential direction for the section that seeps water offers multiple water seepage holes.The present invention plugs osmos tube by the bottom in pond body, and the infiltration section of osmos tube is made to lean out the bottom of pond body, packet sets filter cloth on the fillter section of osmos tube simultaneously, rainwater can not only be stored using pond body, but also surface layer soil below can will be penetrated into after the dmp filter stored in pond body by osmos tube.As it can be seen that the present invention not only supplements underground water, improves rainwater utilization, saved water resource, but also reduce rainfall runoff peak flow.
Description
Technical field
The present invention relates to municipal drainages and rainwater control to utilize technical field, and in particular to a kind of storage infiltration device.
Background technique
With the continuous improvement of Chinese Urbanization level, urban construction increases waterproof ground in city, leads to rainwater
Runoff coefficient increases, i.e., the runoff generated under identical rainfall is bigger.
Rainwater storage tank is the equipment of a kind of adjusting and storage rainwater, plays important work in the storm-water system construction in city
With.Existing rainwater storage tank is mainly used to water storage, carries out concentration discharge again after water level reach a certain height.
Summary of the invention
The object of the present invention is to provide a kind of, and the storage with storage, infiltration and filtering function seeps device, to cut down rainwater diameter
Peak flow, recharge groundwater are flowed, realizes rainfall runoff multi objective control.
To achieve the above object, the present invention provides a kind of storages to seep device, which includes at least one osmos tube, pond body
And lid is located at the Chi Gai at the top of the pond body；The side wall of the pond body be from top to bottom connected in turn water inlet pipe, overflow pipe and
Outlet pipe；The osmos tube includes being located at fillter section inside and outside the pond body and infiltration section, the fillter section into
Mouth packet is equipped with filter cloth, and the outlet of the fillter section is connected to across the bottom of the pond body with the infiltration section, the infiltration section
Circumferential direction offer multiple water seepage holes.
Wherein, the periphery of the fillter section is from top to bottom successively equipped with the first order with metalling and the second graded broken stone
Layer, the first order are greater than the ballast grain sizes for matching metalling in the second level with the ballast grain sizes of metalling.
Wherein, ballast grain sizes of the first order with metalling are 0.5~1.0cm, and the second level is broken with metalling
Stone grain diameter is 0.3~0.5cm.
Wherein, the periphery of the infiltration section is from top to bottom successively equipped with cobble rock layers, fine sand gravel bed, geotextiles and gradation
Metalling.
Wherein, the grain size of gravel of the cobble rock layers is 0.2cm, the gravel partial size of the fine sand gravel bed is 0.1~
0.4cm, the surface density of the geotextiles are 300~400g/m2。
Wherein, the fillter section is detachably connected with the pond body.
Wherein, the fillter section is detachably connected with the infiltration section.
Wherein, the pond, which covers, offers multiple air holes.
Wherein, the filter cloth is permeable non-woven geotextile.
Wherein, be equipped with multiple baffle plates in the pond body, multiple baffle plates along the pond body length direction successively
It is staggered.
The configuration of the present invention is simple, management convenient for safeguarding plug osmos tube by the bottom in pond body, and make the infiltration of osmos tube
Water section leans out the bottom of pond body, while packet sets filter cloth on the fillter section of osmos tube, and rainwater can not only be stored using pond body, and
And also surface layer soil below can will be penetrated into after the dmp filter stored in pond body by osmos tube.As it can be seen that the present invention is not only
It supplemented with underground water, rainwater utilization is improved, green land irrigation water is reduced, has saved water resource, but also reduce rain
Water runoff peak flow.
Detailed description of the invention
Fig. 1 is that one of embodiment of the present invention stores the top view for seeping device；
Fig. 2 is that one of embodiment of the present invention stores the longitudinal sectional view for seeping device；
Fig. 3 is the structural schematic diagram of the osmos tube in the embodiment of the present invention.
Appended drawing reference:
1-1, pond body；1-2, Chi Gai；2, water inlet pipe；3, outlet pipe；4, overflow pipe；
5, osmos tube；5-1, fillter section；5-2, infiltration section；6, air hole；
7, baffle plate；8, filter cloth；9, cobble rock layers；10, fine sand gravel bed；
11, geotextiles；12, graded broken stone layer.
Specific embodiment
To keep the purposes, technical schemes and advantages of invention clearer, below in conjunction with the attached drawing in invention, in invention
Technical solution be explicitly described, it is clear that described embodiment is invention a part of the embodiment, rather than whole realities
Apply example.It is obtained by those of ordinary skill in the art without making creative efforts based on the embodiment in invention
Every other embodiment belongs to the range of invention protection.
In the description of the present invention, unless otherwise indicated, the orientation or position of the instructions such as term " on ", "lower", "top", "bottom"
Setting relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description of the present invention and simplification of the description, rather than
The system or element of indication or suggestion meaning must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot
It is interpreted as limitation of the present invention.
It should be noted that unless otherwise clearly defined and limited, term " connection " shall be understood in a broad sense, for example, can
To be to be fixedly connected, may be a detachable connection, or be integrally connected；It can be directly connected, intermediate matchmaker can also be passed through
Jie is indirectly connected.For the ordinary skill in the art, tool of the above-mentioned term in invention can be understood with concrete condition
Body meaning.
In conjunction with shown in Fig. 1 to Fig. 3, the present invention provides a kind of storage seep device, the device include at least one osmos tube 5,
Pond body 1-1 and lid are located at the pond lid 1-2 at the top of pond body 1-1；The side wall of pond body 1-1 be from top to bottom connected in turn water inlet pipe 2,
Overflow pipe 4 and outlet pipe 3；Osmos tube 5 includes the fillter section 5-1 and infiltration section 5-2 being located inside and outside pond body 1-1, mistake
The import packet for filtering section 5-1 is equipped with filter cloth 8, and the outlet of fillter section 5-1 is connected to infiltration section 5-2 across the bottom of pond body 1-1, seeps
The circumferential direction of water section 5-2 offers multiple water seepage holes.Wherein, filter cloth 8 preferably uses permeable non-woven geotextile.It needs to illustrate
It is that when actual installation, the size of target selection pond body 1-1 and the quantity of osmos tube 5 can be controlled according to rainwater.
In use, if rainwater is just no longer lower to be seeped, at this time after encountering rainy day, ground Surfaces soil water content saturation
Excess surface water directly can flow into pond body 1-1 by water inlet pipe 2.When the flow of inlet water of water inlet pipe 2 is greater than the water flow of outlet pipe 3
When, the water level of rainwater will continue to rise in pond body 1-1.When the water level of rainwater in pond body 1-1 goes up to the height where overflow pipe 4
When spending, the rainwater in pond body 1-1 can be discharged by overflow pipe 4 and outlet pipe 3 simultaneously.At the same time, the rain stored in pond body 1-1
Water can also be directed through filter cloth 8 and flow into infiltration section 5-2 along fillter section 5-1, and in the process, the particulate matter being mingled in rainwater
It is then intercepted by filter cloth 8 with suspended matter.Since the soil moisture content below surface layer below i.e. pond body 1-1 is also unsaturated,
It therefore can be directly by the soil absorption below pond body 1-1 after the water seepage hole outflow that rainwater passes through the infiltration road Duan5-2Yan.
As it can be seen that the device is by plugging osmos tube 5 in the bottom of pond body 1-1, and lean out the infiltration section 5-2 of osmos tube 5
The bottom of pond body 1-1, while packet sets filter cloth 8 on the fillter section 5-1 of osmos tube 5, can not only store rain using pond body 1-1
Water, but also surface layer soil below can will be penetrated into after the dmp filter stored in pond body 1-1 by osmos tube 5.As a result, should
Device not only supplements underground water, improves rainwater utilization, reduce green land irrigation water, saved water resource, but also
Reduce rainfall runoff peak flow.
Preferably, the quantity of osmos tube 5 is multiple, and multiple osmos tubes 5 are evenly arranged on the bottom surface of pond body 1-1.
Further, the periphery of fillter section 5-1 is from top to bottom successively equipped with the first order with metalling and the second level with broken
Rock layers, the first order are greater than the ballast grain sizes for matching metalling in the second level with the ballast grain sizes of metalling.Seep water the peripheral by upper of section 5-2
Cobble rock layers 9, fine sand gravel bed 10, geotextiles 11 and graded broken stone layer 12 are successively equipped under.Wherein, the first order matches metalling
Ballast grain sizes be 0.5~1.0cm, the second level with metalling ballast grain sizes be 0.3~0.5cm.The gravel grain of cobble rock layers 9
Diameter is 0.2cm, and the gravel partial size of fine sand gravel bed 10 is 0.1~0.4cm, and the surface density of geotextiles 11 is 300~400g/m2。
Since the partial size of the periphery fillter section 5-1 filler is from top to bottom sequentially reduced, therefore rainwater is flowing into fillter section 5-1
Its particulate matter being mingled with and suspended matter can carry out layering by these fillers before, to can not only extend filter cloth 8
Effective storage life, and filtration time can also be extended.In addition, due to infiltration the periphery section 5-2 filler partial size be also by up to
Under be sequentially reduced, and section packing material size of the periphery 5-2 that seeps water is less than the packing material size of the periphery fillter section 5-1, therefore pond body 1-1
When the rainwater of interior storage is fed to underground water by osmos tube 5, the particulate matter and suspended matter being mingled in rainwater can be intercepted substantially
Deposition is fed to not only ensure to the Rainwater Quality of underground water, but also also avoids deposit blocking infiltration section 5-2.
Preferably, for the ease of regularly replacing filter cloth 8, fillter section 5-1 is detachably connected with pond body 1-1.It is highly preferred that
Fillter section 5-1 is detachably connected with infiltration section 5-2.
Preferably, multiple air holes 6, the air in order to be discharged in pond body 1-1 are offered on pond lid 1-2.
In addition, being equipped in pond body 1-1 multiple to reduce flowing velocity of the rainwater in pond body 1-1, extend filtration time
Baffle plate 7, multiple baffle plates 7 are successively staggered along the length direction of pond body 1-1, that is to say, that two adjacent baffle plates 7
It encloses to set with the inner wall of pond body 1-1 to form S-shaped runner.For example, the baffle plate 7 of three same sizes can be uniform staggered in pond body 1-1,
It is divided into three equidistant gallerys inside pond body 1-1 at this time.As a result, into pond body 1-1 rainwater just can in pulling flow type into
Enter each gallery, and then rainwater flow velocity can be slowed down, cut down rainwater peak value.
From the foregoing, it will be observed that the device, which has, regulates and stores, permeates and purifies multiple work for compared to traditional rainwater storage tank
With by the fillter section 5-1 in osmos tube 5 using precipitation removal Parts of deposits, it is heavy when water outlet not only to significantly reduce
The ratio of product object simplifies dredging work, but also increases effectively the earth's surface infiltration rate of rainwater, improves the utilization of water resource
Rate.
Finally, it should be noted that above embodiments are only to illustrate the technical solution of invention, rather than its limitations；Although ginseng
Invention is described in detail according to previous embodiment, those skilled in the art should understand that: it still can be right
Technical solution documented by foregoing embodiments is modified or equivalent replacement of some of the technical features；And this
It modifies or replaces, the spirit and scope for each embodiment technical solution of invention that it does not separate the essence of the corresponding technical solution.
Claims (10)
1. a kind of storage seeps device, which is characterized in that be located at the top of the pond body including at least one osmos tube, pond body and lid
Chi Gai；The side wall of the pond body is from top to bottom connected with water inlet pipe, overflow pipe and outlet pipe in turn；The osmos tube includes difference
Fillter section and infiltration section inside and outside the pond body, the import packet of the fillter section are equipped with filter cloth, the fillter section
Outlet be connected to across the bottom of the pond body with the infiltration section, it is described infiltration section circumferential direction offer multiple water seepage holes.
2. storage according to claim 1 seeps device, which is characterized in that the periphery of the fillter section is from top to bottom successively laid with
There is the first order with metalling and the second level with metalling, the first order is greater than the second level with the ballast grain sizes of metalling and matches
The ballast grain sizes of metalling.
3. storage according to claim 2 seeps device, which is characterized in that ballast grain sizes of the first order with metalling are
0.5~1.0cm, ballast grain sizes of the second level with metalling are 0.3~0.5cm.
4. storage according to claim 1 seeps device, which is characterized in that the periphery of the infiltration section is from top to bottom successively laid with
There are cobble rock layers, fine sand gravel bed, geotextiles and graded broken stone layer.
5. storage according to claim 4 seeps device, which is characterized in that the grain size of gravel of the cobble rock layers is 0.2cm, institute
The gravel partial size for stating fine sand gravel bed is 0.1~0.4cm, and the surface density of the geotextiles is 300~400g/m2。
6. storage according to claim 1 seeps device, which is characterized in that the fillter section is detachably connected with the pond body.
7. storage according to claim 6 seeps device, which is characterized in that the fillter section detachably connects with the infiltration section
It connects.
8. storage according to claim 1 seeps device, which is characterized in that the pond, which covers, offers multiple air holes.
9. storage according to claim 1 seeps device, which is characterized in that the filter cloth is permeable non-woven geotextile.
10. storage according to any one of claims 1 to 9 seeps device, which is characterized in that be equipped with multiple bafflings in the pond body
Plate, multiple baffle plates are successively staggered along the length direction of the pond body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811377591.9A CN109487897A (en) | 2018-11-19 | 2018-11-19 | It stores and seeps device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811377591.9A CN109487897A (en) | 2018-11-19 | 2018-11-19 | It stores and seeps device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109487897A true CN109487897A (en) | 2019-03-19 |
Family
ID=65696264
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811377591.9A Pending CN109487897A (en) | 2018-11-19 | 2018-11-19 | It stores and seeps device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109487897A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205000400U (en) * | 2015-09-23 | 2016-01-27 | 上海彪能建筑科技有限公司 | Rainwater infiltration system |
| CN205224230U (en) * | 2015-11-06 | 2016-05-11 | 厦门理工学院 | LID type urban rainwater oozes and holds clean drainage closed conduit |
| CN105908588A (en) * | 2016-04-15 | 2016-08-31 | 北京建筑大学 | Permeable pavement system for weakly-permeable soil regions |
| KR20170027534A (en) * | 2015-09-02 | 2017-03-10 | 부산대학교 산학협력단 | Perforated pile with composite section |
| CN206127800U (en) * | 2016-11-02 | 2017-04-26 | 南京普兰宁建设工程咨询有限公司 | Sponge city infiltration road structure |
| CN106836442A (en) * | 2017-03-30 | 2017-06-13 | 北京建筑大学 | Road runoff discarding system and road runoff filtration system |
| CN206308775U (en) * | 2016-12-07 | 2017-07-07 | 上海浦东建筑设计研究院有限公司 | A kind of rainwater oozes tubular construction |
-
2018
- 2018-11-19 CN CN201811377591.9A patent/CN109487897A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20170027534A (en) * | 2015-09-02 | 2017-03-10 | 부산대학교 산학협력단 | Perforated pile with composite section |
| CN205000400U (en) * | 2015-09-23 | 2016-01-27 | 上海彪能建筑科技有限公司 | Rainwater infiltration system |
| CN205224230U (en) * | 2015-11-06 | 2016-05-11 | 厦门理工学院 | LID type urban rainwater oozes and holds clean drainage closed conduit |
| CN105908588A (en) * | 2016-04-15 | 2016-08-31 | 北京建筑大学 | Permeable pavement system for weakly-permeable soil regions |
| CN206127800U (en) * | 2016-11-02 | 2017-04-26 | 南京普兰宁建设工程咨询有限公司 | Sponge city infiltration road structure |
| CN206308775U (en) * | 2016-12-07 | 2017-07-07 | 上海浦东建筑设计研究院有限公司 | A kind of rainwater oozes tubular construction |
| CN106836442A (en) * | 2017-03-30 | 2017-06-13 | 北京建筑大学 | Road runoff discarding system and road runoff filtration system |
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Legal Events
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190319 |
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| RJ01 | Rejection of invention patent application after publication |