CN208934082U - Sponge cell leans on wall seepage well system - Google Patents
Sponge cell leans on wall seepage well system Download PDFInfo
- Publication number
- CN208934082U CN208934082U CN201821685638.3U CN201821685638U CN208934082U CN 208934082 U CN208934082 U CN 208934082U CN 201821685638 U CN201821685638 U CN 201821685638U CN 208934082 U CN208934082 U CN 208934082U
- Authority
- CN
- China
- Prior art keywords
- seepage well
- planting soil
- layer
- well
- soil layer
- 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.)
- Active
Links
Classifications
-
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
The utility model discloses a kind of sponge cells to lean on wall seepage well system, including the seepage well being set on ground, the seepage well is formed using concreting and has upper opening, the sponge cell further includes the lower part planting soil layer being set on ground by wall seepage well system, and it is communicated with that stormwater overflow pipe, connection rain goes out family pipe on right side on the left side of the seepage well, the lowest part of the stormwater overflow pipe is located on the upper surface of the planting soil layer, which goes out the distance between the lowest part of family pipe and the upper surface of the planting soil layer with 100-300mm；Metalling, sand hill layer and pebble layer are successively arranged in the seepage well from bottom to up；Stainless steel sunk type well lid or careless basin well lid are equipped at the upper opening of the seepage well, the stainless steel sunk type well lid or careless basin well lid are equipped with top planting soil layer.The utility model has the advantages that: it is suitable for sponge housing estate development.
Description
Technical field
The present invention relates to urban construction technical fields, lean on wall seepage well system more particularly, to a kind of sponge cell.
Background technique
In recent years, the urban construction of China sponge, which worked, is carried forward vigorously.
About sponge urban construction, although firmly the portion of building has put into effect " sponge urban construction design guidelines ", China north and south gas
Time environmental difference is larger, and different regions rainfall, plant growing condition also differ widely, and Urban Underground water level, water system part etc. are all
It will affect the implementation of sponge city measure.Therefore, various regions must explore the engineering measure for being suitble to local feature, cannot simply shine
The some ways for removing other cities need the technical manual of the formulation various regions of adaptation to local conditions.
It is an important ring for sponge housing estate development for example, cell seepage well is rationally arranged and utilized.
Summary of the invention
In view of the deficiency of the prior art, the object of the present invention is to provide a kind of sponge cells to lean on wall seepage well system
System, it has the characteristics that be suitable for sponge housing estate development.
To achieve the goals above, the technical scheme adopted by the invention is that: sponge cell leans on wall seepage well system, including sets
The seepage well being placed on ground, the seepage well form using concreting and have upper opening,
The sponge cell further includes the lower part planting soil layer being set on ground by wall seepage well system, and a left side for the seepage well
It is communicated with that stormwater overflow pipe, connection rain goes out family pipe on right side on side, the lowest part of the stormwater overflow pipe is located at this kind
On the upper surface for planting soil layer, which, which goes out between the lowest part of family pipe and the upper surface of the planting soil layer, has 100-300mm's
Distance；
Metalling, sand hill layer and pebble layer are successively arranged in the seepage well from bottom to up；
Stainless steel sunk type well lid or careless basin well lid, the stainless steel sunk type well lid are equipped at the upper opening of the seepage well
Or careless basin well lid is equipped with top planting soil layer.
The partial size of rubble used in the metalling is 3-5mm, and sand hill layer uses partial size for the grit of 1-3mm, coarse sand
The external package geotechnique packet of stone, the cobblestone partial size that pebble layer uses is 10-20mm.
The top planting soil layer and/or lower part planting soil layer with a thickness of 100-200mm.
After adopting the above structure, the invention has the advantages that compared with the prior art: be suitable for sponge housing estate development.
Sponge cell of the invention by wall seepage well system can the infiltration of water storage in short-term, and flow velocity can be slowed down, not only meet sponge row
Water demand, and achieved the effect that safe, practical.Meanwhile planting soil is used on well lid, community scenery effect is not influenced.And
Cooperated using a variety of metallings etc., cost can be reduced, is also conducive to the maintenance of later period energy dissipating rubble.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples:
Fig. 1 is the front sectional view of the embodiment of the present invention.
In figure:
10, seepage well, 11, stormwater overflow pipe, 12, rainwater go out family pipe；
20, lower part planting soil layer；
31, metalling, 32, sand hill layer, 33, pebble layer；
40, stainless steel sunk type well lid or careless basin well lid；
50, top planting soil layer；
100, ground.
Specific embodiment
Embodiment, as shown in Figure 1: sponge cell leans on wall seepage well system, should including the seepage well 10 being set on ground 100
Seepage well 10 is formed using concreting and has upper opening.Obviously, the inner cavity lower part of the seepage well 10 is directly connected to ground
100。
Further say:
The sponge cell further includes the lower part planting soil layer 20 being set on ground 100 by wall seepage well system.Certainly, lower part
Planting soil layer 20 is not only located at outside the seepage well 10, while being located at the intracavity bottom of the seepage well 10.On the left side of the seepage well 10
It is communicated with that stormwater overflow pipe 11, connection rain goes out family pipe 12 on right side.The lowest part of the stormwater overflow pipe 11 is located at this kind
On the upper surface for planting soil layer 20, which, which goes out, has 100-between the lowest part of family pipe 12 and the upper surface of the planting soil layer 20
The distance of 300mm.That is, the stormwater overflow pipe 11 and the rainwater, which go out, has difference in height between family pipe 12.In this way, convenient for closing
The flow direction of reason guidance rainwater.
Metalling 31, sand hill layer 32 and pebble layer 33 are successively arranged in the seepage well 10 from bottom to up.
Stainless steel sunk type well lid or careless basin well lid 40, the stainless steel sunk type well are equipped at the upper opening of the seepage well 10
Lid or careless basin well lid 40 are equipped with top planting soil layer 50.
Optimization:
The partial size of rubble used in the metalling 31 is 3-5mm.Sand hill layer 32 uses partial size for the grit of 1-3mm, slightly
The external package geotechnique packet of sandstone.The cobblestone partial size that pebble layer 33 uses is 10-20mm.
Top planting soil layer 50 and/or lower part planting soil layer 20 with a thickness of 100-200mm.
In this way, going out height locating for family pipe 12 by rationally setting stormwater overflow pipe 11 and rainwater, water storage in short-term is met
And the purpose permeated when long.Meanwhile using the reasonably combined of metalling 31, sand hill layer 32 and pebble layer 33, pole is reached
Good slows down flow velocity, effect convenient for safeguarding.Through experiments, it was found that the influence pole using suitable rubble voidage to using effect
Greatly, rubble porosity excellent of the invention.And planting soil layer is rationally set, it can preferably keep the scape of cell
See effect.That is, seepage well system of the invention, can preferably meet the use needs of sponge cell.
The above description is only a preferred embodiment of the present invention, is not intended to limit the scope of the invention, all utilizations
Equivalent structure or equivalent flow shift made by description of the invention and accompanying drawing content is applied directly or indirectly in other correlations
Technical field, be included within the scope of the present invention.
Claims (3)
1. sponge cell leans on wall seepage well system, including the seepage well (10) being set on ground (100), which uses coagulation
Soil, which pours, to be formed and has upper opening, it is characterised in that:
The sponge cell further includes the lower part planting soil layer (20) being set on ground (100) by wall seepage well system, and the infiltration
It is communicated with that stormwater overflow pipe (11), connection rain goes out family pipe (12), the stormwater overflow on right side on the left side of well (10)
The lowest part of pipe (11) is located on the upper surface of the planting soil layer (20), which goes out the lowest part and the planting soil of family pipe (12)
With the distance of 100-300mm between the upper surface of layer (20)；
It is successively arranged metalling (31), sand hill layer (32) and pebble layer (33) from bottom to up in the seepage well (10)；
Stainless steel sunk type well lid or careless basin well lid (40), the stainless steel sunk type are equipped at the upper opening of the seepage well (10)
Well lid or careless basin well lid (40) are equipped with top planting soil layer (50).
2. sponge cell according to claim 1 leans on wall seepage well system, it is characterised in that: broken used in the metalling (31)
The partial size of stone is 3-5mm, and sand hill layer (32) uses partial size for the grit of 1-3mm, the external package geotechnique packet of grit, goose
The cobblestone partial size that boulder bed (33) uses is 10-20mm.
3. sponge cell according to claim 1 leans on wall seepage well system, it is characterised in that: the top planting soil layer (50)
And/or lower part planting soil layer (20) with a thickness of 100-200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821685638.3U CN208934082U (en) | 2018-10-17 | 2018-10-17 | Sponge cell leans on wall seepage well system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821685638.3U CN208934082U (en) | 2018-10-17 | 2018-10-17 | Sponge cell leans on wall seepage well system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208934082U true CN208934082U (en) | 2019-06-04 |
Family
ID=66724956
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821685638.3U Active CN208934082U (en) | 2018-10-17 | 2018-10-17 | Sponge cell leans on wall seepage well system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208934082U (en) |
-
2018
- 2018-10-17 CN CN201821685638.3U patent/CN208934082U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202416437U (en) | Collection and comprehensive utilization system for rainwater | |
| CN107816082A (en) | A kind of sponge roof rainwater collection reutilization system | |
| CN206352331U (en) | The concave herbaceous field structure of sponge the idea of the city | |
| CN100424281C (en) | Linear contacting water-collecting device | |
| CN201972229U (en) | Residential rainwater comprehensive utilization system device | |
| CN211646629U (en) | Energy dissipation type flower bed suitable for drainage of sponge city high-rise building | |
| CN105926408A (en) | Garden ecological rainwater feeding and draining system | |
| CN206681119U (en) | A kind of discharge structure for recessed greenery patches | |
| CN202401516U (en) | Rainwater collection and utilization unit according to water quality | |
| CN103967105A (en) | Housing cluster rainwater ecological drain-off system | |
| CN203741704U (en) | Rainwater collecting and recycling system for overpass | |
| CN211080261U (en) | Highway side slope protective structure | |
| CN109868878A (en) | A kind of large size Karst depression hydrophobic structure and its construction method | |
| CN208934082U (en) | Sponge cell leans on wall seepage well system | |
| CN206971036U (en) | Lawn watering system for sponge city | |
| CN209397686U (en) | A kind of first rain control system of rainwash | |
| CN207538171U (en) | A kind of rain collection well of ecological garden | |
| CN207905087U (en) | A kind of Rain Garden overflow well | |
| CN207812613U (en) | A kind of sponge type rain flood ejectment system | |
| CN105464190A (en) | Green space rain sewage reuse system | |
| CN107401205A (en) | A kind of karst depression rainfall utilizes system | |
| CN204311551U (en) | Combined rainwater seepage well | |
| CN209384340U (en) | A kind of first rain control structure of rainwash | |
| CN102587597B (en) | Rainwater vertical tube mounting structure for flat roof of building based on low impact development thought and mounting method | |
| CN209101111U (en) | A kind of embedding floor-lamp structure in sponge city |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |