CN205874886U - Town road rainwater processing system - Google Patents
Town road rainwater processing system Download PDFInfo
- Publication number
- CN205874886U CN205874886U CN201620586366.6U CN201620586366U CN205874886U CN 205874886 U CN205874886 U CN 205874886U CN 201620586366 U CN201620586366 U CN 201620586366U CN 205874886 U CN205874886 U CN 205874886U
- Authority
- CN
- China
- Prior art keywords
- basin
- catch
- processing system
- rainwater
- gutter
- 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
- 239000011083 cement mortar Substances 0.000 claims abstract description 14
- 230000035699 permeability Effects 0.000 claims description 16
- 230000000149 penetrating effect Effects 0.000 claims description 14
- 239000002689 soil Substances 0.000 claims description 8
- 239000011347 resin Substances 0.000 claims description 4
- 229920005989 resin Polymers 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 3
- 229910001141 Ductile iron Inorganic materials 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 13
- 230000008595 infiltration Effects 0.000 abstract description 8
- 238000001764 infiltration Methods 0.000 abstract description 8
- 239000012466 permeate Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 241001464837 Viridiplantae Species 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 241000521257 Hydrops Species 0.000 description 1
- 206010030113 Oedema Diseases 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000001175 rotational moulding Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Sewage (AREA)
Abstract
The utility model provides a town road rainwater processing system, escape canal that it set up including the even interval of kerb length direction along the road, the top in escape canal is provided with foraminiferous apron, and the escape canal sets up the car lane side at the curb, be provided with on the curb with the communicating outlet in escape canal, the greenbelt of curb side is provided with the overflow well part that the infiltration type rainwater well subtotal can be connected with municipal rainwater well, the infiltration type rainwater well part links to each other with the outlet through the cement mortar metalling or the cement mortar gravel layer of slope. This system can be with the infiltration type rainwater well part in motor vehicle road surface's rainwater drainage to the greenbelt, and more when the water yield that the greenbelt is interior, when the greenbelt can't bear, the rainwater entering set up the overflow well part at afforestation tape width direction, and the rainwater is partly to permeate, and some gets into municipal rainwater well along the pipeline and removes. There has been comparatively sufficient utilization in this system to the rainwater, and can not destroy ecological environment.
Description
Technical field
This utility model relates to a kind of town road rain processing system, belongs to municipal road construction technical field.
Background technology
In town road pumping equipment, traditional Water in Rainwater Drainage mouth of a river is by after rainwater-collecting, all by municipal administration rain pipe
Net is drained, and rainwater resource causes waste greatly, and tradition Water in Rainwater Drainage mouth of a river intervening gaps is relatively big, and draining not in time, is held
The most contaminated thing is blocked, and causes pavement of road hydrops problem especially severe, here it is the weak point existing for prior art.
Summary of the invention
The technical problems to be solved in the utility model, it is simply that for the deficiency existing for prior art, and a kind of city is provided
Political affairs road rain water processing system, the rainwater on car lane road surface can be drained in greenbelt by this system, and redundance rainwater
Permeable recharge of groundwater, has had more sufficient utilization, and can't destroy ecological environment, short construction period, made rainwater
Valency is low.
This programme is achieved by the following technical measures: this town road rain processing system includes along kerbstone long
The gutter that degree direction uniform intervals is arranged, gutter be provided above cover having holes, and gutter is arranged on kerbstone
Car lane side, described kerbstone is provided with the discharge outlet communicated with gutter, the sunk type greenbelt side of described kerbstone
Being provided with penetrating catch basin part and the overflow well part can being connected with municipal administration catch-basin, described penetrating catch basin part is led to
Cross the cement mortar metalling tilted or cement mortar gravel layer is connected with discharge outlet.
Above-mentioned penetrating catch basin part includes that the catch-basin being embedded in soil, the whole body that described catch-basin is stated uniformly have
Permeability hole, described in state the well head of catch-basin and be provided with and cut a dirty basket, the top of catch-basin is coated with double-edged fine-toothed comb.
The percent opening of above-mentioned catch-basin is 3%, a diameter of 10mm of permeability hole, and the spacing between adjacent two permeability holes is
10cm。
Above-mentioned catch-basin is square, and a length of 500mm of described catch-basin, width are 300mm, height is 1000mm.
Above-mentioned catch-basin is the catch-basin that PE material is made；The a length of 500mm of described double-edged fine-toothed comb, width are 300mm.
Above-mentioned overflow well part includes that the well body being embedded in soil, the whole body of described well body uniformly have permeability hole.
A diameter of 10mm of above-mentioned permeability hole, the spacing between adjacent two permeability holes is 10cm.
Above-mentioned well body is square well body, and a length of 500mm of well body, width are 300mm, height is 1000mm.
On above-mentioned kerbstone, the spacing between the adjacent row mouth of a river is 15-20m.
Above-mentioned gutter is U-shaped gutter, and described gutter is the gutter that resin concrete is made, and described cover plate is ball
Ink cast iron flat, a length of 1000mm in described gutter, width are 240mm, height is 270mm.
The beneficial effect of this programme can be learnt according to the narration of such scheme, in this town road rain processing system,
The gutter arranged along kerbstone length direction uniform intervals, gutter be provided above cover having holes, and gutter is arranged
In the car lane side of kerbstone, described kerbstone is provided with the discharge outlet communicated with gutter, the greening of described kerbstone
Side is provided with penetrating catch basin part and the overflow well part can being connected, described penetrating catch basin portion with municipal administration catch-basin
The cement mortar metalling by tilting or cement mortar gravel layer is divided to be connected with discharge outlet.This system can be by car lane road surface
The penetrating catch basin part that is drained in greenbelt of rainwater, through multi-level natural subsidence and filter process, rainwater base
Originally meeting the requirement of water quality needed for green plants, when the water yield in greenbelt is more, and greenbelt cannot bear, rainwater enters and sets
Putting the overflow well part at greenbelt width, a rainwater part is permeated, and a part enters municipal administration catch-basin along pipeline and drains.
This system has had more sufficient utilization to rainwater, and can't destroy ecological environment, short construction period, and cost is low, is to build
Effective measures of sea problem are seen in sponge city, solution rainfall.As can be seen here, this utility model compared with prior art,
Having substantive distinguishing features and progress, its beneficial effect implemented also is apparent from.
Accompanying drawing explanation
Fig. 1 is structural representation during this utility model detailed description of the invention Guan Bi.
Fig. 2 is the structural representation of penetrating catch basin part.
Fig. 3 is the structural representation of overflow well part.
In figure, 1-double-edged fine-toothed comb, 2-catch-basin, 3-cement mortar metalling or cement mortar gravel layer, 4-sunk type greenbelt,
5-well body, 6-connecting tube, 7-kerbstone, 8-gutter, 9-cover plate, 10-discharge outlet.
Detailed description of the invention
For the technical characterstic of this programme can be clearly described, below by detailed description of the invention, and combine its accompanying drawing, to we
Case is illustrated.
A kind of town road rain processing system, as it can be seen, it includes arranging along kerbstone 7 length direction uniform intervals
Gutter 8, gutter 8 is longitudinally placed in outside the perforate of kerbstone 7 side by side, and the initial stage that carries out road rain water filters sedimentation, row
Ditch 8 be provided above cover having holes 9, the big I of cover plate 9 selects according to the perforate situation of kerbstone 7, generally arranges
The a length of 1000mm in ditch 8, width are 240mm, height is 270mm, and this gutter 8 is U-shaped gutter, described gutter 8
The gutter made for resin concrete, described cover plate 9 is spheroidal graphite cast-iron cover plate.Described gutter 8 is arranged on the machine of kerbstone 7
Side, motor-car road, described kerbstone 7 is provided with the discharge outlet 10 communicated with gutter 8, on kerbstone 7 between the adjacent row mouth of a river 10
Spacing be 15-20m, sunk type greenbelt 4 side of described kerbstone 7 be provided with penetrating catch basin part and can with municipal administration rain
The overflow well part that well connects, described penetrating catch basin part is by the cement mortar metalling tilted or cement mortar gravel
Rock layers 3 is connected with discharge outlet 10.
Wherein, penetrating catch basin part includes that the catch-basin 2 being embedded in soil, preferably catch-basin 2 are square catch-basin,
The a length of 500mm of catch-basin 2, width are 300mm, height is 1000mm, and catch-basin 2 is PE material rotational moulding one-shot forming；Institute
The whole body stating catch-basin 2 uniformly has permeability hole, described in state the well head of catch-basin 2 and be provided with and cut a dirty basket, intercept in rainwater is miscellaneous
Thing.It is resin rain perforaled strainer that the top of catch-basin 2 is coated with double-edged fine-toothed comb 1, preferably double-edged fine-toothed comb 1, and the percent opening of catch-basin 2 is 3%, infiltration
A diameter of 10mm in hole, the spacing between adjacent two permeability holes is 10cm, and a length of 500mm of described double-edged fine-toothed comb 1, width are
300mm.When the square catch-basin of infiltration type is installed, first consolidation, one layer of permeable geotextiles (200g/) of outer layer covers, its
Secondary, backfill coarse sand and rubble around, backfill can be mixed, about 20cm is thick, and last soil is backfilling and compacted, it is ensured that well body will not shake
Dynamic, displacement etc..
Described overflow well part includes the infiltration type well body 5 being embedded in soil, and the whole body of described well body 5 uniformly has infiltration
Hole, a diameter of 10mm of permeability hole, the spacing between adjacent two permeability holes is 10cm, and described well body 5 is square well body, well body 5
A length of 500mm, width be 300mm, height is for 1000mm.De200 De300 is passed through in the well body 5 position bottom it
PE connecting tube 6 is connected in municipal administration catch-basin, plays the effect of overflow water conservancy diversion.
Car lane is relatively big due to area, and the rainwater produced during rainfall is more, looks for slope at car lane toward both sides kerbstone 7
On the premise of, kerbstone 7 begins to rehearse the mouth of a river 10.Rainwater initially enters U-shaped gutter 8, to the sandstone in early-stage rainwater, branch and leaf geometric ratio
The impurity that weight is bigger carries out natural subsidence, and then rainwater overflows from gutter 8, under being entered by the discharge outlet 10 of kerbstone 7
During heavy formula greening is energetic；Rainwater is carried out being detained filtration by the disposed inboard mortar rubbles of kerbstone 7 etc., and mortar rubble needs toward greening
Looking for slope in band, the square catch-basin of infiltration type 2 is arranged in domatic cement mortar metalling or the end of cement mortar gravel layer 3, rain
Water enters in penetrating catch basin 2 along water conservancy diversion direction, uses double-edged fine-toothed comb 1 and the internal dirty basket that cuts arranged again to filter, mistake
Rainwater after filter infiltrates into recharge of groundwater in soil in catch-basin 2.When the water yield in sunk type greenbelt 4 is more, sink
When formula greenbelt 4 cannot bear, rainwater enters in the well body 5 of the overflow well part being arranged on sunk type greenbelt 4 width,
A part of rain penetration, a part of rainwater enters municipal administration catch-basin along connecting tube 6 and drains.
The rainwater on car lane road surface can be drained in sunk type greenbelt 4 by this system, naturally sinks through multi-level
Fall and filter process, rainwater substantially meets the requirement of water quality needed for green plants, and redundance rainwater permeable addedly under
Water, has had more sufficient utilization, and can't destroy ecological environment rainwater, short construction period, and cost is low, is to build sponge
Effective measures of sea problem are seen in city, solution rainfall.
This utility model can pass through or use prior art to realize without the technical characteristic described, the most superfluous at this
Stating, certainly, described above is not to restriction of the present utility model, and this utility model is also not limited to above-mentioned embodiment,
Change that those of ordinary skill in the art is made in essential scope of the present utility model, retrofit, add or replace, also should
Belong to protection domain of the present utility model.
Claims (10)
1. a town road rain processing system, is characterized in that: it includes along the setting of kerbstone length direction uniform intervals
Gutter, gutter be provided above cover having holes, and gutter is arranged on the car lane side of kerbstone, described kerbstone
On be provided with the discharge outlet communicated with gutter, the sunk type greenbelt side of described kerbstone is provided with penetrating catch basin part
With the overflow well part can being connected with municipal administration catch-basin, described penetrating catch basin part is by the cement mortar metalling tilted
Or cement mortar gravel layer is connected with discharge outlet.
Town road rain processing system the most according to claim 1, described penetrating catch basin part includes being embedded in
Catch-basin in soil, the whole body that described catch-basin is stated uniformly has permeability hole, and the well head of described catch-basin is provided with and cuts dirty basket, rain
The top of well is coated with double-edged fine-toothed comb.
Town road rain processing system the most according to claim 2, is characterized in that: the percent opening of described catch-basin is
3%, a diameter of 10mm of permeability hole, the spacing between adjacent two permeability holes is 10cm.
4. according to the town road rain processing system described in Claims 2 or 3, it is characterized in that: described catch-basin is square, institute
State a length of 500mm of catch-basin, width is 300mm, height is 1000mm.
Town road rain processing system the most according to claim 4, is characterized in that: described catch-basin is that PE material is made
Catch-basin；The a length of 500mm of described double-edged fine-toothed comb, width are 300mm.
Town road rain processing system the most according to claim 1, is characterized in that: described overflow well part includes pre-buried
Well body in soil, the whole body of described well body uniformly has permeability hole.
Town road rain processing system the most according to claim 6, is characterized in that: described permeability hole a diameter of
10mm, the spacing between adjacent two permeability holes is 10cm.
8. according to the town road rain processing system described in claim 6 or 7, it is characterized in that: described well body is square well body,
The a length of 500mm of well body, width are 300mm, height is 1000mm.
Town road rain processing system the most according to claim 1, is characterized in that: the adjacent row mouth of a river on described kerbstone
Between spacing be 15-20m.
Town road rain processing system the most according to claim 9, is characterized in that: described gutter is U-shaped draining
Ditch, described gutter is the gutter that resin concrete is made, and described cover plate is spheroidal graphite cast-iron cover plate, the length in described gutter
For 1000mm, width be 240mm, height be 270mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620586366.6U CN205874886U (en) | 2016-06-17 | 2016-06-17 | Town road rainwater processing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620586366.6U CN205874886U (en) | 2016-06-17 | 2016-06-17 | Town road rainwater processing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205874886U true CN205874886U (en) | 2017-01-11 |
Family
ID=57690642
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620586366.6U Expired - Fee Related CN205874886U (en) | 2016-06-17 | 2016-06-17 | Town road rainwater processing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205874886U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589466A (en) * | 2018-05-09 | 2018-09-28 | 厦门市城市规划设计研究院（厦门规划展览馆） | A kind of kerbstone gap drainage device of retention initial rainwater |
| CN109183959A (en) * | 2018-10-17 | 2019-01-11 | 上海市城市建设设计研究总院（集团）有限公司 | Water-bound is received in the catch-basin comb integration for being embedded in dividing strip |
| WO2019061869A1 (en) * | 2017-09-30 | 2019-04-04 | 武汉圣禹排水系统有限公司 | Integrated rainwater treatment device |
| CN110685342A (en) * | 2019-11-06 | 2020-01-14 | 中国建筑第八工程局有限公司 | Rainwater recycling system for sponge city construction |
| CN112411667A (en) * | 2019-08-23 | 2021-02-26 | 骊住株式会社 | Pit lining |
-
2016
- 2016-06-17 CN CN201620586366.6U patent/CN205874886U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019061869A1 (en) * | 2017-09-30 | 2019-04-04 | 武汉圣禹排水系统有限公司 | Integrated rainwater treatment device |
| CN108589466A (en) * | 2018-05-09 | 2018-09-28 | 厦门市城市规划设计研究院（厦门规划展览馆） | A kind of kerbstone gap drainage device of retention initial rainwater |
| CN109183959A (en) * | 2018-10-17 | 2019-01-11 | 上海市城市建设设计研究总院（集团）有限公司 | Water-bound is received in the catch-basin comb integration for being embedded in dividing strip |
| CN109183959B (en) * | 2018-10-17 | 2024-02-06 | 上海市城市建设设计研究总院（集团）有限公司 | Rainwater well grate integrated water collecting structure buried in separation belt |
| CN112411667A (en) * | 2019-08-23 | 2021-02-26 | 骊住株式会社 | Pit lining |
| CN110685342A (en) * | 2019-11-06 | 2020-01-14 | 中国建筑第八工程局有限公司 | Rainwater recycling system for sponge city construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20180731 Granted publication date: 20170111 |
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| PP01 | Preservation of patent right | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20200603 Granted publication date: 20170111 |
|
| PD01 | Discharge of preservation of patent | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170111 |
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| CF01 | Termination of patent right due to non-payment of annual fee |