CN207512532U - A kind of sponge-type road drainage structure - Google Patents
A kind of sponge-type road drainage structure Download PDFInfo
- Publication number
- CN207512532U CN207512532U CN201721645115.1U CN201721645115U CN207512532U CN 207512532 U CN207512532 U CN 207512532U CN 201721645115 U CN201721645115 U CN 201721645115U CN 207512532 U CN207512532 U CN 207512532U
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- Prior art keywords
- sponge
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- water
- road
- type road
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 52
- 101100366940 Mus musculus Stom gene Proteins 0.000 claims abstract description 16
- 239000004567 concrete Substances 0.000 claims description 7
- 239000000945 filler Substances 0.000 claims description 6
- 239000011384 asphalt concrete Substances 0.000 claims description 5
- 230000035515 penetration Effects 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims 1
- 239000003673 groundwater Substances 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000009931 harmful effect Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003204 osmotic effect Effects 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Classifications
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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
- 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
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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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a kind of sponge-type road drainage structures, including the high greenery patches of left side heel row, store and ooze device, water permeable sidewalk, left side driveway, ecology tree pond, trepanning vertical curb, overflow-type inlet for stom water；The right side of the sponge-type road and left side are symmetrical by road axis, the high greenery patches of left side heel row is arranged on the leftmost side of sponge-type road, storage, which is provided with, below the high greenery patches of left side heel row oozes device, the utility model provides a kind of sponge-type road drainage structure, the structure strictly controls the type of porous pavement, the gradient and absolute altitude, make greenery patches porous pavement while beautifying the environment play the role of well store and under ooze rainwater, the phenomenon that rainwater season a large amount of rainwater are along surface runoff can be mitigated, surface gathered water can be reduced rapidly, reduce the burden of drainage system, recharge of groundwater, the tire because caused by ground is wet and slippery can be reduced to skid, the security risks rain-water pit wells such as wrestling.
Description
Technical field
The utility model belongs to square rainwater-collecting and infiltration technology field, and in particular to a kind of sponge-type road drainage knot
Structure.
Background technology
With the development of human society urbanization, rainwater already becomes a kind of important natural resources.Rainwater storage and profit
With being important link in sponge Process of Urban Development, however the aggravation of urbanization process causes urban water-through ground scale not
Disconnected to increase, natural temperature cycle is seriously damaged, and many harmful effects is produced, including initial rainwater pollution problem.It is and existing
Become a kind of trend of current era in buying car, road surface lane flow amount is increasing, the safety coefficient of road is required also with
It is higher and higher, however now road ponding the phenomenon that happen occasionally, one to sleet sky is exactly traffic accident high incidence period, tire
Phenomena such as skidding, happens occasionally, and there is also the security risks such as wrestling skidding for the ponding on pavement.
Utility model content
The purpose of this utility model is to provide a kind of sponge-type road drainage structure, to solve to carry in above-mentioned background technology
The problem of road safety coefficient gone out is low.
To achieve the above object, the utility model provides following technical solution：A kind of sponge-type road drainage structure, including
Device, water permeable sidewalk, left side driveway, ecology tree pond, trepanning vertical curb, overflow-type rainwater are oozed in the high greenery patches of left side heel row, storage
Mouthful；The right side of the sponge-type road and left side are symmetrical by road axis, and the high greenery patches of left side heel row is arranged on sea
The leftmost side of continuous type road is provided with storage below the high greenery patches of the left side heel row and oozes device, the storage ooze device from top to bottom according to
Secondary laying blotter, base, compact type bituminous concrete, sealing and particulate formula pervious asphalt concrete, the left side heel row
High greenery patches is provided with ecology tree pond close to the side of road axis, is set between the high greenery patches of left side heel row and ecological tree pond
For water permeable sidewalk, the overflow-type inlet for stom water is arranged below ecology tree pond, and overflow-type inlet for stom water oozes device with storage and passes through
Pipeline is connected, and the ecology tree pond is provided with trepanning vertical curb, the trepanning vertical curb and road close to the side of road axis
It is left side driveway between Lu Zhizheng line, the rain-water pit well is arranged among the driveway of left side, and rain-water pit well and municipal rain
Water pipe is connected, setting rainwater connecting leg below the sponge-type road, right side and the left side symmetry arrangement rain of the rainwater connecting leg
Water cellar well.
Preferably, the storage is oozed using 6-14cm compact type bituminous concretes in device, and is 4cm particulate formula pervious asphalts
Concrete.
Preferably, the storage oozes device and further includes edge drainage system, and edge drainage system includes water penetration filler collection
Ditch, flexible porous tube；Wherein, the water penetration filler collecting gutter width is not preferably less than 30cm, the flexible porous tube longitudinal direction
The gradient is identical with gradient incline, but not less than 0.25%.
Preferably, the storage oozes device bottom absolute altitude and needs higher than normal underground water 60cm.
Preferably, the overflow-type inlet for stom water is higher than storage osmole jacking block 20cm.
Preferably, the water permeable sidewalk, left side driveway drainage grade be 2.0%.
Compared with prior art, the beneficial effects of the utility model are：
The utility model provides a kind of sponge-type road drainage structure, which strictly controls the type of porous pavement, slope
Degree and absolute altitude, make greenery patches porous pavement while beautifying the environment play the role of well store and under ooze rainwater, can subtract
The phenomenon that light rainwater season a large amount of rainwater are along surface runoff, can reduce rapidly surface gathered water, reduce the burden of drainage system, supplement
Underground water can reduce the security risks such as tire skidding, wrestling because caused by ground is wet and slippery.
Description of the drawings
Fig. 1 is the structure diagram of the utility model main view；
Fig. 2 is the structure diagram that the utility model is overlooked；
In figure：1st, the high greenery patches of left side heel row；2nd, it stores and oozes device；3rd, water permeable sidewalk；4th, left side driveway；5th, ecology tree
Pond；6th, trepanning vertical curb；7th, overflow-type inlet for stom water；8th, municipal rain pipe；9th, rain-water pit well；10th, rainwater connecting leg；11st, in road
Heart line.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
- 2 are please referred to Fig.1, the utility model provides following technical scheme：A kind of sponge-type road drainage structure, including a left side
Device 2, water permeable sidewalk 3, left side driveway 4, ecology tree pond 5, trepanning vertical curb 6, overflow-type are oozed in the high greenery patches 1 of side heel row, storage
Inlet for stom water 7；The right side of sponge-type road is symmetrical by road axis 11 with left side, and heel row high greenery patches 1 in left side is arranged on sea
The leftmost side of continuous type road, high 1 lower section of greenery patches of left side heel row are provided with storage and ooze device 2, and storage oozes closely knit using 6-14cm in device 2
Type bituminous concrete, and be 4cm particulate formula pervious asphalt concretes, storage oozes device 2 and is laid with blotter, base successively from top to bottom
Layer, compact type bituminous concrete, sealing and particulate formula pervious asphalt concrete, storage ooze device 2 and further include edge drainage system, and
Edge drainage system includes water penetration filler collecting gutter, flexible porous tube；Wherein, water penetration filler collecting gutter width is not preferably less than
30cm, flexible porous tube head fall is identical with gradient incline, but not less than 0.25%, and storage oozes 2 bottom absolute altitude needs of device and is higher than
Normal underground water 60cm, the high greenery patches 1 of left side heel row are provided with ecology tree pond 5, left side heel row close to the side of road axis 11
Water permeable sidewalk 3 is set as between high greenery patches 1 and ecology tree pond 5, overflow-type inlet for stom water 7 is arranged on 5 lower section of ecology tree pond, and overflows
Streaming inlet for stom water 7 oozes device 2 with storage and is connected by pipeline, and overflow-type inlet for stom water 7 sets pond 5 higher than osmole jacking block 20cm, ecology is stored
The side of road axis 11 is provided with trepanning vertical curb 6, is left side vehicle between trepanning vertical curb 6 and road axis 11
Trade 4, in order to ensure that rainwater on road surface flows rapidly into infitration galleries, water permeable sidewalk 3, left side driveway 4 drainage grade be
2.0%, rain-water pit well 9 is arranged among the driveway 4 of left side, and rain-water pit well 9 is connected with municipal rain pipe 8, sponge-type road
Setting rainwater connecting leg 10 below road, right side and the left side symmetry arrangement of rainwater connecting leg 10, in order to improve drainage efficiency.
The operation principle and process for using of rain-water pit well rain-water pit well the utility model：After the utility model installs,
Rainwater fall the high greenery patches 1 of left side heel row, water permeable sidewalk 3, left side driveway 4 top, rainwater a part directly under ooze, enter
Storage oozes device 2, is discharged by the drainage grade of road surface water permeable sidewalk 2.0% and 2.0% drainage grade of driveway, left side vehicle
On the one hand 4 rainwater of trade enters ecology tree 3 osmotic absorption of pond 5 and pavement by trepanning vertical curb 6, on the one hand converge into overflow
Formula inlet for stom water 7, the rainwater that inlet for stom water is collected initially enter storage ooze device 2 store and under ooze, stored more than the latter and ooze the rainwater of ability
Municipal rain pipe 8 is discharged by downflow weir in overflow-type inlet for stom water 7.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case of the principle and spirit for not departing from the utility model, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of sponge-type road drainage structure, including the high greenery patches of left side heel row (1), store ooze device (2), water permeable sidewalk (3),
Left side driveway (4), ecology tree pond (5), trepanning vertical curb (6), overflow-type inlet for stom water (7) rain-water pit well；It is characterized in that：Institute
The right side for stating sponge-type road is symmetrical by road axis (11) with left side, and the high greenery patches of left side heel row (1) is arranged on
The leftmost side of sponge-type road, the high greenery patches of left side heel row (1) lower section are provided with storage and ooze device (2), and the storage oozes device (2)
It is laid with blotter, base, compact type bituminous concrete, sealing and particulate formula pervious asphalt concrete, institute successively from top to bottom
It states the left side high greenery patches of heel row (1) and the side of road axis (11) is provided with ecology tree pond (5), the left side heel row height is green
Water permeable sidewalk (3) is set as between ground (1) and ecology tree pond (5), the overflow-type inlet for stom water (7) is arranged on ecology tree pond
(5) lower section, and overflow-type inlet for stom water (7) oozes device (2) with storage and is connected by pipeline, ecology tree pond (5) is in road
The side of heart line (11) is provided with trepanning vertical curb (6), is left side between the trepanning vertical curb (6) and road axis (11)
Driveway (4), the rain-water pit well (9) are arranged among left side driveway (4), and rain-water pit well (9) and municipal rain pipe (8)
It is connected, setting rainwater connecting leg (10) below the sponge-type road, the right side of the rainwater connecting leg (10) is symmetrically arranged with left side
Cloth.
2. a kind of sponge-type road drainage structure according to claim 1, it is characterised in that：The storage is oozed in device (2)
Using 6-14cm compact type bituminous concretes, and it is 4cm particulate formula pervious asphalt concretes.
3. a kind of sponge-type road drainage structure according to claim 1, it is characterised in that：The storage oozes device (2) also
Including edge drainage system, and edge drainage system includes water penetration filler collecting gutter, flexible porous tube；Wherein, it is described permeable
Property filler collecting gutter width be not preferably less than 30cm, the flexible porous tube head fall is identical with gradient incline, but is not less than
0.25%.
4. a kind of sponge-type road drainage structure according to claim 1, it is characterised in that：The storage oozes device (2) bottom
Absolute altitude is needed higher than normal underground water 60cm.
5. a kind of sponge-type road drainage structure according to claim 1, it is characterised in that：The overflow-type inlet for stom water
(7) higher than storage osmole jacking block 20cm.
6. a kind of sponge-type road drainage structure according to claim 1, it is characterised in that：The water permeable sidewalk (3),
The drainage grade of left side driveway (4) is 2.0%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721645115.1U CN207512532U (en) | 2017-11-30 | 2017-11-30 | A kind of sponge-type road drainage structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721645115.1U CN207512532U (en) | 2017-11-30 | 2017-11-30 | A kind of sponge-type road drainage structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207512532U true CN207512532U (en) | 2018-06-19 |
Family
ID=62542671
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721645115.1U Expired - Fee Related CN207512532U (en) | 2017-11-30 | 2017-11-30 | A kind of sponge-type road drainage structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207512532U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755343A (en) * | 2018-08-07 | 2018-11-06 | 江西师范大学 | A kind of pavement with compound drainage function |
| CN109098064A (en) * | 2018-09-17 | 2018-12-28 | 汤文健 | The sponge urban road structure for avoiding rainwater on road surface from depositing |
| CN109555012A (en) * | 2018-12-24 | 2019-04-02 | 郑州市市政工程总公司 | Water drainage system is received in section assembling bridge floor vertical integration |
| CN109972466A (en) * | 2019-03-12 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | A kind of pavement based on gutter, construction method |
| CN113005835A (en) * | 2021-03-12 | 2021-06-22 | 机械工业第九设计研究院有限公司 | Factory road and afforestation link up structure based on sponge city |
| CN113293669A (en) * | 2021-06-25 | 2021-08-24 | 苏州汇义德科技有限公司 | Ecological tree pond water treatment structure |
-
2017
- 2017-11-30 CN CN201721645115.1U patent/CN207512532U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755343A (en) * | 2018-08-07 | 2018-11-06 | 江西师范大学 | A kind of pavement with compound drainage function |
| CN109098064A (en) * | 2018-09-17 | 2018-12-28 | 汤文健 | The sponge urban road structure for avoiding rainwater on road surface from depositing |
| CN109555012A (en) * | 2018-12-24 | 2019-04-02 | 郑州市市政工程总公司 | Water drainage system is received in section assembling bridge floor vertical integration |
| CN109972466A (en) * | 2019-03-12 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | A kind of pavement based on gutter, construction method |
| CN113005835A (en) * | 2021-03-12 | 2021-06-22 | 机械工业第九设计研究院有限公司 | Factory road and afforestation link up structure based on sponge city |
| CN113293669A (en) * | 2021-06-25 | 2021-08-24 | 苏州汇义德科技有限公司 | Ecological tree pond water treatment structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180619 |