CN207793792U - A kind of road surface permeable pavement structure - Google Patents
A kind of road surface permeable pavement structure Download PDFInfo
- Publication number
- CN207793792U CN207793792U CN201820076358.6U CN201820076358U CN207793792U CN 207793792 U CN207793792 U CN 207793792U CN 201820076358 U CN201820076358 U CN 201820076358U CN 207793792 U CN207793792 U CN 207793792U
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- China
- Prior art keywords
- header
- permeable pavement
- waterproof layer
- base
- road surface
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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
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- Road Paving Structures (AREA)
Abstract
The utility model discloses a kind of road surface permeable pavement structure, it is related to urban pavement structure, including permeable pavement layer, screed-coat, base and the soil matrix set gradually from top to bottom, waterproof layer is equipped between the base and soil matrix, waterproof layer is obliquely installed, base positioned at that side of the tilting bottom of waterproof layer is embedded with header, and several flow concentration holes are laid on header, and the side wall of the header is connected with drainpipe.The utility model is by being arranged waterproof layer, the water assembled in base is collected and is drained, the amount of rainfall penetrated into through road surface in the soil matrix of road lower part can largely be reduced, it reduces inbuilt pipeline and its auxiliary device in the soil matrix of road lower part and the risk that water damages occurs by water logging and soil matrix, it is also beneficial to the Collection utilization of permeable pavement region rainfall runoff simultaneously, it can accelerate the infiltration rate of road permeable pavement surface rain water runoff, reduce surface pond risk.
Description
Technical field
The utility model is related to urban pavement structures, and in particular to a kind of road surface permeable pavement structure.
Background technology
With the fast development of urbanization, with the wide of the large area of the impermeable materials such as stone material, cement, concrete construction
The Municipals facility such as field, road, and covering of the vast waterproof pavement of these areas to original naturally permeable underlying surface, lead
It causes the rainfall runoff that city underlying surface generates when rainfall to be difficult to down ooze, and is advanced by the time to form flood peak, be easy to cause city
Ponding effectiveness factors.Road surface ratio shared in the waterproof underlying surface in urban area is higher, the rainfall runoff that surface generates
Amount is also larger, and the ponding that road surface generates not only influences traffic, makes troubles to the trip of people, while also increasing urban waterlogging
Risk.
Recently as the continuous propulsion of sponge urban construction, many areas start gradually by the impervious blanket of road with
Permeable pavement is replaced, but has replaced two main problems of road generally existing of permeable pavement at present, when, due to before
Road surface under the facilities such as inbuilt line equipment be all to be designed construction according to non-Soaking environment mostly, therefore, replace saturating
Water is permeated or is stored in road lower structural layer and soil matrix through the rainwater oozed under mating formation after mating formation, to inbuilt below road
Line equipment etc. affects, or even damage subsurface equipment；Second is that under being permeated by porous pavement after replacing permeable pavement
The amount of rainfall come is more, is easy to impregnate the vulnerable area of soil matrix below damage road, and then cause harmful effect to road.
Utility model content
The utility model aim is to provide a kind of road surface permeable pavement structure.
Based on above-mentioned purpose, the utility model takes following technical scheme：
A kind of road surface permeable pavement structure, including the permeable pavement layer, screed-coat, base and the soil that set gradually from top to bottom
Base is equipped with waterproof layer between the base and soil matrix, waterproof layer is obliquely installed, and is located at the base of that side of the tilting bottom of waterproof layer
Layer is embedded with header, several flow concentration holes is laid on header, the side wall of the header is connected with drainpipe.
The flow concentration hole is distributed in the upper side wall of header；The outer wall of header is additionally provided with filter screen.
The filter screen is gauze, and gauze is wound on the outer wall of header.
The drainpipe has several, and several drainpipes are arranged along the length direction of header, and drainpipe is located at flow concentration hole
Lower section.
Bed course is additionally provided between the waterproof layer and soil matrix, the bottom of base, the top of bed course are obliquely installed.
The angle of inclination of the waterproof layer is 3 ° -5 °；The waterproof layer is made of polyethylene waterproof coating, the thickness of waterproof layer
Degree is 5cm.
Compared with prior art, the utility model has the advantages that：
The water assembled in base is collected and is drained, can largely reduced by the way that waterproof layer is arranged by the utility model
Cross the amount of rainfall that road surface is penetrated into the soil matrix of road lower part, reduce in the soil matrix of road lower part inbuilt pipeline and its auxiliary device by
The risk of water damage occurs for water logging and soil matrix, while being also beneficial to the Collection utilization of permeable pavement region rainfall runoff, can accelerate
The infiltration rate of Reuter's water pavement surfaces rainfall runoff reduces surface pond risk.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is A-A schematic diagrames in Fig. 1；
Fig. 3 is the side view of header；
Wherein：1, permeable pavement layer；2, screed-coat；3, base；4, waterproof layer；5, bed course；6, soil matrix；7, underground city
Political affairs pipeline and its affiliated facility；8, header；9, drainpipe；10, flow concentration hole.
Specific implementation mode
A kind of road surface permeable pavement structure, as shown in Figs. 1-3, including set gradually from top to bottom permeable pavement layer 1, look for
Flat bed 2, base 3, bed course 5 and soil matrix 6 are equipped with waterproof layer 4 between the base 3 and bed course 5, waterproof layer 4 is obliquely installed, described
The angle of inclination of waterproof layer 4 is 3 °（4 ° or 5 °）, the waterproof layer 4 is made of polyethylene waterproof coating, and the thickness of waterproof layer 4 is
5cm, the bottom of the base 3, the top of bed course 5 are obliquely installed, and are located at the base 3 of that side of the tilting bottom of waterproof layer 4
It is embedded with header 8, several flow concentration holes 10 are laid on header 8, the flow concentration hole 10 is distributed in the upper side wall of header 8,
The outer wall of header 8 is additionally provided with filter screen, and the filter screen is gauze, and gauze is wound on the outer wall of header 8, the collection
The side wall of flow tube 8 is connected with drainpipe 9, and the drainpipe 9 has several, and several drainpipes 9 are set along the length direction of header 8
It sets, drainpipe 9 is located at the lower section of flow concentration hole 10.
Wherein：Permeable pavement layer 1 is the permeable face layer such as water-permeable brick, pervious asphalt or pervious concrete；Screed-coat 2：It is thoroughly
Aqueous to be not less than permeable pavement layer, sand, coarse sand, dry cement mortar are constructed in general use, thickness 2-3cm；Base 3：Its
Rigid base, semi-rigid type base, flexbile base three classes are generally included, permeable pellet, permeable may be selected according to regions resources difference
The materials such as cement concrete, stabilization gravel are built, it is desirable that this layer has enough intensity, water penetration, water stability, continuous hole
Rate is not less than 10%；Bed course 5：Bed course should be generally set when the earth base of road is cohesive soil, mainly use water penetration preferable
The granular materials such as sand, gravel or harmless industrial residue are built, and particle accounting of the material particle size less than 0.075mm should not exceed 5%；
Soil matrix 6：Natural soils layer below road.
When rainfall occurs, gradually converged in base 3 after being stopped by waterproof layer 4 by the rainwater oozed under the permeable pavement of road surface
Collection, since the bottom of base 3 is there are certain gradient, under the rainwater that infilters in base 3 assemble and collected to its bottom of slope rapidly
Flow tube 8 is collected, and municipal administration of the row to road periphery is guided by the drainpipe 9 being connect with header 8 into the rainwater in header 8
At Storm Sewer Network or low-lying permeable greenery patches.Accelerate the infiltration rate of road permeable pavement surface rain water runoff to a certain extent,
Facilitate walk, while can also reduce down the burden for oozing rainwater in lower part soil matrix 6 of mating formation, reduces embedded underground of mating formation
Underground municipal pipeline and its auxiliary device 7 risk that water damages occurs by water logging and soil matrix 6.
Claims (6)
1. a kind of road surface permeable pavement structure, including the permeable pavement layer, screed-coat, base and the soil that set gradually from top to bottom
Base, which is characterized in that waterproof layer is equipped between the base and soil matrix, waterproof layer is obliquely installed, and is located at the inclination bottom of waterproof layer
The base of that side of portion is embedded with header, and several flow concentration holes are laid on header, and the side wall of the header is connected with row
Water pipe.
2. permeable pavement structure in road surface as described in claim 1, which is characterized in that the flow concentration hole is distributed in the upper of header
Side wall；The outer wall of header is additionally provided with filter screen.
3. permeable pavement structure in road surface as claimed in claim 2, which is characterized in that the filter screen is gauze, gauze winding
In on the outer wall of header.
4. permeable pavement structure in road surface as claimed in claim 3, which is characterized in that the drainpipe has several, several drainings
Pipe is arranged along the length direction of header, and drainpipe is located at the lower section of flow concentration hole.
5. permeable pavement structure in road surface as claimed in claim 4, which is characterized in that be additionally provided between the waterproof layer and soil matrix
Bed course, the bottom of base, the top of bed course are obliquely installed.
6. permeable pavement structure in road surface according to any one of claims 1 to 5, which is characterized in that the angle of inclination of the waterproof layer
It is 3 ° -5 °；The waterproof layer is made of polyethylene waterproof coating, and the thickness of waterproof layer is 5cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820076358.6U CN207793792U (en) | 2018-01-17 | 2018-01-17 | A kind of road surface permeable pavement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820076358.6U CN207793792U (en) | 2018-01-17 | 2018-01-17 | A kind of road surface permeable pavement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207793792U true CN207793792U (en) | 2018-08-31 |
Family
ID=63272484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820076358.6U Expired - Fee Related CN207793792U (en) | 2018-01-17 | 2018-01-17 | A kind of road surface permeable pavement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207793792U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797626A (en) * | 2019-01-14 | 2019-05-24 | 广东省怡合高速公路工程有限公司 | Quick drainage town road |
| CN112458825A (en) * | 2020-11-21 | 2021-03-09 | 江苏永联精筑建设集团有限公司 | Steel slag pavement structure and construction method thereof |
-
2018
- 2018-01-17 CN CN201820076358.6U patent/CN207793792U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797626A (en) * | 2019-01-14 | 2019-05-24 | 广东省怡合高速公路工程有限公司 | Quick drainage town road |
| CN112458825A (en) * | 2020-11-21 | 2021-03-09 | 江苏永联精筑建设集团有限公司 | Steel slag pavement structure and construction method thereof |
| CN112458825B (en) * | 2020-11-21 | 2022-04-19 | 江苏永联精筑建设集团有限公司 | Steel slag pavement structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180831 Termination date: 20220117 |