CN108611948A - A kind of urban road permeable pavement structure - Google Patents
A kind of urban road permeable pavement structure Download PDFInfo
- Publication number
- CN108611948A CN108611948A CN201810374661.9A CN201810374661A CN108611948A CN 108611948 A CN108611948 A CN 108611948A CN 201810374661 A CN201810374661 A CN 201810374661A CN 108611948 A CN108611948 A CN 108611948A
- Authority
- CN
- China
- Prior art keywords
- plane layer
- structural plane
- horn
- base
- permeable pavement
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- 239000004746 geotextile Substances 0.000 claims abstract description 7
- 239000004567 concrete Substances 0.000 claims abstract description 5
- 239000013521 mastic Substances 0.000 claims abstract description 5
- 238000005266 casting Methods 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011380 pervious concrete Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
-
- 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
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of new city road permeable pavement structures, including structural plane layer, pervious bed, base and pile foundation, wherein structural plane layer forms prefabricated components by parallel grid structure and concrete one-piece casting, it is laid with reinforced mesh up and down, structural plane layer is fixed on pile foundation bracket, and mastic pointing is used with the connection gap of pile foundation；The horn-like water seepage hole for having proper alignment on structural plane layer is compacted the pervious bed formed convenient for being discharged into time rainwater by rubble；Horn-like water storage well is dug in base, is connected to by collector pipe, and retaining wall is carried out using reinforced mesh and geotextiles, while being filled up with rubble in well；Horn-like water seepage hole and water storage well, which form stack effect, contributes to the cycle of air humidity and temperature.The invention can also alleviate urban heat land effect while effectively solving the problems, such as urban waterlogging, be of great significance for improving living environment, the further development that China " sponge city " can be pushed to build.
Description
Technical field
The invention belongs to building element technical fields, are related to a kind of permeable pavement structure, more particularly to a kind of urban road
Permeable pavement structure is mainly used for down town major trunk roads.
Background technology
With the continuous propulsion of urbanization process, urban land is hardened by armored concrete and is surrounded, and surface water is difficult to
Infiltration, causes rainwash quickly to be formed, while underground water cannot be supplemented effectively and increasingly exhausted, urban heat land effect, city
The problems such as city's waterlogging also getting worse.To improve living environment, China proposes that " sponge city " builds theory, and in multiple cities
Carry out Pilot project construction, the problem of being difficult to down ooze for surface rain have been proposed greenbelt sink, pavement permeable pavement with
And the technical measures such as pervious concrete, but since urban central zone greenbelt and pavement area are relatively narrow, drainability
There are still limitations, and are difficult to solve the problems, such as rainwash, are attacked when heavy rain, and urban waterlogging problem is still difficult to avoid that, large area
Maturing road surface easily form rainwash, become the main source of rainwater catchment, and lead to urban waterlogging etc. and ask
The basic reason of topic, due to that need to have some strength requirement, the technologies such as pervious concrete and pavement permeable pavement that can not process.
Therefore, it need to develop and a kind of meet requirement for bearing capacity again and can realize the new city road permeable pavement of urban road rapid infiltrated
Structure fundamentally solves the problems, such as flood, the further development for pushing China " sponge city " to build.
Invention content
In order to overcome the disadvantages of the above prior art, the purpose of the present invention is to provide a kind of urban road permeable pavement knots
Structure, in the case where meeting bearing capacity demand, it can be achieved that the rapid infiltrated of urban road, the problems such as solving urban waterlogging, is simultaneously alleviated
Urban heat land effect, while fabricated construction is used, the construction period of urban road can be shortened.
To achieve the goals above, the technical solution adopted by the present invention is：
A kind of urban road permeable pavement structure, including structural plane layer 1, pervious bed 2, base 3 and pile foundation 4, pervious bed 2
Positioned at 1 lower section of structural plane layer, base 3 is located at 2 lower section of pervious bed, which is characterized in that the structural plane layer 1 is to be laid with steel up and down
The prefabricated components of muscle mesh sheet formed by parallel grid structure and concrete one-piece casting, parallel grid structure is by crisscross
Stress truss 6 forms, and structural plane layer 1 is fixed on 4 bracket of pile foundation, has the several of proper alignment horn-like to ooze on structural plane layer 1
Water hole 7.
The structural plane layer 1 and the connection gap of pile foundation 4 use mastic pointing 5.
The stress truss 6 is the steel truss structure formed by the round steel pipe of 3-5cm diameters.
The horn-like water seepage hole 7 0.5~1cm of upper end diameter, lower end diameter about 3~5cm.
The pervious bed 2 is compacted be formed by rubble, 40~50cm of thickness, between pervious bed 2 and structural plane layer 1 and base 3
It is laid with geotextiles.
The base 3 is undisturbed soil ground, and several horn-like water storage wells 8 have been dug in base 3, horn-like water storage well 8
Upper end diameter about 0.5m, lower end diameter 1.5m, 8 side wall of water storage well is laid with reinforced mesh and geotextiles carry out retaining wall, and well is interior with broken
Stone fills up, and collector pipe 9 is buried in 8 lower end of water storage well, and each water storage well 8 is connected to.
Compared with prior art, urban road permeable pavement structure of the present invention, when implementing, structural plane layer uses assembled
Construction, can shorten construction period to a certain extent, tubaeform water seepage hole on the one hand convenient for rainwater it is quick under ooze, prevent earth's surface
The formation of runoff efficiently solves the problems, such as urban waterlogging, and on the other hand, in hot summer, horn-like weepage holes can be formed
" stack effect " is conducive to extract underground moisture out earth's surface, to alleviate urban heat land effect.Horn-like water storage well can incite somebody to action
Rainwater carries out collecting storage, while winter can extract underground heat out earth's surface by " stack effect ", to solve deposite snow, freeze
Problem.The invention realizes " respiration " of urban road, can significantly improve human settlement environment in city.
Description of the drawings
Fig. 1 is the structural diagram of the present invention.
Wherein, 1 structure sheaf, 2 pervious beds, 3 bases, 4 pile foundations, 5 mastic pointings, 6 stress truss, 7 horn-like water seepage holes, 8
Horn-like water storage well, 9 collector pipes.
Fig. 2 is stress truss schematic diagram of the present invention
Fig. 3 is structure of the invention face layer water seepage hole horizontal layout schematic diagram.
Fig. 4 is structure of the invention face layer water seepage hole pore-forming die bottom plate schematic diagram.
Specific implementation mode
The embodiment that the present invention will be described in detail with reference to the accompanying drawings and examples.
As shown in Figure 1, a kind of new city road permeable pavement structure of the present invention include structural plane layer 1, it is permeable
Layer 2, base 3 and pile foundation 4, wherein structural plane layer 1 form prefabricated components by parallel grid structure and concrete one-piece casting, on
Under be laid with reinforced mesh；Parallel grid structure is made of crisscross stress truss 6, and stress truss 6 is straight by 3-5cm
The steel truss structure that the round steel pipe of diameter is formed, as shown in Figure 2；Structural plane layer 1 is fixed on the bracket of pile foundation 4, with pile foundation 4
Connection gap uses mastic pointing 5；There are the horn-like water seepage hole 7 of proper alignment, the arrangement on structural plane layer on structural plane layer 1
As shown in figure 3, horn-like water seepage hole 7 0.5~1cm of upper end diameter, lower end diameter about 3~5cm, as shown in Figure 4 at punch die bottom
Plate is molded when pouring；Pervious bed 2 is compacted be formed by rubble, and about 40~50cm is thick, ensures enough water permeable abilities, pervious bed 2
It is laid with geotextiles between structural plane layer 1 and base 3；Base 3 is undisturbed soil ground, and horn-like water storage well 8 is dug in base,
Upper end diameter about 0.5m, lower end diameter 1.5m, 8 side wall of water storage well is laid with reinforced mesh and geotextiles carry out retaining wall, and well is interior with broken
Stone fills up, and collector pipe 9 is buried in 8 lower end of water storage well, and water storage well is connected to, the collection of rainwater is carried out.
Claims (6)
1. a kind of urban road permeable pavement structure, including structural plane layer (1), pervious bed (2), base (3) and pile foundation (4),
Pervious bed (2) is located at below structural plane layer (1), and base (3) is located at below pervious bed (2), which is characterized in that the structural plane layer
(1) it is the prefabricated components formed by parallel grid structure and concrete one-piece casting for being laid with reinforced mesh up and down, parallel net
Frame structure is made of crisscross stress truss (6), and structural plane layer (1) is fixed on pile foundation (4) bracket, structural plane layer (1)
On have several horn-like water seepage holes (7) of proper alignment.
2. urban road permeable pavement structure according to claim 1, which is characterized in that the structural plane layer (1) and pile foundation
(4) connection gap uses mastic pointing (5).
3. urban road permeable pavement structure according to claim 1, which is characterized in that the stress truss (6) is by 3-
The steel truss structure that the round steel pipe of 5cm diameters is formed.
4. urban road permeable pavement structure according to claim 1, which is characterized in that on the horn-like water seepage hole (7)
Hold 0.5~1cm of diameter, lower end diameter about 3~5cm.
5. urban road permeable pavement structure according to claim 1, which is characterized in that the pervious bed (2) is by rubble pressure
Real to be formed, 40~50cm of thickness is laid with geotextiles between pervious bed (2) and structural plane layer (1) and base (3).
6. urban road permeable pavement structure according to claim 1, which is characterized in that the base (3) is undisturbed ground
Base has dug several horn-like water storage wells (8) in base (3), the upper end diameter about 0.5m of horn-like water storage well (8), and lower end is straight
Diameter 1.5m, water storage well (8) side wall is laid with reinforced mesh and geotextiles carry out retaining wall, is filled up with rubble in well, water storage well (8) lower end
Embedded collector pipe (9), each water storage well (8) is connected to.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810374661.9A CN108611948A (en) | 2018-04-24 | 2018-04-24 | A kind of urban road permeable pavement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810374661.9A CN108611948A (en) | 2018-04-24 | 2018-04-24 | A kind of urban road permeable pavement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108611948A true CN108611948A (en) | 2018-10-02 |
Family
ID=63660836
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810374661.9A Pending CN108611948A (en) | 2018-04-24 | 2018-04-24 | A kind of urban road permeable pavement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108611948A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594442A (en) * | 2018-12-14 | 2019-04-09 | 北京绿视点园林景观工程有限公司 | Garden path construction technology |
| CN115305758A (en) * | 2022-07-22 | 2022-11-08 | 四川省远熙建设有限公司 | Municipal road structure and construction method thereof |
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| KR20100135693A (en) * | 2010-12-01 | 2010-12-27 | 박진환 | Packaging materials and construction methods that road bike |
| CN202530614U (en) * | 2012-05-08 | 2012-11-14 | 刘春� | Cast-in-situ steel mesh concrete slab |
| CN202766945U (en) * | 2012-08-10 | 2013-03-06 | 吉林省中力通信工程有限公司 | Water containing road surface capable of solving waterlogging |
| CN204139016U (en) * | 2014-09-01 | 2015-02-04 | 中国建筑一局(集团)有限公司 | Concrete road block |
| CN205046435U (en) * | 2015-09-29 | 2016-02-24 | 青岛长永机械工程有限公司 | Road inspection shaft well head holds backplate |
| CN206941325U (en) * | 2017-07-05 | 2018-01-30 | 安徽省交通规划设计研究总院股份有限公司 | The newly-built peg board formula roadbed of girder construction system in length and breadth |
| CN208219340U (en) * | 2018-04-24 | 2018-12-11 | 西安建筑科技大学 | A kind of new city road permeable pavement structure |
-
2018
- 2018-04-24 CN CN201810374661.9A patent/CN108611948A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100135693A (en) * | 2010-12-01 | 2010-12-27 | 박진환 | Packaging materials and construction methods that road bike |
| CN202530614U (en) * | 2012-05-08 | 2012-11-14 | 刘春� | Cast-in-situ steel mesh concrete slab |
| CN202766945U (en) * | 2012-08-10 | 2013-03-06 | 吉林省中力通信工程有限公司 | Water containing road surface capable of solving waterlogging |
| CN204139016U (en) * | 2014-09-01 | 2015-02-04 | 中国建筑一局(集团)有限公司 | Concrete road block |
| CN205046435U (en) * | 2015-09-29 | 2016-02-24 | 青岛长永机械工程有限公司 | Road inspection shaft well head holds backplate |
| CN206941325U (en) * | 2017-07-05 | 2018-01-30 | 安徽省交通规划设计研究总院股份有限公司 | The newly-built peg board formula roadbed of girder construction system in length and breadth |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594442A (en) * | 2018-12-14 | 2019-04-09 | 北京绿视点园林景观工程有限公司 | Garden path construction technology |
| CN109594442B (en) * | 2018-12-14 | 2020-12-11 | 北京绿视点园林景观工程有限公司 | Garden road construction process |
| CN115305758A (en) * | 2022-07-22 | 2022-11-08 | 四川省远熙建设有限公司 | Municipal road structure and construction method thereof |
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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 | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181002 |