CN103103905B - Road pavement draining method and drainage structure system - Google Patents
Road pavement draining method and drainage structure system Download PDFInfo
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- CN103103905B CN103103905B CN201110356488.8A CN201110356488A CN103103905B CN 103103905 B CN103103905 B CN 103103905B CN 201110356488 A CN201110356488 A CN 201110356488A CN 103103905 B CN103103905 B CN 103103905B
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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
Abstract
The invention provides a road pavement draining method and a drainage structure system. The road pavement draining method is characterized in that water falling on a lane vertically passes through a lane water-permeable surface layer, arrives at a waterproof bonding layer preventing water penetration, and enters into a water-permeable drainage system located at outer sides of drainage curbstones by a cross slope and the drainage curbstones located at outer sides of the lane; the bottoms of the drainage curbstones are provided with water-permeable curbstone bases; the water-permeable drainage system comprises a broken stone blind drain drainage system arranged at the bottoms and the outer sides of the water-permeable curbstone bases; the bottom of the broken stone blind drain drainage system is provided with a longitudinal drainage water-permeable pipe; and most of the water discharged into the water-permeable drainage system at the outer sides permeates into soil at the outer sides and forms ground water, and the rest of the water passes through the longitudinal drainage water-permeable pipe in the broken stone blind drain drainage system and then is discharged into a municipal pipe. The road pavement draining method solves the problem that rainwater on a drainage bituminous pavement is directly discharged into the municipal pipe, and has functional advantages of good safety, ecological benefits, energy saving and good economical efficiency.
Description
Technical field
The present invention relates to the technical field of pavement of road draining, specifically one kind are mainly used in drainage asphalt pavement
Pavement of road water discharge method and its drainage structure system.
Background technology
With urban construction, perfect, the urban ground coverage rate more and more higher of road network.Adopting urban road surfaces at present more
With closely knit, impermeable material making, urban ecological environment is set to be faced with some distinct issues：1）A large amount of rainwater row during rainy season
Letting out will greatly increase the burden of sewerage system；2）Road table hydrops splash in the presence of driving vehicle, to nearby vehicle and
Pedestrains safety has a negative impact；3）Closely knit, fluid-tight road surface lacks to urban surface temperature, the regulating power of humidity, raises
Dustiness dye weight；4）Road surface prevents recharge of ground water path, grows the ground flora in city for adjusting miniclimate difficult,
Tropical island effect is projected.Therefore safety, ecological, environmental protective technology is taken extremely to be necessary in urban road construction.
Drainage asphalt pavement have good antiskid performance, absorbing sound and lowering noise and rainy day surface not hydrops, drive a vehicle it is safer etc. excellent
Point, is a kind of high-quality environment-friendly type road surface, during domestic many metropolitan urban road constructions are applied in recent years.To guarantee
Drainage asphalt pavement excludes rapidly road table precipitation, reduces road table water film thickness, reduces the water smoke that rainwater splashing is produced, and improves row
Car safety, drainage asphalt pavement should arrange edge drainage system.Version being adopted edge drainage system at present, by vertical more
To drain pipe or rhone and horizontal outlet pipe, municipal drainage pipeline is finally accessed.Using this kind of road surface drainage method, drainage
Bituminous paving address only rainy day surface not hydrops, drive a vehicle safer, reduce the problem of dust pollution, but and unresolved city life
Subject matter in state environment：1）Reduction subsoil water, recharge of groundwater resource；2）Reduce the burden of sewerage system；3）Change
Kind urban surface temperature, humidity, improve city thermal cycle, alleviate tropical island effect.
The content of the invention
It is an object of the invention to provide a kind of pavement of road water discharge method, overcomes existing drainage asphalt pavement functionally
Some shortcomings, preferably solve the problems, such as in urban ecological environment.
To achieve these goals, the technical scheme is that：A kind of pavement of road water discharge method, its feature is falling
The water of driveway reaches impermeable waterproof adhesion coating perpendicular through the permeable surface layer of driveway, then by horizontal wall inscription and outside draining
Kerbstone, enters outside water penetration drainage system, and draining kerbstone bottom sets water penetration kerbstone basis, and water penetration drainage system includes setting
Bottom and the rubble blind drainage system in outside on water penetration kerbstone basis, rubble blind drainage system bottom sets longitudinal drainage
Water-permeable pipe, the water major part for entering outside water penetration drainage system is penetrated into the underground of outside soil, is reduced into subsoil water, remaining
Part by longitudinal drainage water-permeable pipe by rubble blind-drainage system in longitudinal water-permeable pipe enter municipal pipeline.
Another object of the present invention is to provide a kind of road pavement dewatering structure system, existing drainage asphalt road is overcome
Face some shortcomings functionally, preferably solve the problems, such as in urban ecological environment.
To achieve these goals, technical scheme is as follows：A kind of road pavement dewatering structure system, it is main
Including the drainage asphalt pavement structure of driveway, the drainage asphalt pavement surface layer is permeable surface layer, divides into waterproof adhesion coating,
It is characterized in that arranging draining kerbstone on the outside of road surface, draining kerbstone is provided with transverse drainage passage, kerbstone peripheral hardware water penetration draining
System, the permeable surface layer of the driveway is connected by transverse drainage passage with water penetration drainage system, the water penetration drainage system
Longitudinal drainage water-permeable pipe is inside set, the longitudinal drainage water-permeable pipe is connected to the drainage of rainwater inspection shaft, rainwater inspection shaft and driveway
Rainwater water inlet kerbstone is provided between asphalt pavement structure.Driveway road surface horizontal wall inscription is 1.5%～2%.Draining kerbstone bottom sets
Aqueouss kerbstone basis, water penetration drainage system includes being located at the bottom on water penetration kerbstone basis and the rubble blind drainage system in outside
System, rubble blind drainage system bottom sets longitudinal drainage water-permeable pipe.
In the present invention, the drainage asphalt pavement structure of driveway does not set edge drainage system, and rainwater on road surface vertically leads to
Cross the permeable surface layer of driveway and reach impermeable waterproof adhesion coating, then by horizontal wall inscription and outside draining kerbstone, enter outside rubble
Blind drainage system.Instant invention overcomes drainage asphalt pavement rainwater is directly discharged into the shortcoming of municipal pipeline, it is special by outside
Different draining kerbstone and water penetration drainage system, the rainwater on car lane is discharged, and is penetrated into the underground of outside soil, reduction
Into subsoil water.The present invention can also simultaneously solve the problems, such as the longitudinal drainage of water permeable sidewalk.Have little time rainfall subgrade soil is concentrated
When drinking up the rain, unnecessary rainwater enters municipal pipeline by the drain pipe in blotter.Embody following functions advantage：
1）Safety:Rainy day, surface was less susceptible to hydrops, and driving is safer；Into the reduction of water flow of pipeline, city is improve
The degree of safety controlled flood and drained flooded fields；
2）It is ecological：Reduction subsoil water, more conducively recharge of groundwater resource, the growth of road scope implants；
3）Energy saving：Improve urban surface temperature, humidity, improve city thermal cycle, alleviate tropical island effect；
4）Economy：Replace the longitudinal drainage pipe of road surface both sides using special draining kerbstone, reduce construction investment；Into pipe
The reduction of the road water yield also mitigates burden and transformation to urban duct drainage system.
Description of the drawings
Fig. 1 is the pavement of road draining schematic cross-sectional view of present example one.
Fig. 2 is the another pavement of road draining schematic cross-sectional view of present example one.
Fig. 3 is the pavement of road drainage plane schematic diagram of present example one.
Fig. 4 is the pavement of road draining schematic cross-sectional view of present example two.
Fig. 5 is the another pavement of road draining schematic cross-sectional view of present example two.
Fig. 6 is the pavement of road drainage plane schematic diagram of present example two.
Fig. 7 is the road drainage kerbstone perspective view in the present invention.
Fig. 8 is the road rain water water inlet kerbstone schematic diagram in the present invention.
Fig. 9 is the sectional view of Fig. 8.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment the invention will be further described.
A kind of road pavement dewatering structure system, it is mainly including the drainage asphalt pavement structure of driveway, the draining
Property bituminous paving surface layer be permeable surface layer, divide into waterproof adhesion coating, it is characterised in that draining kerbstone, draining are set on the outside of road surface
Kerbstone is provided with transverse drainage passage, and the permeable surface layer of the driveway is connected with transverse drainage passage, kerbstone peripheral hardware water penetration draining
System, sets longitudinal drainage water-permeable pipe in the water penetration drainage system, the longitudinal drainage water-permeable pipe is connected to rainwater inspection shaft, rainwater
Rainwater water inlet kerbstone is provided between inspection shaft and the drainage asphalt pavement structure of driveway.
Fig. 1～Fig. 3 for one embodiment of the invention schematic diagram, in this embodiment, the outside of driveway is footpath, car
Draining kerbstone is set between trade and footpath.
As shown in figure 1, driveway road surface horizontal wall inscription is 1.5%～2%.Driveway sets respectively from top to bottom permeable surface layer 11, prevents
Water adhesion coating 12, waterproof middle cutting optimal 13, sealing, impermeable water-base, bed course and upper roadbed, footpath sets respectively from top to bottom
Water surface layer 2, sand pad screed-coat 3, porous base course 4, permeable bed course 5, water-retention diffusion layer 6, draining kerbstone bottom sets water penetration kerbstone
Basis, the bottom and outside on water penetration kerbstone basis are rubble blind drainage system, with the same footpath using graded broken stone
Permeable bed course is connected as a single entity, and the permeable surface layer of driveway passes through transverse drainage passage and the rubble blind drainage system connectivity, broken
The bottom of stone blind drainage system is provided with longitudinal drainage water-permeable pipe 7, wherein the edge of the impermeable water-base of driveway and bed course with
The water penetration kerbstone basis of draining kerbstone and bottom, the contact of graded broken stone layer, water-retention diffusion layer, and contact surface are using antiseepage geotechnique
Cloth is isolated.
The permeable surface layer of driveway adopts porous asphalt, waterproof adhesion coating to adopt modified emulsifying asphalt waterproof adhesion coating,
Waterproof middle cutting optimal adopts intensive with bituminous concrete, and sealing adopts emulsified asphalt slurry seal, impermeable water-base to adopt water
Cement-stabilizing broken stone, bed course adopts graded broken stone, upper roadbed to adopt 5% rendzinas, drainage asphalt pavement structural grouping table in enforcement
Surface layer is porous asphalt（OGFC levels are matched somebody with somebody or DA levels are matched somebody with somebody）, waterproof adhesion coating is divided into, the following structure of cutting optimal in bitumen concrete
Impermeable common structure is, here is not specifically described.When kerbstone outside is as being footpath, footpath is tied using porous pavement
Structure, road surface horizontal wall inscription is 1～2%, and permeable surface layer 2 is seepy material（Porous asphalt or water permeable concrete or slag concrete or permeable
Pavement bricks）, sand pad screed-coat 3（Special slag is permeable to gather materials or sand bedding course）, porous base course 4 is water permeable concrete or graded broken stone,
Permeable bed course 5 is graded broken stone.In order to prevent precipitation excessive, subsoil water has little time to absorb, and under bed course medium coarse sand is also provided with（Carefully
Degree modulus 2.3～3.7）Water-retention diffusion layer 6；Set with the broken of longitudinal drainage water-permeable pipe 7 on the outside of driveway on the outside of kerbstone
Stone blind drainage system, the spacing of longitudinal drainage water-permeable pipe foundation water inlet（30m～40m）, access municipal pipeline rainwater inspection shaft
8。
Fig. 2 is the draining schematic cross-sectional view at rainwater inspection shaft.As illustrated, setting rainwater between driveway and footpath
Inspection shaft, above-mentioned longitudinal water-permeable pipe extends to the rainwater inspection shaft, and the bottom of rainwater inspection shaft sets drain pipe and enters municipal pipeline.Rainwater basement
Well sets rainwater water inlet kerbstone by driveway side, and the rainwater water inlet kerbstone is provided with transverse drainage mouth, the transverse drainage mouth
Inside set barrier.Longitudinal drainage water-permeable pipe is accessed and reserve on the side wall in rainwater inspection shaft direction sizeable perforate.
Fig. 4～Fig. 6 is the schematic diagram of another embodiment of the present invention.In this embodiment, the outside of driveway sets for greening
Band is applied, draining kerbstone 1 is set between driveway and greening installation band.
As shown in figure 4, the setting of driveway is identical with a upper embodiment, and greening installation band bottom is planting soil, arranges
Water kerbstone bottom sets water penetration kerbstone basis, and the bottom and outside on water penetration kerbstone basis are rubble blind drainage system.Wherein
The water penetration kerbstone basis of the impermeable water-base of driveway and the edge of bed course and draining kerbstone and bottom, rubble blind drainage system
System and planting soil contact, and contact surface is using anti-seepage geotextile isolation.Planting soil is adopted with the contact surface of rubble blind drainage system
Isolated with acupuncture nonwoven geotextiles.Longitudinal drainage water-permeable pipe is provided with the bottom of rubble blind drainage system.
As shown in figure 5, rainwater inspection shaft is provided between driveway and greening installation band, longitudinal drainage water-permeable pipe connection rainwater
Inspection shaft, rainwater inspection shaft sets rainwater water inlet kerbstone by driveway side, and rainwater inspection shaft bottom sets drain pipe and enters municipal pipeline.
In the present invention drainage asphalt pavement structure does not set edge drainage system, and rainwater on road surface is perpendicular through permeable surface layer
Impermeable waterproof adhesion coating is reached, then by horizontal wall inscription and outside draining kerbstone, outside water penetration drainage system is entered.General feelings
Under condition, rainwater directly penetrates into the underground of soil on the outside of kerbstone, is reduced into subsoil water.Have little time to absorb rainfall subgrade soil is concentrated
During rainwater, unnecessary rainwater by rubble blind-drainage system in longitudinal water-permeable pipe enter municipal pipeline.
As shown in fig. 7, the draining kerbstone bottom is water penetration kerbstone basis 17, arrange many on the basis of the water penetration kerbstone
The permeable kerbstone unit 14 of individual head and the tail connection, each permeable middle and lower part of kerbstone unit 14 is provided with multiple transverse drainages being arranged side by side
Passage 15.The aperture of transverse drainage passage is 4cm～6cm, and the transverse drainage channel roof is less than kerbstone inner side drainage road
Pervious bed upper surface 1cm～2cm, bottom is less than kerbstone inner side drainage road surface waterproof adhesion coating.
Described draining kerbstone unit, material is product made by prefabricated permeable material（Such as water permeable concrete, slag concrete）,
There is transverse drainage passage, kerbstone bottom is less than drainage channel bottom 5cm ~ 8cm, and water penetration kerbstone basis is pervious cement coagulation
Soil.
As shown in FIG. 8 and 9, the rainwater water inlet kerbstone is provided with transverse drainage mouth 18, and in the transverse drainage mouth cast iron is set
Reinforcing bar is set in barrier 19, concrete, and the spacing between the barrier is 4cm～6cm.The one end of transverse drainage mouth 18 is water inlet
20, the other end is outlet 21, and in general the height of water inlet 20 is 12cm～15cm, and the bottom of wherein outlet 21 is provided with one
Downward slope, the rainwater for facilitating access for the transverse drainage mouth enters rainwater inspection shaft by the slope.
Described water penetration drainage system, on the outside of car lane the rubble french drain with longitudinal drainage water-permeable pipe is being set
Drainage system, longitudinal drainage water-permeable pipe accesses municipal pipeline rainwater inspection shaft.When kerbstone outside is as being footpath, footpath is using saturating
Medium coarse sand water-retention diffusion layer is also provided with water pavement structure, bed course.Generally, rainwater directly penetrates into soil on the outside of kerbstone
Underground, be reduced into subsoil water.When concentrating rainfall subgrade soil to have little time to drink up the rain, unnecessary rainwater passes through rubble french drain
In drain pipe enter municipal pipeline rainwater inspection shaft.
The road surface drainage method draws the rainwater on car lane outside motor vehicles road surface structure, that is, ensure that road surface
The intensity of structure, meets communication function, and subsoil water is reduced again, and recharge of groundwater resource reduces the negative of urban duct drainage system
Load, improves urban surface temperature, humidity, improves city thermal cycle, alleviates tropical island effect.
In order to ensure draining kerbstone 1 has good pervious function, and can rapidly exclude drainage asphalt pavement road table drop
Water, draining kerbstone 1 made by the prefabricated permeable construction material of material selection（Such as water permeable concrete, slag concrete）, voidage is more than road surface
Surface layer, more than 20%.It is provided with transverse drainage passage on kerbstone simultaneously, transverse drainage channel roof is less than kerbstone inner side drainage
Road surface pervious bed upper surface 1cm～2cm, less than kerbstone inner side drainage road surface waterproof adhesion coating, kerbstone bottom is less than draining for bottom
Cement concrete with water permeability is selected on channel bottom 5cm ~ 8cm, kerbstone basis.The rainwater of top course is facilitated access for laterally across row
Aquaporin is entered on the outside of kerbstone in soil, and can prevent road table debris obstruction drainage channel.
Claims (3)
1. a kind of road pavement dewatering structure system, it is mainly including the drainage asphalt pavement structure of driveway, the drainage
Bituminous paving surface layer is permeable surface layer, divides into waterproof adhesion coating, it is characterised in that draining kerbstone, drain-side are arranged on the outside of road surface
Stone is provided with transverse drainage passage, kerbstone peripheral hardware water penetration drainage system, and the permeable surface layer of the driveway passes through transverse drainage passage
Connect with water penetration drainage system, longitudinal drainage water-permeable pipe is set in the water penetration drainage system, the longitudinal drainage water-permeable pipe connects
It is connected between the drainage asphalt pavement structure of rainwater inspection shaft, rainwater inspection shaft and driveway and is provided with rainwater water inlet kerbstone, draining
Kerbstone bottom sets water penetration kerbstone basis, and water penetration drainage system is blind including the bottom on water penetration kerbstone basis and the rubble in outside
Ditch water discharge system, in the bottom of rubble blind drainage system longitudinal drainage water-permeable pipe is provided with；When the outside of driveway is footpath,
Set draining kerbstone between driveway and footpath, driveway set respectively from top to bottom permeable surface layer, waterproof adhesion coating, it is waterproof under
Surface layer, sealing, impermeable water-base, bed course and upper roadbed, footpath sets respectively from top to bottom permeable surface layer, sand pad screed-coat, thoroughly
The rubble blind drainage system in water-base, permeable bed course, water-retention diffusion layer, water penetration kerbstone foundation bottom and outside with equally adopt
It is connected as a single entity with the permeable bed course of the footpath of graded broken stone, wherein the edge and drain-side of the impermeable water-base of driveway and bed course
The water penetration kerbstone basis of stone and bottom, the contact of graded broken stone layer, water-retention diffusion layer, and contact surface using anti-seepage geotextile every
From；When the outside of driveway is greening installation band, draining kerbstone, greening installation leukorrhagia are set between driveway and greening installation band
Portion is planting soil, and the bottom and outside on water penetration kerbstone basis are rubble blind drainage system, the impermeable water-base of driveway
, rubble blind drainage system basic with the water penetration kerbstone of draining kerbstone and bottom with the edge of bed course and planting soil are contacted, and
Contact surface is isolated using anti-seepage geotextile, the contact surface of planting soil and rubble blind drainage system using acupuncture nonwoven geotextiles every
From.
2. road pavement dewatering structure system according to claim 1, it is characterised in that：Every one section on the outside of driveway
Distance arranges a rainwater inspection shaft, and the rainwater inspection shaft is arranged between driveway and footpath or greening installation band, above-mentioned longitudinal direction row
Water water-permeable pipe connects rainwater inspection shaft, and the bottom of rainwater inspection shaft sets drain pipe, and rainwater inspection shaft sets rainwater water inlet by driveway side
Kerbstone, the rainwater water inlet kerbstone is provided with transverse drainage mouth, and in the transverse drainage mouth barrier is set.
3. road pavement dewatering structure system according to claim 2, it is characterised in that：Rainwater water inlet kerbstone it is horizontal
Discharge outlet one end is water inlet, and the other end is outlet, and outlet is big compared with water inlet, and it is downward oblique that the bottom of outlet is provided with one
Slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110356488.8A CN103103905B (en) | 2011-11-11 | 2011-11-11 | Road pavement draining method and drainage structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110356488.8A CN103103905B (en) | 2011-11-11 | 2011-11-11 | Road pavement draining method and drainage structure system |
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| Publication Number | Publication Date |
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| CN103103905A CN103103905A (en) | 2013-05-15 |
| CN103103905B true CN103103905B (en) | 2017-05-03 |
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| CN201110356488.8A Active CN103103905B (en) | 2011-11-11 | 2011-11-11 | Road pavement draining method and drainage structure system |
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| CN110846968B (en) * | 2019-11-22 | 2021-07-20 | 上海宝田新型建材有限公司 | Permeable asphalt pavement structure |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000080605A (en) * | 1998-09-04 | 2000-03-21 | Makoto Onozawa | Curbstone and drainage structure for road |
| JP2004244911A (en) * | 2003-02-13 | 2004-09-02 | Yamagata Shinko Kk | Drain structure of water permeable pavement and curb stone block |
| CN201722580U (en) * | 2010-03-25 | 2011-01-26 | 马银华 | Waterproof pavement structure |
| CN102080395A (en) * | 2011-01-20 | 2011-06-01 | 合肥市滨湖新区建设投资有限公司 | Road surface initial-rainwater treatment system |
-
2011
- 2011-11-11 CN CN201110356488.8A patent/CN103103905B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000080605A (en) * | 1998-09-04 | 2000-03-21 | Makoto Onozawa | Curbstone and drainage structure for road |
| JP2004244911A (en) * | 2003-02-13 | 2004-09-02 | Yamagata Shinko Kk | Drain structure of water permeable pavement and curb stone block |
| CN201722580U (en) * | 2010-03-25 | 2011-01-26 | 马银华 | Waterproof pavement structure |
| CN102080395A (en) * | 2011-01-20 | 2011-06-01 | 合肥市滨湖新区建设投资有限公司 | Road surface initial-rainwater treatment system |
Non-Patent Citations (3)
| Title |
|---|
| 一种新型城市道路雨水收集与利用系统的研究与设计;俞佳;《城市道桥与防洪》;20110930(第9期);"2.3 盲沟灌溉系统设计"部分 * |
| 上海世博会园区生态道路建设与工程示范;温学钧等;《筑路机械与施工机械化》;20110831;"4 新型排水侧石的开发与应用"部分 * |
| 城市快速干道综合排水系统的设计;刘朴等;《中国给水排水》;20010531;第17卷(第5期);"2 路基排水"、"3 路面结构内部排水"部分以及图3-4 * |
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