CN103103905A - Road pavement draining method and drainage structure system - Google Patents

Road pavement draining method and drainage structure system Download PDF

Info

Publication number
CN103103905A
CN103103905A CN2011103564888A CN201110356488A CN103103905A CN 103103905 A CN103103905 A CN 103103905A CN 2011103564888 A CN2011103564888 A CN 2011103564888A CN 201110356488 A CN201110356488 A CN 201110356488A CN 103103905 A CN103103905 A CN 103103905A
Authority
CN
China
Prior art keywords
drainage
water
kerbstone
roadway
permeable
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.)
Granted
Application number
CN2011103564888A
Other languages
Chinese (zh)
Other versions
CN103103905B (en
Inventor
陈红缨
徐健
彭彬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Municipal Engineering Design Insitute Group Co Ltd
Original Assignee
Shanghai Municipal Engineering Design Insitute Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Municipal Engineering Design Insitute Group Co Ltd filed Critical Shanghai Municipal Engineering Design Insitute Group Co Ltd
Priority to CN201110356488.8A priority Critical patent/CN103103905B/en
Publication of CN103103905A publication Critical patent/CN103103905A/en
Application granted granted Critical
Publication of CN103103905B publication Critical patent/CN103103905B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning 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

A kind of pavement of road water discharge method and discharge structure system thereof
Technical field
The present invention relates to the technical field of pavement of road draining, specifically a kind of pavement of road water discharge method that is mainly used in drainage asphalt pavement and discharge structure system thereof.
Background technology
Perfect along with urban construction, road network, the urban ground coverage scale is more and more higher.At present urban road surfaces adopts closely knit, impermeable material making, makes urban ecological environment be faced with some distinct issues: 1) a large amount of rain drainages during rainy season will increase the burden of urban sewerage and drainage system greatly; 2) table ponding in road splashes under the effect of driving vehicle, and nearby vehicle and pedestrains safety are had a negative impact; 3) closely knit, fluid-tight road surface lacks the regulating power to urban surface temperature, humidity, and dust pollution is heavy; 4) road surface has stoped the groundwater recharge path, makes the ground flora growth difficulty that is used for regulating microclimate in the city, and heat island effect is outstanding.Therefore take safety, ecological, environmental protective technology extremely to be necessary in urban road construction.
Drainage asphalt pavement has that cling property is good, absorbing sound and lowering noise and the rainy day surface advantages such as ponding, driving is not safer, is a kind of high-quality environment-friendly type road surface, is applied in recent years in domestic many metropolitan urban road constructions.For guaranteeing that drainage asphalt pavement gets rid of rapidly road table precipitation, reduce road table water film thickness, reduce the water smoke that rainwater splashes and produces, improve traffic safety, drainage asphalt pavement should arrange the edge drainage system.At present the edge drainage system adopts form of structure more, by longitudinal drainage pipe or rhone and horizontal outlet pipe, finally accesses municipal drainage pipeline.Adopt this kind surface drainage method, drainage asphalt pavement has only solved not ponding of rainy day surface, drives a vehicle safer, reduces the problem of dust pollution, but and the subject matter in unresolved urban ecological environment: 1) reduction underground water, recharge of groundwater resource; 2) reduce the burden of urban sewerage and drainage system; 3) improve urban surface temperature, humidity, improve the Urban Thermal circulation, alleviate heat island effect.
Summary of the invention
The object of the present invention is to provide a kind of pavement of road water discharge method, overcome the some shortcomings on existing drainage asphalt pavement function, better solve the problem in urban ecological environment.
to achieve these goals, technical scheme of the present invention is: a kind of pavement of road water discharge method, its feature vertically reaches impermeable waterproof adhesion coating by the permeable surface layer of roadway at the water that drops on roadway, then by horizontal wall inscription and outside draining kerbstone, enter outside water permeability drainage system, it is basic that the water permeability kerbstone is established in draining kerbstone bottom, the water permeability drainage system comprises the bottom that is located at water permeability kerbstone basis and the rubble blind drainage system in the outside, rubble blind drainage system establishes the longitudinal drainage water-permeable pipe in the bottom, enter that the water of outside water permeability drainage system is most of infiltrates underground to outside soil, be reduced into underground water, remainder enters municipal pipeline by the longitudinal drainage water-permeable pipe by the vertical water-permeable pipe in rubble french drain system.
Another object of the present invention is to provide a kind of road pavement dewatering structure system, overcome the some shortcomings on existing drainage asphalt pavement function, better solve the problem in urban ecological environment.
to achieve these goals, technical scheme of the present invention is as follows: a kind of road pavement dewatering structure system, it mainly comprises the drainage asphalt pavement structure of roadway, this drainage asphalt pavement surface course is permeable surface layer, divide into the waterproof adhesion coating, it is characterized in that at road surface arranged outside draining kerbstone, the draining kerbstone is provided with the transverse drainage passage, kerbstone peripheral hardware water permeability drainage system, the permeable surface layer of described roadway is communicated with the water permeability drainage system by the transverse drainage passage, establish the longitudinal drainage water-permeable pipe in this water permeability drainage system, described longitudinal drainage water-permeable pipe is connected to the rainwater inspection shaft, be provided with rainwater water inlet kerbstone between the drainage asphalt pavement structure of rainwater inspection shaft and roadway.Roadway road surface horizontal wall inscription is 1.5%~2%.Water permeability kerbstone basis is established in draining kerbstone bottom, and the water permeability drainage system comprises the bottom that is located at water permeability kerbstone basis and the rubble blind drainage system in the outside, and rubble blind drainage system establishes the longitudinal drainage water-permeable pipe in the bottom.
In the present invention, the drainage asphalt pavement structure of roadway is not established the edge drainage system, and rainwater on road surface vertically reaches impermeable waterproof adhesion coating by the permeable surface layer of roadway, then by horizontal wall inscription and outside draining kerbstone, enters outside rubble blind drainage system.The present invention has overcome the shortcoming that the drainage asphalt pavement rainwater directly enters municipal pipeline, by the special draining kerbstone in the outside and water permeability drainage system, the rainwater on motorway is discharged, and infiltrates underground to outside soil, is reduced into underground water.The present invention also can solve the longitudinal drainage problem of water permeable sidewalk simultaneously.When concentrated rainfall subgrade soil had little time to drink up the rain, unnecessary rainwater entered municipal pipeline by the gutter in hardcore bed.Embodied the following functions advantage:
1) safety:The rainy day surface more is difficult for ponding, drives a vehicle safer; Enter the minimizing of water flow of pipeline, improved the degree of safety of urban flood defence water drainage;
2) ecological property:Reduction underground water, the recharge of groundwater resource is more conducive to the growth of road scope implants;
3) energy saving:Improve urban surface temperature, humidity, improve the Urban Thermal circulation, alleviate heat island effect;
4) economy:Utilize special draining kerbstone to replace the longitudinal drainage pipe of both sides, road surface, reduce construction investment; The minimizing that enters water flow of pipeline has also alleviated burden and the transformation to the urban duct drainage system.
Description of drawings
Fig. 1 is the pavement of road transverse drainage sectional schematic diagram of example one of the present invention.
Fig. 2 is the another pavement of road transverse drainage sectional schematic diagram of example one of the present invention.
Fig. 3 is the pavement of road draining floor map of example one of the present invention.
Fig. 4 is the pavement of road transverse drainage sectional schematic diagram of example two of the present invention.
Fig. 5 is the another pavement of road transverse drainage sectional schematic diagram of example two of the present invention.
Fig. 6 is the pavement of road draining floor map of example two of the present invention.
Fig. 7 is the road drainage kerbstone phantom drawing 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.
The specific embodiment
The invention will be further described below in conjunction with drawings and the specific embodiments.
a kind of road pavement dewatering structure system, it mainly comprises the drainage asphalt pavement structure of roadway, this drainage asphalt pavement surface course is permeable surface layer, divide into the waterproof adhesion coating, it is characterized in that at road surface arranged outside draining kerbstone, the draining kerbstone is provided with the transverse drainage passage, the permeable surface layer of described roadway is connected with the transverse drainage passage, kerbstone peripheral hardware water permeability drainage system, establish the longitudinal drainage water-permeable pipe in this water permeability drainage system, described longitudinal drainage water-permeable pipe is connected to the rainwater inspection shaft, be provided with rainwater water inlet kerbstone between the drainage asphalt pavement structure of rainwater inspection shaft and roadway.
Fig. 1~Fig. 3 is the schematic diagram of one embodiment of the invention, and in this embodiment, the outside of roadway is the sidewalk, establishes the draining kerbstone between roadway and sidewalk.
As shown in Figure 1, roadway road surface horizontal wall inscription is 1.5%~2%.roadway is established respectively permeable surface layer 11 from top to bottom, waterproof adhesion coating 12, waterproof middle the Sub 13, seal, waterproof basic unit, bed course and upper roadbed, permeable surface layer 2 is established respectively on the sidewalk from top to bottom, sand pad leveling layer 3, porous base course 4, permeable bed course 5, retaining diffusion layer 6, it is basic that the water permeability kerbstone is established in draining kerbstone bottom, the bottom on water permeability kerbstone basis and the outside are rubble blind drainage system, be connected as a single entity with the permeable bed course in the sidewalk of same employing graded broken stone, the permeable surface layer of roadway is by transverse drainage passage and this rubble blind drainage system connectivity, bottom in rubble blind drainage system is provided with longitudinal drainage water-permeable pipe 7, wherein the water permeability kerbstone of the edge of the waterproof basic unit of roadway and bed course and draining kerbstone and bottom is basic, the graded broken stone layer, the contact of retaining diffusion layer, and contact surface adopts the anti-seepage geotextile isolation.
The permeable surface layer of roadway adopts the porosity bituminous mixture, the waterproof adhesion coating adopts modified emulsifying asphalt waterproof adhesion coating, waterproof middle the Sub adopts the intensive bituminous concrete of joining, seal adopts emulsified asphalt slurry seal, waterproof basic unit adopts cement stabilized macadam, bed course adopts graded broken stone, upper roadbed adopts 5% rendzinas, in enforcement, drainage asphalt pavement textural association surface course is porosity bituminous mixture (OGFC grating or DA grating), divide into the waterproof adhesion coating, in asphalt concrete, the following structure of the Sub is the common structure that do not seep water, and is not described specifically at this.The kerbstone outside as when being the sidewalk, permeable pavement structure is adopted on the sidewalk, the road surface horizontal wall inscription is 1~2%, permeable surface layer 2 is seepy material (porosity bituminous mixture or water permeable concrete or slag concrete or water permeable sidewalk brick), permeable leveling layer 3(is special-purpose, and slag is permeable gathers materials or sand cushion), porous base course 4 is water permeable concrete or graded broken stone, and permeable bed course 5 is graded broken stone.Excessive in order to prevent precipitation, underground water has little time to absorb, and also is provided with the retaining diffusion layer 6 of medium coarse sand (fineness modulus 2.3~3.7) under bed course; Establish the rubble blind drainage system with longitudinal drainage water-permeable pipe 7 in the close roadway outside, the kerbstone outside, the longitudinal drainage water-permeable pipe is according to the spacing (30m~40m), access municipal pipeline rainwater inspection shaft 8 of water inlet.
Fig. 2 is the transverse drainage sectional schematic diagram at rainwater inspection shaft place.As shown in the figure, establish the rainwater inspection shaft between roadway and sidewalk, above-mentioned vertical water-permeable pipe extends to this rainwater inspection shaft, and the bottom of rainwater inspection shaft is established gutter and entered municipal pipeline.The rainwater inspection shaft is established rainwater water inlet kerbstone by roadway one side, and described rainwater water inlet kerbstone is provided with the transverse row mouth of a river, and this transverse row is established barrier in the mouth of a river.Reserve sizeable perforate on the side wall of longitudinal drainage water-permeable pipe access rainwater inspection shaft direction.
Fig. 4~Fig. 6 is the schematic diagram of another embodiment of the present invention.In this embodiment, the outside of roadway is the greening installation band, establishes draining kerbstone 1 between roadway and greening installation band.
As shown in Figure 4, the setting of roadway is identical with a upper embodiment, and greening installation band bottom is planting soil, and water permeability kerbstone basis is established in draining kerbstone bottom, and bottom and the outside on water permeability kerbstone basis are rubble blind drainage system.Wherein the edge of the waterproof basic unit of roadway and bed course contacts with water permeability kerbstone basis, rubble blind drainage system and the planting soil of draining kerbstone and bottom, and contact surface adopts the anti-seepage geotextile isolation.The contact surface of planting soil and rubble blind drainage system adopts the isolation of acupuncture nonwoven geotextiles.Bottom in rubble blind drainage system is provided with the longitudinal drainage water-permeable pipe.
As shown in Figure 5, be provided with the rainwater inspection shaft between roadway and greening installation band, the longitudinal drainage water-permeable pipe is communicated with the rainwater inspection shaft, and the rainwater inspection shaft is established rainwater water inlet kerbstone by roadway one side, and rainwater inspection shaft bottom is established gutter and entered municipal pipeline.
The drainage asphalt pavement structure is not established the edge drainage system in the present invention, and rainwater on road surface vertically reaches impermeable waterproof adhesion coating by permeable surface layer, then by horizontal wall inscription and outside draining kerbstone, enters outside water permeability drainage system.Generally, rainwater directly infiltrates the underground of kerbstone outside soil, is reduced into underground water.When concentrated rainfall subgrade soil had little time to drink up the rain, unnecessary rainwater entered municipal pipeline by the vertical water-permeable pipe in rubble french drain system.
As shown in Figure 7, described draining kerbstone bottom be water permeability kerbstone basis 17, and the permeable kerbstone unit 14 of a plurality of head and the tail connections is set on this water permeability kerbstone basis, and each 14 middle and lower part, permeable kerbstone unit is provided with a plurality of transverse drainage passages 15 that are arranged side by side.The aperture of transverse drainage passage is 4cm~6cm, and this transverse drainage channel roof is lower than the inboard drainage road pervious layer of kerbstone upper surface 1cm~2cm, and the bottom is lower than kerbstone inboard row water-based road surface waterproof adhesion coating.
Described draining kerbstone unit, material are the product (as water permeable concrete, slag concrete etc.) that prefabricated permeable material is made, and the transverse drainage passage is arranged, and kerbstone bottom is lower than drainage channel bottom 5cm ~ 8cm, and water permeability kerbstone basis is cement concrete with water permeability.
As shown in Fig. 8 and 9, described rainwater water inlet kerbstone is provided with the transverse row mouth of a river 18, and this transverse row is established cast iron barrier 19 in the mouth of a river, and reinforcing bar is set in concrete, and the spacing between described barrier is 4cm~6cm.This transverse row mouth of a river 18 1 ends are water inlet 20, the other end is delivery port 21, in general water inlet 20 is highly 12cm~15cm, and wherein the bottom of delivery port 21 is provided with a downward slope, and the rainwater of being convenient to enter this transverse row mouth of a river enters the rainwater inspection shaft by this slope.
Described water permeability drainage system is established the rubble blind drainage system with the longitudinal drainage water-permeable pipe outside close motorway, longitudinal drainage water-permeable pipe access municipal pipeline rainwater inspection shaft.The kerbstone outside as when be the sidewalk, employing permeable pavement structure in sidewalk also is provided with medium coarse sand retaining diffusion layer under bed course.Generally, rainwater directly infiltrates the underground of kerbstone outside soil, is reduced into underground water.When concentrated rainfall subgrade soil had little time to drink up the rain, unnecessary rainwater entered municipal pipeline rainwater inspection shaft by the gutter in the rubble french drain.
This surface drainage method is with outside the rainwater extractor motor-car road surface structure on motorway, namely guaranteed the intensity of road structure, satisfy communication function, reduce again underground water, the recharge of groundwater resource, the burden of minimizing urban duct drainage system is improved urban surface temperature, humidity, improve the Urban Thermal circulation, alleviate heat island effect.
Has good pervious function in order to ensure draining kerbstone 1, and can get rid of rapidly drainage asphalt pavement road table precipitation, draining kerbstone 1(such as water permeable concrete, slag concrete etc. that the prefabricated permeable constructional materials of material selection is made), void content is greater than top course, greater than 20%.Be provided with simultaneously the transverse drainage passage on kerbstone, the transverse drainage channel roof is lower than the inboard drainage road pervious layer of kerbstone upper surface 1cm~2cm, the bottom is lower than kerbstone inboard row water-based road surface waterproof adhesion coating, kerbstone bottom is lower than drainage channel bottom 5cm ~ 8cm, and cement concrete with water permeability is selected on the kerbstone basis.The rainwater of being convenient to enter top course laterally enters in the soil of the kerbstone outside by drainage channel, and can prevent that road table foreign material from blocking drainage channel.

Claims (10)

1. pavement of road water discharge method, it is characterized in that the water that drops on roadway vertically reaches impermeable waterproof adhesion coating by the permeable surface layer of roadway, then by the draining kerbstone outside horizontal wall inscription and roadway, enter kerbstone outside water permeability drainage system, it is basic that the water permeability kerbstone is established in draining kerbstone bottom, the water permeability drainage system comprises the bottom that is located at water permeability kerbstone basis and the rubble blind drainage system in the outside, rubble blind drainage system establishes the longitudinal drainage water-permeable pipe in the bottom, enter that the water of outside water permeability drainage system is most of infiltrates underground to outside soil, be reduced into underground water, remainder enters municipal pipeline by the longitudinal drainage water-permeable pipe by the vertical water-permeable pipe in rubble french drain system.
2. pavement of road water discharge method according to claim 1 is characterized in that: roadway road surface horizontal wall inscription is 1.5%~2%.
3. pavement of road water discharge method according to claim 1 is characterized in that: every a segment distance, one rainwater inspection shaft is set in the roadway outside, the water in described vertical water-permeable pipe enters municipal pipeline by this rainwater inspection shaft.
4. pavement of road water discharge method according to claim 1, it is characterized in that: establish rainwater water inlet kerbstone between this rainwater inspection shaft and roadway, water on this place's roadway directly drains into the rainwater inspection shaft by this rainwater water inlet kerbstone, and enters municipal pipeline by this rainwater inspection shaft.
5. road pavement dewatering structure system, it mainly comprises the drainage asphalt pavement structure of roadway, this drainage asphalt pavement surface course is permeable surface layer, divide into the waterproof adhesion coating, it is characterized in that at road surface arranged outside draining kerbstone, the draining kerbstone is provided with the transverse drainage passage, kerbstone peripheral hardware water permeability drainage system, the permeable surface layer of described roadway is communicated with the water permeability drainage system by the transverse drainage passage, establish the longitudinal drainage water-permeable pipe in this water permeability drainage system, described longitudinal drainage water-permeable pipe is connected to the rainwater inspection shaft, be provided with rainwater water inlet kerbstone between the drainage asphalt pavement structure of rainwater inspection shaft and roadway.
6. road pavement dewatering structure system according to claim 5, it is characterized in that: establish the water permeability kerbstone bottom the draining kerbstone basic, the water permeability drainage system comprises the bottom on water permeability kerbstone basis and the rubble blind drainage system in the outside, is provided with the longitudinal drainage water-permeable pipe in the bottom of rubble blind drainage system.
7. according to claim 5 or 6 described road pavement dewatering structure systems, it is characterized in that: the outside of roadway is the sidewalk, establish the draining kerbstone between roadway and sidewalk, roadway is established respectively permeable surface layer from top to bottom, the waterproof adhesion coating, waterproof middle the Sub, seal, waterproof basic unit, bed course and upper roadbed, permeable surface layer is established respectively on the sidewalk from top to bottom, sand pad leveling layer, porous base course, permeable bed course, the retaining diffusion layer, the rubble blind drainage system in water permeability kerbstone foundation bottom and the outside and the same permeable bed course in sidewalk of graded broken stone that adopts are connected as a single entity, wherein the water permeability kerbstone of the edge of the waterproof basic unit of roadway and bed course and draining kerbstone and bottom is basic, the graded broken stone layer, the contact of retaining diffusion layer, and contact surface adopts the anti-seepage geotextile isolation.
8. according to claim 5 or 6 described road pavement dewatering structure systems, it is characterized in that: the outside of roadway is the greening installation band, between roadway and greening installation band, the draining kerbstone is set, roadway is established respectively permeable surface layer from top to bottom, the waterproof adhesion coating, waterproof middle the Sub, seal, waterproof basic unit, bed course and upper roadbed, and greening installation band bottom is planting soil, it is basic that the water permeability kerbstone is established in draining kerbstone bottom, the bottom on water permeability kerbstone basis and the outside are rubble blind drainage system, the water permeability kerbstone basis of the waterproof basic unit of roadway and the edge of bed course and draining kerbstone and bottom, rubble blind drainage system and planting soil contact, and contact surface adopts the anti-seepage geotextile isolation, the contact surface of planting soil and rubble blind drainage system adopts the isolation of acupuncture nonwoven geotextiles.
9. according to claim 5 or 6 described road pavement dewatering structure systems, it is characterized in that: every a segment distance, one rainwater inspection shaft is set outside roadway, if the rainwater inspection shaft is arranged between roadway and sidewalk or greening installation band, above-mentioned longitudinal drainage water-permeable pipe is communicated with the rainwater inspection shaft, gutter is established in the bottom of rainwater inspection shaft, the rainwater inspection shaft is established rainwater water inlet kerbstone by roadway one side, and described rainwater water inlet kerbstone is provided with the transverse row mouth of a river, and this transverse row is established barrier in the mouth of a river.
10. road pavement dewatering structure system according to claim 9 is characterized in that: the transverse row mouth of a river one end of rainwater water inlet kerbstone is water inlet, and the other end is delivery port, and delivery port is large than water inlet, and the bottom of delivery port is provided with a downward slope.
CN201110356488.8A 2011-11-11 2011-11-11 Road pavement draining method and drainage structure system Active CN103103905B (en)

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

Publications (2)

Publication Number Publication Date
CN103103905A true CN103103905A (en) 2013-05-15
CN103103905B CN103103905B (en) 2017-05-03

Family

ID=48312079

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201110356488.8A Active CN103103905B (en) 2011-11-11 2011-11-11 Road pavement draining method and drainage structure system

Country Status (1)

Country Link
CN (1) CN103103905B (en)

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103362048A (en) * 2013-07-11 2013-10-23 江苏省交通科学研究院股份有限公司 Seepage-proofing construction method for pavement structure layer
CN103669145A (en) * 2013-12-31 2014-03-26 北京东方园林股份有限公司 Pavement method of permeable pavement structure
CN103669167A (en) * 2013-12-31 2014-03-26 北京东方园林股份有限公司 Permeable pavement structure
CN103952961A (en) * 2014-05-15 2014-07-30 四川盛唐建设工程有限公司 Temporary road construction method suitable for water scouring area
CN104452518A (en) * 2014-12-05 2015-03-25 中交第一公路勘察设计研究院有限公司 Earth shoulder blind ditch system for pavement edge centralized drainage
CN104631268A (en) * 2015-01-20 2015-05-20 重庆科创职业学院 Concrete road pavement structure
CN104652222A (en) * 2015-02-03 2015-05-27 东南大学 High-level wide-range pavement with internal drainage structure and construction method thereof
CN105507112A (en) * 2015-12-04 2016-04-20 东南大学 Pavement system for preventing waterlogging and supplying underground water
CN105525551A (en) * 2015-11-25 2016-04-27 中国电建集团贵阳勘测设计研究院有限公司 Reforming method of temporary construction road of wind power electric field and grass planting road surface structure
CN106400649A (en) * 2016-11-29 2017-02-15 天津大学前沿技术研究院有限公司 Permeable clogging-preventing pavement structure
CN106436528A (en) * 2016-11-10 2017-02-22 中国市政工程西北设计研究院有限公司 Sidewalk pavement structure for water permeation, water storage and water discharging
CN106638222A (en) * 2017-02-17 2017-05-10 辛国臣 Road surface drainage system
CN106894313A (en) * 2017-02-06 2017-06-27 华中农业大学 A kind of retention oozes pavement with leading for purifying rainwater runoff
RU2659439C1 (en) * 2017-05-31 2018-07-02 Федеральное государственное бюджетное образовательное учреждение высшего образования "Кабардино-Балкарский государственный аграрный университет им. В.М. Кокова" (ФГБОУ ВО Кабардино-Балкарский ГАУ) Method for installation of culvert construction for protection of roads against land drainages and blankets
RU2659438C1 (en) * 2017-05-31 2018-07-02 Федеральное государственное бюджетное образовательное учреждение высшего образования "Кабардино-Балкарский государственный аграрный университет им. В.М. Кокова" (ФГБОУ ВО Кабардино-Балкарский ГАУ) Culvert for protection of roads from land runoff and sediments
CN108867243A (en) * 2018-08-07 2018-11-23 中国十七冶集团有限公司 A kind of area of heavy rainfull peripheral path ponding collects exhaust system and construction method
CN109487655A (en) * 2018-11-03 2019-03-19 垠星建设有限公司 A kind of construction method of asphalt highway
CN109594450A (en) * 2018-11-29 2019-04-09 安阳市兴盛市政工程检测有限公司 A kind of card slot type cement concrete curb stone cushion block structure and its construction method
CN110846968A (en) * 2019-11-22 2020-02-28 上海宝田新型建材有限公司 Permeable asphalt pavement structure
CN111576126A (en) * 2020-05-26 2020-08-25 四川公路桥梁建设集团有限公司 Asphalt concrete implementation pavement capable of draining water and reducing noise

Citations (4)

* Cited by examiner, † Cited by third party
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
Title
俞佳: "一种新型城市道路雨水收集与利用系统的研究与设计", 《城市道桥与防洪》, no. 9, 30 September 2011 (2011-09-30) *
刘朴等: "城市快速干道综合排水系统的设计", 《中国给水排水》, vol. 17, no. 5, 31 May 2001 (2001-05-31) *
温学钧等: "上海世博会园区生态道路建设与工程示范", 《筑路机械与施工机械化》, 31 August 2011 (2011-08-31) *

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103362048A (en) * 2013-07-11 2013-10-23 江苏省交通科学研究院股份有限公司 Seepage-proofing construction method for pavement structure layer
CN103362048B (en) * 2013-07-11 2015-11-25 江苏省交通科学研究院股份有限公司 A kind of construction of road surface structare layer antiseepage
CN103669167A (en) * 2013-12-31 2014-03-26 北京东方园林股份有限公司 Permeable pavement structure
CN103669145A (en) * 2013-12-31 2014-03-26 北京东方园林股份有限公司 Pavement method of permeable pavement structure
CN103669167B (en) * 2013-12-31 2016-01-06 北京东方园林股份有限公司 A kind of permeable pavement structure
CN103952961A (en) * 2014-05-15 2014-07-30 四川盛唐建设工程有限公司 Temporary road construction method suitable for water scouring area
CN103952961B (en) * 2014-05-15 2016-02-24 四川盛唐建设工程有限公司 Current scour region temporary road construction method
CN104452518A (en) * 2014-12-05 2015-03-25 中交第一公路勘察设计研究院有限公司 Earth shoulder blind ditch system for pavement edge centralized drainage
CN104631268A (en) * 2015-01-20 2015-05-20 重庆科创职业学院 Concrete road pavement structure
CN104652222A (en) * 2015-02-03 2015-05-27 东南大学 High-level wide-range pavement with internal drainage structure and construction method thereof
CN105525551A (en) * 2015-11-25 2016-04-27 中国电建集团贵阳勘测设计研究院有限公司 Reforming method of temporary construction road of wind power electric field and grass planting road surface structure
CN105507112A (en) * 2015-12-04 2016-04-20 东南大学 Pavement system for preventing waterlogging and supplying underground water
CN106436528A (en) * 2016-11-10 2017-02-22 中国市政工程西北设计研究院有限公司 Sidewalk pavement structure for water permeation, water storage and water discharging
CN106400649A (en) * 2016-11-29 2017-02-15 天津大学前沿技术研究院有限公司 Permeable clogging-preventing pavement structure
CN106400649B (en) * 2016-11-29 2018-12-28 天津大学前沿技术研究院有限公司 A kind of permeable silting blocking pavement structure
CN106894313A (en) * 2017-02-06 2017-06-27 华中农业大学 A kind of retention oozes pavement with leading for purifying rainwater runoff
WO2018149415A1 (en) * 2017-02-17 2018-08-23 王美兰 Road drainage system
CN106638222B (en) * 2017-02-17 2019-11-05 辛国臣 Surface drainage
CN106638222A (en) * 2017-02-17 2017-05-10 辛国臣 Road surface drainage system
RU2659439C1 (en) * 2017-05-31 2018-07-02 Федеральное государственное бюджетное образовательное учреждение высшего образования "Кабардино-Балкарский государственный аграрный университет им. В.М. Кокова" (ФГБОУ ВО Кабардино-Балкарский ГАУ) Method for installation of culvert construction for protection of roads against land drainages and blankets
RU2659438C1 (en) * 2017-05-31 2018-07-02 Федеральное государственное бюджетное образовательное учреждение высшего образования "Кабардино-Балкарский государственный аграрный университет им. В.М. Кокова" (ФГБОУ ВО Кабардино-Балкарский ГАУ) Culvert for protection of roads from land runoff and sediments
CN108867243A (en) * 2018-08-07 2018-11-23 中国十七冶集团有限公司 A kind of area of heavy rainfull peripheral path ponding collects exhaust system and construction method
CN109487655A (en) * 2018-11-03 2019-03-19 垠星建设有限公司 A kind of construction method of asphalt highway
CN109594450A (en) * 2018-11-29 2019-04-09 安阳市兴盛市政工程检测有限公司 A kind of card slot type cement concrete curb stone cushion block structure and its construction method
CN110846968A (en) * 2019-11-22 2020-02-28 上海宝田新型建材有限公司 Permeable asphalt pavement structure
CN111576126A (en) * 2020-05-26 2020-08-25 四川公路桥梁建设集团有限公司 Asphalt concrete implementation pavement capable of draining water and reducing noise

Also Published As

Publication number Publication date
CN103103905B (en) 2017-05-03

Similar Documents

Publication Publication Date Title
CN202298405U (en) Road pavement dewatering structure system
CN103103905B (en) Road pavement draining method and drainage structure system
CN103132485A (en) External water interception and purification type urban river multi-element ecological embankment physical structural system
CN104032793B (en) The anti-rain-impact system of garden type for residential quarter road
CN208501416U (en) A kind of sponge urban water-through road structure
CN101718069A (en) Permeable pavement structure
CN103233433A (en) Urban road pavement rainwater collection and utilization system
CN207176440U (en) A kind of discharge structure for the water-permeable pavement of pavement half
CN206219935U (en) A kind of permeable pavement structure of high intensity, high osmosis
CN206245174U (en) Road drainage structure
CN111042293A (en) Construction process of road central green belt seepage-proofing drainage structure
CN208266622U (en) A kind of sponge non-watertight road edge stone and sponge urban road structural system
CN201372397Y (en) Permeable road surface structure
CN202610947U (en) Intelligent environment-friendly road comprehensive drainage facility
CN205529776U (en) Infiltration structure of waterproof road in road surface
CN209799490U (en) Flood storage ecological parking lot combined with gallery tree box
CN106555430A (en) Heat-extraction system is received in a kind of sponge type rain penetration
CN210657853U (en) Non-motor vehicle lane road surface structure
CN213417454U (en) Permeable pavement
CN210481948U (en) Novel municipal administration permeable pavement road drainage structures
CN204570418U (en) A kind of road drainage system
CN212582325U (en) Town road with water function is received to face formula
CN209924091U (en) Rectangular side ditch structure for reducing roadbed water level and discharging road surface
CN211006848U (en) Road local water circulation system based on sponge city
CN212388714U (en) Rainwater infiltration system for sponge city

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant