CN105040537A - Road drainage system - Google Patents
Road drainage system Download PDFInfo
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- CN105040537A CN105040537A CN201510546937.3A CN201510546937A CN105040537A CN 105040537 A CN105040537 A CN 105040537A CN 201510546937 A CN201510546937 A CN 201510546937A CN 105040537 A CN105040537 A CN 105040537A
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Abstract
The invention relates to the technical field of drainage systems, in particular to a road drainage system. The road drainage system comprises a road surface and a roadbed; the road surface is provided with two or more traffic lanes of which the driving direction is same, a lane line is arranged between every two adjacent traffic lanes of which the driving direction is same, and each lane line is provided with multiple first drainage channels; multiple first drainage pipes which are transversely distributed are arranged in the roadbed in an embedded mode, and each first drainage channel is connected with the corresponding first drainage pipe through a first connecting pipe; the road surface is provided with four two-way driving traffic lanes, a traffic lane center line is arranged between every two adjacent traffic lanes of which the driving direction is opposite, and at least one side of each traffic lane center line is provided with multiple second drainage channels; multiple second drainage pipes which are transversely distributed are arranged in the roadbed in an embedded mode, and each second drainage channel is connected with the corresponding second drainage pipe through a first connecting pipe. The road drainage system is reasonable in design, simple in structure and good in drainage effect, and the travel safety of vehicles and pedestrians is greatly improved.
Description
Technical field
The present invention relates to drainage system technical field, particularly relate to a kind of road drainage system.
Background technology
In recent years; along with weather is more and more severe; often have typhoon or torrential rain; along with the continuous propelling of road hardening and the expansion of road area; the drainage system of highway and urban road undergos one and takes turns the another test taken turns; if draining not in time; rainwater will be gathered on road; the vehicle of running at high speed makes ponding splash, and not only pollutes vehicle, affects the driving visual field; easily cause traffic accident; but also can be splashed to it the pedestrian of side, have a strong impact on the current of pedestrian, considerably increase difficulty and the danger of rainy day trip.Existing road drainage system generally just lays drainage pipe below road, then above drainage pipe, well cover for sewer is installed, well lid has limbers, draining is carried out with this, and the laying of well cover for sewer can affect the quality of road, lay requirement higher, and the distance wanting interval very long, so the drainage effect when heavy rain is very bad; Meanwhile, existing road is in order to pursue the comfort level of driving, and reduce vibrating noise, anti-skidding design is also more and more ignored by people.
Summary of the invention
The object of the invention is to for the deficiencies in the prior art, provide a kind of reasonable in design, structure is simple, the road drainage system that drainage effect is good.
For achieving the above object, the present invention is by the following technical solutions:
A kind of road drainage system, it comprises road surface and roadbed, described road surface is provided with travel in the same way two with up-run lane, lane line is provided with between adjacent two runways travelled in the same way, described lane line is provided with several first row tanks, be embedded with some first row water pipes of cross direction profiles in described roadbed, be connected by the first tube connector between each first row tank with corresponding first row water pipe.
Described road surface is provided with four runways of two way, roadway center line is provided with between adjacent two runways travelled in opposite directions, described roadway center line at least side is provided with several second row tanks, be embedded with some second row water pipes of cross direction profiles in described roadbed, be connected by the second tube connector between each second row tank with corresponding second row water pipe.
Both sides, described road surface are respectively equipped with vertical curb, road surface inside described vertical curb is provided with several the 3rd rhones, be embedded with some bars of the 3rd gutters of cross direction profiles in described roadbed, be connected by the 3rd tube connector between each 3rd rhone with corresponding 3rd gutter.
Be provided with greenbelt outside described vertical curb, be embedded in the first row water pipe under greenbelt, second row water pipe or the 3rd gutter and be provided with hole for water spraying.This design makes the draining in gutter can be moistening to soil conservation bottom greenbelt, thus provides sufficient water source for root system of plant, is conducive to the recycling of draining.
The ground level of described greenbelt is lower than pavement-height, and described vertical curb sidewall is provided with the spout hole of horizontally set.The sinking design on greenbelt ground, is conducive to greenbelt implants root system to the absorption of underground moisture; The design of spout hole, can make once ponding meets or exceeds spout hole place height inside vertical curb, ponding can be discharged to greenbelt from spout hole, improves the drainability of road further, thus alleviates the degree of road waterlogging.
Several first row tanks described, second row tank and the 3rd rhone are equipped with drainage cover plate.This design not only can play a role in filtering to entering ponding in rhone, avoid foreign material to enter rhone and gutter to result in blockage and affect road drainage, but also be convenient to the distribution setting of rhone on road surface, even if make rhone be arranged on the white wire of lane line, also by carrying out brushing white wire to drainage cover plate to supplement, thus the setting of lane line on road surface and the visual effect on road surface thereof can not can also be affected; As preferably, several first row tanks on lane line are arranged between adjacent two sections of white wires of lane line dotted line.
Several first row tanks described, second row tank and the 3rd rhone are spaced apart respectively on road surface is longitudinal.
Several first row tanks described, second row tank and the 3rd rhone are distribute side by side on road surface.
Several first row tanks described, second row tank and the 3rd rhone be the distribution in mutual dislocation on road surface.
Described some bars of the 3rd gutters, first row water pipe and second row water pipes are distribute from top to down on road cross section.
Described some bars of first row water pipes, second row water pipe and the 3rd gutter are by metal material moulding.This design makes the gutter be embedded in roadbed not only can use as draining, and gutter can also strengthen the intensity of road by metal material moulding.
The present invention adopts above technical scheme, at lane line, roadway center line side and vertical curb clear width arrange several rhones, the position less at those vehicle flowrates arranges rhone, the traveling of vehicle and the application life of rhone can not be had influence on, road surface can also be made to be fully utilized, and rainwater is pooled in rhone in time, then to be communicated with the gutter be embedded in roadbed by tube connector and to carry out draining, gutter can be connected in municipal underdrainage passage, also can suit measures to local conditions directly to be discharged to the steep cliff of road both sides, terraced fields, in gutter or catch pit, meanwhile, the rhone of on lane line and roadway center line side, except improving except drainability, also can play anti-skidding, to slow down jogging effect, be conducive to improving the safety travelled.The present invention is reasonable in design, and structure is simple, and drainage effect is good, substantially increases the safety of vehicle and pedestrian.
Accompanying drawing explanation
Now the present invention is further elaborated by reference to the accompanying drawings:
Fig. 1 is road drainage system embodiment 1 structural representation of the present invention;
Fig. 2 is the A-A direction cross-sectional schematic in Fig. 1;
Fig. 3 is road drainage system embodiment 2 structural representation of the present invention;
Fig. 4 is the B-B direction cross-sectional schematic in Fig. 3.
Detailed description of the invention
As shown in one of Fig. 1-4, the present invention includes road surface 1 and roadbed 2, described road surface 1 is provided with travel in the same way two with up-run lane 11, lane line 12 is provided with between adjacent two runways 11 travelled in the same way, described lane line 12 is provided with several first row tanks 31, be embedded with some first row water pipes 41 of cross direction profiles in described roadbed 2, be connected by the first tube connector 51 between each first row tank 31 with corresponding first row water pipe 41.
Described road surface 1 is provided with four runways 11 of two way, roadway center line 13 is provided with between adjacent two runways 11 travelled in opposite directions, described roadway center line 13 at least side is provided with several second row tanks 32, be embedded with some second row water pipes 42 of cross direction profiles in described roadbed 2, be connected by the second tube connector 52 between each second row tank 32 with corresponding second row water pipe 42.
Both sides, described road surface 1 are respectively equipped with vertical curb 14, road surface 1 inside described vertical curb 14 is provided with several the 3rd rhones 33, be embedded with some bars of the 3rd gutters 43 of cross direction profiles in described roadbed 2, be connected by the 3rd tube connector 53 between each 3rd rhone 33 with corresponding 3rd gutter 43.
Be provided with greenbelt 6 outside described vertical curb 14, be embedded in the first row water pipe 41 under greenbelt 6, second row water pipe 42 or the 3rd gutter 43 and be provided with hole for water spraying 7.This design makes the draining in gutter can be moistening to soil conservation bottom greenbelt 6, thus provides sufficient water source for root system of plant, is conducive to the recycling of draining.
The ground level of described greenbelt 6 is lower than road surface 1 height, and described vertical curb 14 sidewall is provided with the spout hole 141 of horizontally set.The sinking design on greenbelt 6 ground, is conducive to greenbelt 6 implants root system to the absorption of underground moisture; The design of spout hole 141, can make once ponding meets or exceeds spout hole 141 place height inside vertical curb 14, ponding can be discharged to greenbelt 6 from spout hole 141, improves the drainability of road further, thus alleviates the degree of road waterlogging.
Several first row tanks 31 described, second row tank 32 and the 3rd rhone 33 are equipped with drainage cover plate 8.This design not only can play a role in filtering to entering ponding in rhone, avoid foreign material to enter rhone and gutter to result in blockage and affect road drainage, but also be convenient to the distribution setting of rhone on road surface 1, even if make rhone be arranged on the white wire of lane line 12, also by carrying out brushing white wire to drainage cover plate 8 to supplement, thus the setting of lane line 12 on road surface 1 and the visual effect on road surface 1 thereof can not can also be affected; As preferably, several first row tanks on lane line 12 are arranged between adjacent two sections of white wires of lane line 12 dotted line.
Several first row tanks 31 described, second row tank 32 and the 3rd rhone 33 are spaced apart respectively on road surface 1 is longitudinal.
Described some bars of first row water pipes 41, second row water pipe 42 and the 3rd draining 43 pipe are by metal material moulding.This design makes the gutter be embedded in roadbed 2 not only can use as draining, and gutter can also strengthen the intensity of road by metal material moulding.
Embodiment 1: as shown in Figure 1, several first row tanks 31 described, second row tank 32 and the 3rd rhone 33 on road surface 1 in distributing side by side.
As shown in Figure 2, the first row water pipe 41 on same road cross section, second row water pipe 42 and the 3rd gutter 43 totally gutter.This design makes the first row water pipe 41 of same cross section on road, second row water pipe 42 and the 3rd gutter 43 carry out draining by same gutter, thus reduces the quantity of gutter under roadbed, reduces cost; Meanwhile, also can make the distribution on road of rhone, gutter more intuitively, more regular.
Embodiment 2: as shown in Figure 3, several first row tanks 31 described, second row tank 32 and the 3rd rhone 33 be the distribution in mutual dislocation on road surface 1.
As shown in Figure 4, described some bars of the 3rd gutters 43, first row water pipe 41 and second row water pipes 42 are distribute from top to down on road cross section.This design is convenient to the rainwater in rhone each on road surface to carry out draining respectively by being embedded in connected each gutter in roadbed, gutter one end is connected with rhone, the gutter other end freely can be arranged on the either side of road according to actual conditions, thus makes the distribution of rhone, gutter freer, more diversified.
The present invention can according to the dewatering needs in each section of road, adopt above technical scheme, at lane line 12, roadway center line 13 side and vertical curb 14 clear width arrange several rhones, the position less at those vehicle flowrates arranges rhone, the traveling of vehicle and the application life of rhone can not be had influence on, road surface can also be made to be fully utilized, and rainwater is pooled in rhone in time, then to be communicated with the gutter be embedded in roadbed by tube connector and to carry out draining, gutter can be connected in municipal underdrainage passage, also can suit measures to local conditions directly to be discharged to the steep cliff of road both sides, terraced fields, in gutter or catch pit, meanwhile, on lane line 12 and the rhone of roadway center line 13 side, except improving except drainability, also can play anti-skidding, to slow down jogging effect, be conducive to improving the safety travelled.
More than describe and should not have any restriction to protection scope of the present invention.
Claims (10)
1. a road drainage system, comprise road surface and roadbed, described road surface is provided with travel in the same way two with up-run lane, lane line is provided with between adjacent two runways travelled in the same way, it is characterized in that: described lane line is provided with several first row tanks, be embedded with some first row water pipes of cross direction profiles in described roadbed, be connected by the first tube connector between each first row tank with corresponding first row water pipe.
2. a kind of road drainage system according to claim 1, it is characterized in that: described road surface is provided with four runways of two way, roadway center line is provided with between adjacent two runways travelled in opposite directions, described roadway center line at least side is provided with several second row tanks, be embedded with some second row water pipes of cross direction profiles in described roadbed, be connected by the second tube connector between each second row tank with corresponding second row water pipe.
3. a kind of road drainage system according to claim 2, it is characterized in that: both sides, described road surface are respectively equipped with vertical curb, road surface inside described vertical curb is provided with several the 3rd rhones, be embedded with some bars of the 3rd gutters of cross direction profiles in described roadbed, be connected by the 3rd tube connector between each 3rd rhone with corresponding 3rd gutter.
4. a kind of road drainage system according to claim 3, is characterized in that: be provided with greenbelt outside described vertical curb, is embedded in the first row water pipe under greenbelt, second row water pipe or the 3rd gutter and is provided with hole for water spraying.
5. a kind of road drainage system according to claim 4, is characterized in that: the ground level of described greenbelt is lower than pavement-height, and described vertical curb sidewall is provided with the spout hole of horizontally set.
6. a kind of road drainage system according to claim 3, is characterized in that: several first row tanks described, second row tank and the 3rd rhone are equipped with drainage cover plate.
7. a kind of road drainage system according to claim 3, is characterized in that: several first row tanks described, second row tank and the 3rd rhone are spaced apart respectively on road surface is longitudinal.
8. a kind of road drainage system according to claim 7, is characterized in that: several first row tanks described, second row tank and the 3rd rhone are distribute side by side on road surface.
9. a kind of road drainage system according to claim 7, is characterized in that: several first row tanks described, second row tank and the 3rd rhone be the distribution in mutual dislocation on road surface.
10. a kind of road drainage system according to claim 9, is characterized in that: described some bars of the 3rd gutters, first row water pipe and second row water pipes are distribute from top to down on road cross section.
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CN201510546937.3A CN105040537A (en) | 2015-08-31 | 2015-08-31 | Road drainage system |
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CN201510546937.3A CN105040537A (en) | 2015-08-31 | 2015-08-31 | Road drainage system |
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CN201510546937.3A Pending CN105040537A (en) | 2015-08-31 | 2015-08-31 | Road drainage system |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106702849A (en) * | 2016-12-22 | 2017-05-24 | 江苏省科佳工程设计有限公司 | Ecological side drain |
CN107938463A (en) * | 2017-12-22 | 2018-04-20 | 中交公局海威工程建设有限公司 | A kind of road seepage-proof structure and tunnel road surface infiltration Treatment Methods |
CN109006028A (en) * | 2018-08-03 | 2018-12-18 | 深圳市南硕明泰科技有限公司 | A kind of sponge urban afforestation landscape road of modular organization |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4135693A1 (en) * | 1991-10-25 | 1993-04-29 | Werner Pfeifer | Road traffic routing system - consists of partially ring-shaped traffic lanes, so that drivers do not change lanes, when driving out of system |
JP2001234506A (en) * | 2000-02-24 | 2001-08-31 | Goto Concrete Kk | Paved road with drain |
CN1504617A (en) * | 2002-11-28 | 2004-06-16 | 佩 王 | Sectional passage and town pavement subdrainage construction method using the passage |
CN201068550Y (en) * | 2007-02-13 | 2008-06-04 | 梁耀德 | Road drainage structure |
CN201080651Y (en) * | 2007-09-17 | 2008-07-02 | 覃佩文 | Road drainage port |
CN101869045A (en) * | 2010-06-01 | 2010-10-27 | 中国农业科学院农田灌溉研究所 | Automatic rain-collecting water supply system for road greenbelts |
CN204238330U (en) * | 2014-11-25 | 2015-04-01 | 中核华泰建设有限公司 | A kind of novel town road discharge structure |
CN204959525U (en) * | 2015-08-31 | 2016-01-13 | 上杭县创星环境技术开发有限公司 | Road drainage system |
-
2015
- 2015-08-31 CN CN201510546937.3A patent/CN105040537A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4135693A1 (en) * | 1991-10-25 | 1993-04-29 | Werner Pfeifer | Road traffic routing system - consists of partially ring-shaped traffic lanes, so that drivers do not change lanes, when driving out of system |
JP2001234506A (en) * | 2000-02-24 | 2001-08-31 | Goto Concrete Kk | Paved road with drain |
CN1504617A (en) * | 2002-11-28 | 2004-06-16 | 佩 王 | Sectional passage and town pavement subdrainage construction method using the passage |
CN201068550Y (en) * | 2007-02-13 | 2008-06-04 | 梁耀德 | Road drainage structure |
CN201080651Y (en) * | 2007-09-17 | 2008-07-02 | 覃佩文 | Road drainage port |
CN101869045A (en) * | 2010-06-01 | 2010-10-27 | 中国农业科学院农田灌溉研究所 | Automatic rain-collecting water supply system for road greenbelts |
CN204238330U (en) * | 2014-11-25 | 2015-04-01 | 中核华泰建设有限公司 | A kind of novel town road discharge structure |
CN204959525U (en) * | 2015-08-31 | 2016-01-13 | 上杭县创星环境技术开发有限公司 | Road drainage system |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106702849A (en) * | 2016-12-22 | 2017-05-24 | 江苏省科佳工程设计有限公司 | Ecological side drain |
CN107938463A (en) * | 2017-12-22 | 2018-04-20 | 中交公局海威工程建设有限公司 | A kind of road seepage-proof structure and tunnel road surface infiltration Treatment Methods |
CN109006028A (en) * | 2018-08-03 | 2018-12-18 | 深圳市南硕明泰科技有限公司 | A kind of sponge urban afforestation landscape road of modular organization |
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