CN210481936U - Road surface structure of making an uproar falls in drainage - Google Patents

Road surface structure of making an uproar falls in drainage Download PDF

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Publication number
CN210481936U
CN210481936U CN201920499102.0U CN201920499102U CN210481936U CN 210481936 U CN210481936 U CN 210481936U CN 201920499102 U CN201920499102 U CN 201920499102U CN 210481936 U CN210481936 U CN 210481936U
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China
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layer
drainage
thickness
road surface
noise
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CN201920499102.0U
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Chinese (zh)
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黄励维
何智权
张金海
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Guangdong Henrida Environmental Protection Technology Co ltd
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Guangdong Henrida Environmental Protection Technology Co ltd
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Abstract

The utility model provides a road surface structure of making an uproar falls in drainage, include: the protective layer that forms by emulsified asphalt slurry mixture, the embedding has the drainage structure layer between the protective layer, be provided with the infiltration groove on the drainage structure layer, the infiltration groove is connected with water drainage tank, drainage structure layer below is provided with the felt layer that thickness is 5 ~ 20cm, felt layer below is provided with the cement layer, and water layer below is provided with the lime layer, the utility model provides a road surface structure of making an uproar falls in drainage has can effectively reduce road surface noise, anti cracking performance is good, can effectively improve the noise environment, has the advantage of drainage function again, and the noise that produces the car way of crossing is effectual to having fallen to minimumly, can be effectual moreover discharge the ponding on road surface, has not only reduced the noise, has more improved the security, consequently has very big use value and social value.

Description

Road surface structure of making an uproar falls in drainage
Technical Field
The utility model relates to a technical field is handled in the road surface design, especially relates to a road surface structure of making an uproar falls in drainage.
Background
Research shows that on a dry road surface, when the driving speed of an automobile reaches 70km/h, the noise of a truck tire becomes the main noise source of the automobile, and for a car and a light truck, when the speed is higher than 45-55 km/h, the noise of the tire becomes the main factor; on a wet road surface, even if the vehicle speed is slow, tire noise becomes the most dominant noise source over other noises. The faster the vehicle speed and the greater the load, the higher the energy level of the tire noise and the greater the proportion of the tire noise in the vehicle running noise. Tire noise is noise generated by tire-road interaction of a running vehicle, tire-air interaction and tire deformation, noise pollution constitutes harm to people, animals, instruments and buildings, the harm degree of the noise mainly depends on the frequency, intensity and exposure time of the noise, the reason and mechanism of tire noise generation are complex, and although factors generating noise excitation sources are numerous, all tire/road noise is caused by tire-road contact, tire deformation and tire-air interaction. At present, in order to reduce the influence of noise on people, people are focused on how to reduce the noise generated on the road surface.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to the not enough of above-mentioned prior art and provide a road surface structure of making an uproar falls in drainage that effectively reduces road surface noise, improves noise environment, has drainage function again.
The utility model discloses a solve the technical scheme that above-mentioned problem adopted and do:
the utility model provides a road surface structure of making an uproar falls in drainage, include: the protective layer that forms by emulsified asphalt slurry mixture, the embedding has the drainage structure layer between the protective layer, be provided with the infiltration groove on the drainage structure layer, the infiltration groove is connected with the water drainage tank, drainage structure layer below is provided with the felt layer that thickness is 5 ~ 20cm, felt layer below is provided with the cement layer, and water layer below is provided with the lime layer, lime layer below is provided with the cinder layer that thickness is 80 ~ 200cm, and the void fraction is 5 ~ 10%, cinder layer below is the gravel layer, gravel layer below is equipped with the metalling, the metalling below sets up to the loam layer, be provided with the tie coat between protective layer, drainage structure layer, felt layer, cement layer, lime layer and the cinder layer.
In a further pair, the thickness of the protective layer is 1-3 cm, and the protective layer is a mixed material layer formed by steel slag, rubber powder and hot-mix asphalt.
Further, the drainage structure layer is brick blocks or cement, the diameter of the cross section of the water seepage groove is 5-20 cm, and the diameter of the cross section of the water drainage groove is 10-50 cm.
Furthermore, the thickness of the cement layer is 5-50 cm.
Further, the thickness of the lime layer is 5-80 m.
In a further aspect, the gravel layer has a thickness of 100-500 cm and a porosity of 10-20%.
In a further pair, the thickness of the crushed stone layer is 200-500 cm, and the void ratio is 15-30%.
Further, the gravel layer is 10-500 cm in thickness, and the void ratio is 10-20%.
The beneficial effects of the utility model reside in that:
the utility model provides a road surface structure of making an uproar falls in drainage has can effectively reduce road surface noise, anti-cracking performance is good, can effectively improve the noise environment, has the advantage of drainage function again, and it is minimum to pass the noise that the car produced, can effectually discharge the ponding on road surface in addition, has not only reduced the noise, has more improved the security, consequently has very big use value and social value.
Drawings
Fig. 1 is the utility model discloses a drainage road surface structure of making an uproar that falls's structure schematic diagram.
Detailed Description
The following embodiments of the present invention are specifically explained with reference to the accompanying drawings, which are used for reference and illustration only and do not limit the scope of the present invention.
As shown in fig. 1, the utility model provides a road surface structure of making an uproar falls in drainage, include: protective layer 1 by the formation of emulsified asphalt slurry mixture, the embedding has drainage structure layer 2 between protective layer 1, be provided with infiltration groove 3 on the drainage structure layer 2, infiltration groove 3 is connected with water drainage tank 4, drainage structure layer 2 below is provided with the felt layer 5 that thickness is 5 ~ 20cm, felt layer 5 below is provided with cement layer 6, the water layer below is provided with lime layer 7, lime layer 7 below is provided with thickness and is 80 ~ 200cm, and the void fraction is 5 ~ 10% cinder layer 8, cinder layer 8 below is gravel layer 9, gravel layer 9 below is equipped with gravel layer 10, gravel layer 10 below sets up to loam layer 11, be provided with the tie coat (not drawn in the picture) between protective layer 1, drainage structure layer 2, felt layer 5, cement layer 6, lime layer 7 and the cinder layer 8.
In the embodiment, the thickness of the protective layer 1 is 1-3 cm, and the protective layer 1 is a mixed material layer formed by steel slag, rubber powder and hot-mix asphalt.
In this embodiment, the drainage structure layer 2 is fragment of brick or cement, the diameter of the cross section of the infiltration tank 3 is 5-20 cm, and the diameter of the cross section of the drainage tank 4 is 10-50 cm.
In the embodiment, the thickness of the cement layer 6 is 5-50 cm.
In the embodiment, the thickness of the lime layer 7 is 5-80 m.
In this embodiment, the gravel layer 9 has a thickness of 100 to 500cm and a porosity of 10 to 20%.
In this embodiment, the thickness of the crushed stone layer 10 is 200-500 cm, and the void ratio is 15-30%.
In this embodiment, the gravel layer 9 has a thickness of 10 to 500cm and a porosity of 10 to 20%.
The utility model provides a road surface structure of making an uproar falls in drainage has can effectively reduce road surface noise, anti-cracking performance is good, can effectively improve the noise environment, has the advantage of drainage function again, and it is minimum to pass the noise that the car produced, can effectually discharge the ponding on road surface in addition, has not only reduced the noise, has more improved the security, consequently has very big use value and social value.
The above embodiments are preferred embodiments of the present invention, but the embodiments of the present invention are not limited to the above embodiments, and any other changes, modifications, substitutions, combinations, and simplifications which do not depart from the spirit and principle of the present invention should be equivalent replacement modes, and all are included in the scope of the present invention.

Claims (8)

1. A drainage noise reduction road surface structure, comprising: the protective layer that forms by emulsified asphalt slurry mixture, the embedding has the drainage structure layer between the protective layer, be provided with the infiltration groove on the drainage structure layer, the infiltration groove is connected with the water drainage tank, drainage structure layer below is provided with the felt layer that thickness is 5 ~ 20cm, felt layer below is provided with the cement layer, and water layer below is provided with the lime layer, lime layer below is provided with the cinder layer that thickness is 80 ~ 200cm, and the void fraction is 5 ~ 10%, cinder layer below is the gravel layer, gravel layer below is equipped with the metalling, the metalling below sets up to the loam layer, be provided with the tie coat between protective layer, drainage structure layer, felt layer, cement layer, lime layer and the cinder layer.
2. The drainage noise reduction pavement structure of claim 1, wherein: the thickness of the protective layer is 1-3 cm, and the protective layer is a mixed material layer formed by steel slag, rubber powder and hot-mix asphalt.
3. The drainage noise reduction pavement structure of claim 1, wherein: the drainage structure layer is made of bricks or cement, the diameter of the cross section of the water seepage groove is 5-20 cm, and the diameter of the cross section of the drainage groove is 10-50 cm.
4. The drainage noise reduction pavement structure of claim 1, wherein: the thickness of the cement layer is 5-50 cm.
5. A water drainage and noise reduction road surface structure according to claim 1, characterized in that: the thickness of the lime layer is 5-80 m.
6. The drainage noise reduction pavement structure of claim 1, wherein: the thickness of the gravel layer is 100-500 cm, and the porosity is 10-20%.
7. The drainage noise reduction pavement structure of claim 1, wherein: the thickness of the crushed stone layer is 200-500 cm, and the void ratio is 15-30%.
8. The drainage noise reduction pavement structure of claim 1, wherein: the thickness of the gravel layer is 10-500 cm, and the porosity is 10-20%.
CN201920499102.0U 2019-04-15 2019-04-15 Road surface structure of making an uproar falls in drainage Active CN210481936U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920499102.0U CN210481936U (en) 2019-04-15 2019-04-15 Road surface structure of making an uproar falls in drainage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920499102.0U CN210481936U (en) 2019-04-15 2019-04-15 Road surface structure of making an uproar falls in drainage

Publications (1)

Publication Number Publication Date
CN210481936U true CN210481936U (en) 2020-05-08

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CN201920499102.0U Active CN210481936U (en) 2019-04-15 2019-04-15 Road surface structure of making an uproar falls in drainage

Country Status (1)

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CN (1) CN210481936U (en)

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