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Active snow melting and deicing pavement structure and paving process thereof

A kind of pavement structure and active technology, which is applied to the coagulation pavement, roads, roads and other directions paved on site, can solve the problems of insufficient road compaction, performance degradation, maintenance and repair difficulties, etc., to reduce the temperature and slow down the rutting deformation. , the effect of saving resources

Pending Publication Date: 2020-04-07
CHANGAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the current active snow-melting and ice-melting methods still have some shortcomings, mainly as follows: in the self-stress elastic pavement snow-melting and ice-melting technology, the road compaction is insufficient, and there are durability problems; With the extension of time, the ice capacity has a certain attenuation in its performance; the energy conversion snow melting and ice melting technology is difficult to maintain and repair

Method used

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  • Active snow melting and deicing pavement structure and paving process thereof
  • Active snow melting and deicing pavement structure and paving process thereof
  • Active snow melting and deicing pavement structure and paving process thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0104] The thickness of the plastic base is 20cm, the thickness of the steel plate is 0.5cm, the bonding material of the bonding layer is polyurethane or epoxy resin, the heating cable is arranged under the steel plate in an S shape, and the distance between two adjacent cables is 10cm, and the heat-conducting metal is made of aluminum Or copper products, adopt 90° bending, one end is buried between two heating cables, one end is buried in the roadbed 100cm, the surface layer of large void asphalt mixture is 6cm thick, and the large void asphalt mixture adopts asphalt whose dynamic viscosity is greater than 60℃ 20 000 Pa·s high-viscosity modified asphalt, and the high-viscosity modified asphalt is mixed with graphite powder with a volume fraction of 8% of asphalt for secondary modification, and a pair of temperature sensors are laid every 2cm, buried at 2cm below the asphalt surface layer , the temperature collector is used to collect and store temperature sensor data, and the ...

Embodiment 2

[0108] The thickness of the plastic base is 25cm, the thickness of the steel plate is 1.0cm, the bonding material of the bonding layer is polyurethane or epoxy resin, the heating cable is arranged under the steel plate in an S shape, and the distance between two adjacent cables is 15cm, and the heat conducting metal is made of aluminum Or copper products, using 90° bending, one end is buried between two heating cables, and the other end is buried in the roadbed 200cm, the surface layer of large void asphalt mixture is 8cm thick, and the large void asphalt mixture adopts asphalt whose dynamic viscosity is greater than 60°C 20 000 Pa·s high-viscosity modified asphalt, and the high-viscosity modified asphalt is mixed with graphite powder with a volume fraction of 10% of the asphalt for secondary modification. A pair of temperature sensors are laid every 3 cm and buried 3 cm below the asphalt surface layer , the temperature collector is used to collect and store temperature sensor ...

Embodiment 3

[0112] The thickness of the plastic base is 22cm, the thickness of the steel plate is 0.5cm, the bonding material of the bonding layer is polyurethane or epoxy resin, the heating cable is arranged under the steel plate in an S shape, and the distance between two adjacent cables is 9cm, and the heat-conducting metal is made of aluminum Or copper products, adopt 90° bending, one end is buried between two heating cables, and the other end is buried in the roadbed 150cm, the surface layer of large void asphalt mixture is 6cm thick, and the large void asphalt mixture adopts asphalt whose dynamic viscosity is greater than 60°C 20 000 Pa·s high-viscosity modified asphalt, and the high-viscosity modified asphalt is mixed with graphite powder with a volume fraction of 8% of the asphalt for secondary modification, and a pair of temperature sensors are laid every 3 cm, buried 3 cm below the asphalt surface layer , the temperature collector is used to collect and store temperature sensor d...

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Abstract

The invention discloses an active snow melting and deicing pavement structure comprising a roadbed, a plastic base layer is laid on the roadbed, a steel plate layer is laid on the plastic base layer,and an asphalt mixture surface layer is laid on the steel plate layer; a heating cable and heat-conducting metal are arranged between the plastic base layer and the steel plate layer, one end of the heat-conducting metal is located between the plastic base layer and the steel plate layer, and the other end extends into the roadbed; a temperature sensor is buried in the bituminous mixture surface layer and used for collecting the temperature of the bituminous mixture surface layer and sending the collected temperature to a controller, and the controller is used for comparing the temperature ofthe bituminous mixture surface layer with a preset freezing point temperature threshold value and controlling whether the heating cable is put into work or not according to the comparison result. Snowand ice on the road surface can be rapidly removed, road smoothness and driving safety are guaranteed in time, a large number of manpower and material resources are saved, the road performance and durability are good, the structure is reasonable, and durability is achieved.

Description

technical field [0001] The invention belongs to the technical field of road engineering pavement pavement, and in particular relates to an active snow-melting and deicing pavement structure and a paving process thereof. Background technique [0002] In the early spring and winter, the roads in northern my country have very common snow and ice phenomenon, and the roads in most southern regions also frequently experience ice condensation. Document 1 (Shen Chaoping, Lv Jianliang, Ma Guoqing, etc. Preliminary study on maintenance technology [J]. Highway Traffic Science and Technology, 2008, 25 (4): 239-242.) The research shows that the adhesion coefficient of the road surface is reduced by 60%-75% due to the existence of snow icing and icing, which leads to vehicle damage. The stability of braking and steering operation is significantly worse. In this case, road vehicles will often have brake failure, direction loss of control, skidding, deviation, etc., which are unfavorable to n...

Claims

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Application Information

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IPC IPC(8): E01C7/18E01C11/26
CPCE01C7/18E01C11/265
Inventor 蒋玮袁东东沙爱民肖晶晶卢灏童峥韩振强单金焕王文通曹阳森吴旺杰
Owner CHANGAN UNIV
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