Fine surface processing method for single-layer paved bituminous pavement

A single-layer pavement, asphalt pavement technology, applied in the direction of on-site coagulation pavement, roads, roads, etc., can solve the problems of decreased skid resistance, pavement aging, looseness, etc., to improve adhesion and resistance. The effect of slipping ability and improving the overall hardness

Inactive Publication Date: 2016-01-20
CHONGQING SINCERE BOND PAVEMENT MATERIALS
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] In order to solve the problems of asphalt pavement, such as the decrease of anti-skid ability, pavement aging, pockmarked surface, looseness, cracking, water seepage, polishing, etc. after many years of use, and

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Example Embodiment

[0020] Example 1:

[0021] The AC-13 pavement is selected, and the original pavement detection conditions are that the structure depth is 0.5mm, the friction pendulum value is 45BPN, and the water seepage coefficient is 47mL / min.

[0022] Under the temperature condition of 30°C, mix the components of the epoxy asphalt bonding material according to the requirements, and then spray them evenly on the asphalt pavement with a certain pressure. The amount of sand sprinkled is controlled at 0.1kg / ㎡, and a waterproof and anti-skid protective layer is formed through a 2-hour curing reaction. The fine sand is carborundum, the specification is 30-50 mesh, produced in Henan.

[0023] According to the detection method stipulated in JTGE60-2008 roadbed and pavement field test regulations, the construction depth is 0.54mm, the friction pendulum value is 62BPN, and the water permeability coefficient is 0mL / min.

Example Embodiment

[0024] Example 2:

[0025] The AC-13 pavement is selected, and the original pavement detection conditions are that the structure depth is 0.5mm, the friction pendulum value is 45BPN, and the water seepage coefficient is 47mL / min.

[0026] Under the temperature condition of 30°C, mix the components of the epoxy asphalt bonding material according to the requirements, and then spray them evenly on the asphalt pavement with a certain pressure. The amount of sand sprinkled is controlled at 0.2kg / ㎡, and a waterproof and anti-skid protective layer is formed through a 2-hour curing reaction. The fine sand is carborundum, the specification is 30-50 mesh, produced in Henan.

[0027] According to the detection method stipulated in JTGE60-2008 on-site test procedure for highway subgrade and pavement, the construction depth is 0.56mm, the friction pendulum value is 65BPN, and the water permeability coefficient is 0mL / min.

Example Embodiment

[0028] Example 3:

[0029] The AC-13 pavement is selected, and the original pavement detection conditions are that the structure depth is 0.5mm, the friction pendulum value is 45BPN, and the water seepage coefficient is 47mL / min.

[0030] Under the temperature condition of 30°C, mix the components of the epoxy asphalt bonding material according to the requirements, and then spray them evenly on the asphalt pavement with a certain pressure. The amount of sand sprinkled is controlled at 0.5kg / ㎡, and a waterproof and anti-skid protective layer is formed through a 2-hour curing reaction. The fine sand is carborundum, the specification is 30-50 mesh, produced in Henan.

[0031] According to the detection method stipulated in JTGE60-2008 on-site test procedure for highway subgrade and pavement, the construction depth is 0.62mm, the friction pendulum value is 65BPN, and the water permeability coefficient is 0mL / min.

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PUM

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Abstract

The invention discloses a fine surface processing method for a single-layer paved bituminous pavement, belonging to the related field of maintenance and repairing of bituminous pavements. The processing method comprises the steps of uniformly mixing all components of epoxy bitumen binding materials, uniformly spraying the mixed components to the bituminous pavement according to a certain pressure, and uniformly scattering a layer of fine sand synchronously to form a waterproof anti-skidding protection layer. According to the method, the old bituminous pavement can be repaired rapidly, and the anti-skidding capability and pavement appearance can be improved.

Description

technical field [0001] The invention relates to the related fields of asphalt pavement maintenance and repair, in particular to a fine surface treatment method for single-layer asphalt pavement. Background technique [0002] As a seamless continuous pavement, asphalt pavement is widely used in high-grade highway construction because of its smooth surface, comfortable driving, wear resistance, low noise, short construction period, and convenient maintenance. [0003] Due to various reasons such as the complexity and variability of asphalt pavement engineering itself, structural design and construction quality control, coupled with factors such as increasing traffic volume, channelization of vehicles, aggravation of overloaded transportation and water damage, asphalt Early damage such as cracks, ruts, loose surfaces, potholes, etc. appear on the road surface (or bridge deck pavement layer) in varying degrees, which seriously reduces the performance of the road surface (or brid...

Claims

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Application Information

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IPC IPC(8): E01C7/35
Inventor 吴祥燕刘帮银
Owner CHONGQING SINCERE BOND PAVEMENT MATERIALS
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