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Fiber-reinforced rubber asphalt stress absorbing layer and construction method thereof

A stress-absorbing layer, rubber asphalt technology, applied to the coagulation pavement, roads, roads and other directions laid on site, can solve the problems of oil flooding of the rubber asphalt asphalt surface, affecting the performance of the pavement, shortening the service life of the pavement, etc. The effect of preventing reflection cracks, prolonging service life, and improving crack resistance

Active Publication Date: 2012-02-15
广州大象超薄路面技术开发有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In actual engineering, it often occurs that the rubber asphalt stress-absorbing layer and the underlying layer (semi-rigid base or cement concrete pavement) are not firmly bonded; at the same time, it is easy to cause the rubber asphalt to "move up" or even the asphalt surface layer to "spread oil". Phenomena, resulting in many diseases such as shifting, wrapping and rutting of the asphalt surface layer, which seriously affects the performance of the pavement and shortens the service life of the pavement

Method used

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  • Fiber-reinforced rubber asphalt stress absorbing layer and construction method thereof
  • Fiber-reinforced rubber asphalt stress absorbing layer and construction method thereof

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Embodiment 1

[0024] In a highway pavement reconstruction project, the fiber-reinforced rubber asphalt stress absorbing layer of the present invention was implemented on the cement concrete pavement. The pavement structure is from bottom to top: cement concrete pavement, fiber-reinforced rubber asphalt stress absorbing layer of the present invention, and asphalt surface layer.

[0025] (1) Material formula

[0026] per 1m 2 The fiber-reinforced rubber asphalt stress-absorbing layer consists of 1.0kg of SBS modified emulsified asphalt, 150g of glass fiber, 1.5kg of rubber asphalt, and 10kg of gravel.

[0027] The on-site processed SBS modified emulsified asphalt is used, and its technical performance complies with "Technical Specifications for Highway Asphalt Pavement Construction" (JTG F40-2004) "Table 4.7.1-2 Technical Requirements for Modified Emulsified Asphalt".

[0028] As the glass fiber, roving type glass fiber was used, the tex number (Tex) was 2000g / km, and the fiber length was 3...

Embodiment 2

[0037] The fiber-reinforced rubber asphalt stress-absorbing layer of the present invention is implemented on the cement-stabilized base of a new expressway. The pavement structure is from bottom to top: cement stabilized base layer, fiber-reinforced rubber asphalt stress absorbing layer of the present invention, and asphalt surface layer.

[0038] (1) Material formula

[0039] per 1m 2 The fiber-reinforced rubber asphalt stress-absorbing layer consists of 0.5kg of SBS modified emulsified asphalt, 100g of glass fiber, 2.0kg of rubber asphalt, and 16kg of gravel.

[0040] The SBS modified emulsified asphalt produced by Shanghai Pudong Road and Bridge Asphalt Material Co., Ltd. is used, and its technical performance conforms to "Technical Specifications for Construction of Highway Asphalt Pavement" (JTG F40-2004) "Table 4.7.1-2 Technical Requirements for Modified Emulsified Asphalt".

[0041] As the glass fiber, roving type glass fiber was used, the tex number (Tex) was 2300g / k...

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Abstract

The invention provides a fiber-reinforced rubber asphalt stress absorbing layer and a construction method thereof. The fiber-reinforced rubber asphalt stress absorbing layer per square meter comprises the following components: 0.2-1.0 kg of SBS (styrene butadiene styrene) modified emulsified asphalt, 70-150 g of glass fibers, 1.5-3.0 kg of rubber asphalt and 10-20 kg of broken stones. The construction method comprises the following steps of: spraying an SBS modified emulsified asphalt layer and spreading the glass fibers sequentially on the clean and dry surface of a lower supporting layer; after the SBS modified emulsified asphalt breaks emulsion, spraying the rubber asphalt and spreading the broken stones; and finally, rolling a road surface, and controlling the time from the spraying of the rubber asphalt to the completion of the rolling within 10-20 minutes. The rubber asphalt stress absorbing layer prepared by the invention is firmly adhered to the lower supporting layer, can prevent the oil bleeding phenomenon of an asphalt surface layer and the generation of the reflection crack of the asphalt surface layer, improves the anti-cracking performance of the rubber asphalt stress absorbing layer, and prolongs the service life of the road surface.

Description

technical field [0001] The invention relates to a formula of road pavement materials and a manufacturing method thereof, in particular to a fiber-reinforced rubber asphalt stress-absorbing layer and a construction method thereof. Background technique [0002] The existing rubber asphalt stress absorbing layer is a rubber asphalt layer with high deformation capacity that is paved between the semi-rigid base and the asphalt pavement or between the cement concrete pavement and the asphalt pavement. It is mainly used to relieve the stress concentration in the cracks. Prevents reflective cracks from forming in asphalt pavements. [0003] In actual engineering, it often occurs that the rubber asphalt stress-absorbing layer and the underlying layer (semi-rigid base or cement concrete pavement) are not firmly bonded; at the same time, it is easy to cause the rubber asphalt to "move up" or even the asphalt surface layer to "spread oil". Phenomena, resulting in many diseases such as ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C7/24E01C7/26
Inventor 葛折圣
Owner 广州大象超薄路面技术开发有限公司
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