Grout injection type waterproof high-viscoelasticity modified asphalt pavement mixture and preparation method thereof

A technology of asphalt mixture and modified asphalt, which is applied in the field of pavement mixture, can solve the problems of large voids, poor performance, and difficult maintenance of asphalt mixture, and achieve smooth and rough pavement surface, excellent high-temperature stability, and anti-fatigue powerful effect

Pending Publication Date: 2017-04-26
SINOHYDRO BUREAU 7 CO LTD +3
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the cement concrete pavement has disadvantages such as high rigidity, poor driving comfort, high noise, and difficult maintenance of damage, while the semi-flexible pavement can be grouted with large-gap open-graded asphalt mixture by using cement mortar or cement mortar, which improves the performance of the pavement. The strength, rutting resistance, shear resistance, water damage resistance and other properties of asphalt mixture, but due to the large voids of the parent asphalt mixture before grouting, its own performance is poor, and the overall pavement performance of the semi-flexible mixture formed after grouting has a great impact on grouting materials and The amount of grouting is highly dependent, so the semi-flexible pavement greatly changes the characteristics of the original asphalt pavement, and once the grouted solid body is damaged, the road performance of the entire mixture will drop sharply or even lose its ability to use
According to the current use of semi-flexible pavement, there are problems such as easy cracking, easy honeycombing, and difficult maintenance of semi-flexible pavement, which significantly affects the normal use of pavement engineering

Method used

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  • Grout injection type waterproof high-viscoelasticity modified asphalt pavement mixture and preparation method thereof
  • Grout injection type waterproof high-viscoelasticity modified asphalt pavement mixture and preparation method thereof
  • Grout injection type waterproof high-viscoelasticity modified asphalt pavement mixture and preparation method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0054] A grouting type impermeable high viscoelastic modified asphalt pavement mixture

[0055] Grouting impermeable high viscoelastic modified asphalt pavement mixture,

[0056] Including the parent asphalt mixture, the grout filled into the parent asphalt mixture,

[0057] The parent asphalt mixture is compacted to form a skeleton void type high viscoelastic modified asphalt mixture with a porosity of 18% to 22%. The composition of the skeleton void type high viscoelastic modified asphalt mixture is calculated as : 100 parts of aggregate, 4.2-5.2 parts of high viscoelastic modified asphalt, 3.7-4.7 parts of filler;

[0058] The composition of the grouting material is calculated by weight: 100 parts of grouting material, 34-36 parts of water, and the grouting material is nanometer grouting material with high elastic modulus.

[0059] The composition design of the present invention is carried out in two steps: the first step is to design the skeleton void type high viscoelas...

Embodiment 2

[0067] On the basis of Example 1: Preferably, the aggregate is made of hard basalt with high strength and good angularity, which facilitates the formation of a void ratio of 18% to 22%.

Embodiment 3

[0069] On the basis of Example 1, the synthetic gradation of the design aggregate is:

[0070] The aggregate passing rate of 16mm sieve is 100%,

[0071] The aggregate passing rate of 13.2mm sieve is 90%~94%,

[0072] The aggregate passing rate of 9.5mm sieve is 64%~68%,

[0073] The aggregate passing rate of the 4.75mm sieve is 13% to 22%.

[0074] The aggregate passing rate of 2.36mm sieve is 8%~13%,

[0075] The aggregate passing rate of 1.18mm sieve is 6% to 10%.

[0076] The aggregate passing rate of 0.6mm sieve is 5% to 8%.

[0077] The aggregate passing rate of 0.3mm sieve is 4% to 7%.

[0078] The aggregate passing rate of 0.15mm sieve is 3% to 15%.

[0079] The aggregate passing rate of 0.075mm sieve is 3% to 4%, and the sum of aggregate percentages of various particle sizes is 100%;

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Abstract

The invention discloses a grout injection type waterproof high-viscoelasticity modified asphalt pavement mixture and a preparation method thereof. The grout injection type waterproof high-viscoelasticity modified asphalt pavement mixture comprises a matrix asphalt mixture and a grouting material, wherein the matrix asphalt mixture is filled with the grouting material. The matrix asphalt mixture is a skeleton-gap type high-viscoelasticity modified asphalt mixture which is compacted to have the gap rate of 18%-22%, and the skeleton-gap type high-viscoelasticity modified asphalt mixture is prepared from, by weight, 100 parts of aggregate, 4.2-5.2 parts of high-viscoelasticity modified asphalt and 3.7-4.7 parts of filler; the grouting material is prepared from, by weight, 100 parts of grout injection material and 34-36 parts of water, and the grout injection material is a high-elasticity-modulus nanometer grouting material.

Description

technical field [0001] The invention belongs to the field of pavement layer mixture and its design method in pavement engineering, and particularly relates to a modified asphalt pavement layer mixture and its application in pavement engineering pavement performance requirements are significantly higher than ordinary road sections and special areas The design method, that is, the grouting type impermeable high viscoelastic modified asphalt pavement mixture and its preparation method. Background technique [0002] In recent years, with the deepening of the research on asphalt mixture, the application of asphalt mixture as the pavement layer of pavement engineering has become more and more extensive. However, due to the viscoelasticity of asphalt materials, in the case of high temperature in summer, the decrease of the viscosity of asphalt materials leads to the weakening of the cohesion between the aggregate particles, and the vertical and horizontal load channels such as star...

Claims

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Application Information

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IPC IPC(8): C04B26/26
CPCC04B26/26C04B2111/0075C04B14/14C04B20/0076C04B14/28
Inventor 李春权艾长发谢伟蒋运兵陶家清王双其夏学成税彦斌李丽阳恩慧王飞宇侯和平彭闵敏秦兴喜黄国会俸祝张健
Owner SINOHYDRO BUREAU 7 CO LTD
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