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Asphalt mixture penetrating type water steam diffusion coefficient detection method

A technology of asphalt mixture and diffusion coefficient, which is applied in the direction of diffusion analysis, measuring device, material weighing, etc., can solve the problems that the water vapor diffusion cannot be simulated and the influence of water vapor diffusion coefficient cannot be explained, and the assembly process is simple and fast, The raw materials are convenient and easy to obtain, and the effect of saving time

Inactive Publication Date: 2016-09-07
WUHAN UNIV OF TECH
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Problems solved by technology

However, the diffusion coefficients measured in existing studies are all carried out under a single humidity gradient, which cannot simulate the actual service environment in which water vapor penetrates through the asphalt surface and diffuses to the outside under the action of various relative humidity gradients, let alone explain the difference in relative humidity gradients. The effect on the water vapor diffusion coefficient

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  • Asphalt mixture penetrating type water steam diffusion coefficient detection method
  • Asphalt mixture penetrating type water steam diffusion coefficient detection method
  • Asphalt mixture penetrating type water steam diffusion coefficient detection method

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Embodiment Construction

[0028] The following examples further illustrate the technical solutions of the present invention, but are not intended to limit the protection scope of the present invention.

[0029] Preparation of Asphalt Mixture Test Samples

[0030]The asphalt used in the test is SBS modified asphalt, and the aggregate is limestone produced in Fangxian County, Hubei. The passing rate of each sieve hole in the gradation is as follows: 26.5mm, 100%; 19mm, 97.8%; 16mm, 89.5%; 13.2mm , 78.1%; 9.5mm, 54.4%; 4.75mm, 34.6%; 2.36mm, 23%; 1.18mm, 18.8%; 0.6mm, 13.7%; %. The asphalt ratio was determined to be 4.3% by Marshall test method. Use a gyratory compactor to shape the HMA specimen to control the porosity, and then perform core drilling and cutting to obtain a standard specimen with a diameter of 100 mm and a height of 150 mm. The standard specimen with a porosity of 4.3%±0.3% is selected for cutting. The cutting saw takes the middle part of the test piece and cuts off a thin slice of the...

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Abstract

The invention discloses an asphalt mixture penetrating type water steam diffusion coefficient detection method. The method comprises the following steps: preparing a moulded cylindrical asphalt mixture sheet sample, injecting a solution for adjusting relative humidity into a container with a uniform size, covering the opening of the container by the bottom of the sample, sealing the contact parts between the sample and the containing opening, then placing the container and the sample into an environment box with controllable constant temperature and humidity; through the environment box, controlling the overall temperature and relative humidity out of the container, through the solution in the container, controlling the relative humidity in the container to obtain humidity difference in and out of the container; and through a formula, calculating the water steam diffusion coefficients under different relative humidity differences at different test temperatures. The provided method can measure asphalt mixture penetrating type water steam diffusion coefficients under different relative humidity differences at different temperatures, the reasonability of test scheme and operation convenience are both prominently improved, and at the same time, the test precision is guaranteed.

Description

technical field [0001] The invention belongs to the field of road engineering, and relates to a detection method for penetrating water vapor diffusion coefficient in road asphalt mixture. Background technique [0002] Early water damage of expressway asphalt pavement has become one of the most important diseases of expressway asphalt pavement in our country. It is generally believed that the cause of water damage is that liquid water seeps into the interior of the asphalt mixture from cracks and voids in the pavement, and gradually enters the asphalt and aggregate surface under the action of pore water pressure generated by freeze-thaw, vehicle dynamic load or vacuum negative pressure adsorption force. , causing the mixture to lose its cohesive force, resulting in cracking, loosening, potholes and other damage. [0003] At present, the traditional understanding and research on water damage at home and abroad mainly focus on the damage of water to asphalt mixture in liquid f...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N5/00G01N13/04
CPCG01N5/00G01N13/04G01N2013/003
Inventor 罗蓉柳子尧黄婷婷
Owner WUHAN UNIV OF TECH
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