Method for measuring asphalt aging coefficient
A technology of aging coefficient and determination method, which is applied in the application of stable bending force to test material strength, measurement device, and preparation of test samples, etc., can solve problems such as difficulty in field production, mismatch, and difficult asphalt aging degree, achieve accurate reflection
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Embodiment 1
[0084] The present embodiment provides a kind of assay method of asphalt aging coefficient, and it comprises the following steps:
[0085] (1) Take asphalt for production, and measure its penetration PI according to the test methods T0604, T0605, and T0606 of "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTG E20-2011) b , ductility DF b and softening point SP b ;
[0086] (2) Aging the asphalt for production according to the test method T0610 of "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTG E20-2011) to obtain aged asphalt; E20-2011) T0604, T0605, T0606 test methods to determine the penetration PI a , ductility DF a and softening point SP a ;
[0087] The various data of production bitumen and aged bitumen are as follows:
[0088] Penetration PI (0.1mm) Ductility DF(5℃,cm) Softening point SP(℃) production bitumen 21 35.5 89.4 aged asphalt 10 8.3 87.4
[0089] (3) Get age...
Embodiment 2
[0103] This embodiment discloses the application of a method for determining the aging coefficient of asphalt;
[0104] Specifically, take two kinds of asphalt, numbered AS1 and AS2, and age them according to the test method T0610 of "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTG E20-2011), then conduct ductility and penetration ratio tests, and use Samples with the same gradation and asphalt ratio as in Example 1 were subjected to a low-temperature bending test according to the test method T0715 of "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTG E20-2011), to obtain the flexural tensile strength and the maximum bending at the bottom of the beam Tensile strain; the details are as follows:
[0105]
[0106] According to the traditional indicators, the residual ductility, penetration ratio and softening point of AS2 asphalt are larger than those of AS1 asphalt. It can be concluded that the anti-aging performanc...
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