Method for measuring asphalt aging parameters
A technology of aging parameters and measurement methods, which is applied in the application of stable tension/compression to test the strength of materials, measuring devices, and preparation of samples for testing, etc. It is difficult to make effective judgments and other problems, so as to achieve the effect of simple, direct and accurate measurement methods.
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Embodiment 1
[0084] The present embodiment provides a kind of assay method of asphalt aging parameter, 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) T0610 test method 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]
[0089]
[0090] (3) Get aged asphalt and replace production asphalt with the ratio of 0%, 10%, 20%, 30%, 40%, 50%, 60%, 70%, 80%, 90%, 100%, form mixed asp...
Embodiment 2
[0104] This embodiment discloses the application of a method for measuring asphalt aging parameters;
[0105] 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 T0716 test method of "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTG E20-2011), to obtain splitting tensile strength and failure tensile strength Strain; the details are as follows:
[0106]
[0107] 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 performance of AS2 asphalt is better. For low tempe...
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