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Preparation and evaluation of 30# hard grade asphalt

机译:30#硬级沥青的制备和评价

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摘要

The preparation and evaluation of 30# hard grade asphalt by blending softening point hard deoil asphalt with several soft components were investigated. The results showed that the properties and proportions of blending soft components had a great influence on the properties of 30# asphalt. Chunfeng 70# asphalt and Maoming deoil asphalt were more suitable as blending soft components and their blended asphalt met the technical requirements of GB/T 15180-2010 when the proportion of hard deoil asphalt were 6-12% and 8-16%, respectively. PG grade results indicated that dynamic modulus of 30# asphalts at high temperature increased significantly, and antirutting ability was also improved notably, while the bending resistant ability at low temperature was slightly inferior to the high-grade asphalt. The results of mix performance tests showed that 30# hard grade asphalt had excellent anti-high-temperature deformation ability and preferable water stability compared with high-grade asphalts.
机译:研究了通过混合软化点硬化沥青的30#硬级沥青的制备和评价。 结果表明,混合软组分的性质和比例对30#沥青的性质产生了很大的影响。 Chunfeng 70#沥青和Maoming Deoil沥青更适合作为混合软组分,它们的混纺沥青符合GB / T 15180-2010的技术要求,当硬化沥青的比例分别为6-12%和8-16%。 PG级结果表明,在高温下30#asphalts的动态模量显着增加,并且尤其是抗反应能力,而低温下的抗弯能力略逊于高级沥青。 混合性能试验结果表明,与高档沥青相比,30#硬级沥青具有优异的抗高温变形能力和优选的水稳定性。

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