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作 者:艾长发[1] 徐田兵[2] 陈炯[1] 邱延峻[1]
机构地区:[1]西南交通大学土木工程学院,四川成都610031 [2]四川省交通厅,四川成都610041
出 处:《公路交通科技》2008年第7期21-26,共6页Journal of Highway and Transportation Research and Development
基 金:交通部西部交通建设科技资助项目(200431800054)
摘 要:采取掺入抗剥落剂、掺入消石灰、用石灰岩石屑代替花岗岩石屑等单一或综合的措施,进行了各种措施下沥青混合料性能指标的室内试验,研究了不同措施对花岗岩沥青混合料路用性能的改善效果。试验结果表明:(1)不同措施的改善效果不同,抗剥落剂对提高水稳定性、低温抗裂性较为有利,而消石灰对提高强度特性、高温稳定性较为有利。当同时掺抗剥落剂与消石灰时,花岗岩混合料的以上4种性能均会得到更明显的改善。(2)用石灰岩石屑代替花岗岩石屑再掺入外加剂的措施会进一步提高花岗岩沥青混合料的强度特性、水稳定性、高温稳定性与低温抗荷载破坏能力,但对低温抗收缩性能的改善不及同时掺入消石灰与抗剥落剂的效果好。Based on indoor experiments on different measures, the improved effects on granite asphalt mixture performances were studied. The test results indicate the follawing conclusions: ( 1 ) The improved effects of different measures are variant, the liquid antistrip additive is more propitious to improve water stability and low-temperature crack resistance of the mixture, while the hydrated lime is comparatively advantageous to raise its intensity and high -temperature stability. When adding the additives of the above two at the same time, the performances of the above four are improved more obviously. (2) When the lime-rock crumb is used instead of the granite crumb, and adding one or two kinds of additives synchronously, the performances of granite asphalt mixture including its intensity, water stability, high-temperature stability and low-temperature destruction resistance by loading can be improved further, but the improved effect of its low-temperature shrink resistance is not as good as the measure of adding liquid antistrip additive and hydrated lime together.
关 键 词:道路工程 花岗岩沥青混合料 改善效果 抗剥落剂 性能指标
分 类 号:U416.217[交通运输工程—道路与铁道工程]
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