CAJ | 학술논문

由于钢桥面铺装存在特殊性，在国内浇注式沥青混凝土铺装并没有显示出更好的高温性能。本文采用高温车辙试验、贯入度试验等方法，分析了搅拌时间、预拌沥青碎石、结构厚度、改性剂及结构组成对复合浇注式沥青混凝土高温性能的影响，并提出了改善复合浇注式沥青混凝土高温性能的一系列措施。
유우강교면포장존재특수성，재국내요주식력청혼응토포장병몰유현시출경호적고온성능。본문채용고온차철시험、관입도시험등방법，분석료교반시간、예반력청쇄석、결구후도、개성제급결구조성대복합요주식력청혼응토고온성능적영향，병제출료개선복합요주식력청혼응토고온성능적일계렬조시。
For the particularity of the steel bridge deck pavement,in the domestic the gussasphalt concrete pavement did not show better high temperature performance.The impact of the mixing time, mixed asphalt macadam,the thickness of the structure,modifying agent and structure effects on the per-formance of composite gussasphalt concrete at high temperature was analyzed in this paper by the high temperature rutting test,penetration test method.And a series of measures were put forward to improve the performance of the composite gussasphalt concrete at high temperature.