公路工程
公路工程
공로공정
JOURNAL OF HIGHWAY ENGINEERING
2014年
4期
276-281
,共6页
橡胶粉%沥青%正交试验%性能优化%作用机理
橡膠粉%瀝青%正交試驗%性能優化%作用機理
상효분%력청%정교시험%성능우화%작용궤리
rubber powder%asphalt%orthogonal test%performance optimization%modification mechanism
以橡胶粉的目数、掺量、沥青拌和时间和拌和温度作为4个评价因素,建立4因素3水平正交试验配比方案,采用各因素水平下的改性沥青的针入度、软化点、延伸度、弹性恢复以及布氏旋转黏度五个指标评价沥青性能,并分析了各因素在橡胶沥青中的作用机理。结果表明:40目橡胶粉在掺量为25%,拌和温度为195℃搅拌1h得到的改性沥青的性能最好。通过橡胶粉物理膨胀与化学脱硫作用,在合理的橡胶粉目数、掺量、搅拌时间以及搅拌温度下,沥青的塑性和黏性得到提高,改善了沥青的温度敏感性和耐老化性能。
以橡膠粉的目數、摻量、瀝青拌和時間和拌和溫度作為4箇評價因素,建立4因素3水平正交試驗配比方案,採用各因素水平下的改性瀝青的針入度、軟化點、延伸度、彈性恢複以及佈氏鏇轉黏度五箇指標評價瀝青性能,併分析瞭各因素在橡膠瀝青中的作用機理。結果錶明:40目橡膠粉在摻量為25%,拌和溫度為195℃攪拌1h得到的改性瀝青的性能最好。通過橡膠粉物理膨脹與化學脫硫作用,在閤理的橡膠粉目數、摻量、攪拌時間以及攪拌溫度下,瀝青的塑性和黏性得到提高,改善瞭瀝青的溫度敏感性和耐老化性能。
이상효분적목수、참량、력청반화시간화반화온도작위4개평개인소,건립4인소3수평정교시험배비방안,채용각인소수평하적개성력청적침입도、연화점、연신도、탄성회복이급포씨선전점도오개지표평개력청성능,병분석료각인소재상효력청중적작용궤리。결과표명:40목상효분재참량위25%,반화온도위195℃교반1h득도적개성력청적성능최호。통과상효분물리팽창여화학탈류작용,재합리적상효분목수、참량、교반시간이급교반온도하,력청적소성화점성득도제고,개선료력청적온도민감성화내노화성능。
This article took rubber powder mesh,dosage,mixing time and temperature as the four evaluation factors to establish four factors-three levels orthogonal proportion program.It adopted penetra-tion,softening point,elongation,elastic recovery,and Brookfield rotational viscosity etc.five performance indicators of modified asphalt in each factor and level to evaluate the performance of modified asphalt,and analyzed the physical and chemical rubber asphalt modification mechanism.The results showed that:The best performance of modified asphalt is mixing amount 25% of 40 mesh rubber powders and stirring tem-perature at 195℃ and stirring 1 h to get.The physical expansion of rubber powder and chemical desulfu-rization cause the improvement of asphalt plastic and viscous within a reasonable mesh rubber powder, dosage,mixing time and mixing temperature.It improves the temperature sensitivity and aging resistance of asphalt.