首页|复掺纤维对再生粗集料沥青混合料性能影响的研究

复掺纤维对再生粗集料沥青混合料性能影响的研究

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为提高建筑垃圾利用率,改善再生粗集料沥青混合料(RA-AM)的路用性能,研究复掺纤维在沥青混合料中的质量掺量为0.3%,选定木质纤维与玄武岩纤维的质量比分别为0∶1、1∶3、1∶1、3∶1和1∶0,以确定RA-AM中木质纤维(XF)和玄武岩纤维(BF)的最优复掺比例.结果表明:随着木质纤维占比的提高,MS、T、动稳定度、MS1、MS0 先增加后降低,FL先降低后增加,复掺比例为25%即m(木质纤维):m(玄武岩纤维)=1∶3时MS、T、动稳定度、MS1、MS0 最大,FL最小,相比纯沥青,此时混合料的 MS增加75.55%,FL降低29.38%,T增加148.46%,动稳定度增加57.62%,MS1 增加120.59%,MS0 增加25.66%.因此复掺BF和XF比单掺效果更好,且m(XF)∶m(BF)=1∶3时效果最好.
Research on the Influence of Composite Fiber on the Performance of Recycled Coarse Aggregate Asphalt Mixture
In order to improve the utilization rate of construction waste and enhance the road performance of recycled coarse aggregate asphalt mixture(RA-AM),the mass content of composite fiber in asphalt mix-ture is studied to be 0.3%.The mass ratios of xylem fiber to basalt fibers are selected as 0∶1,1∶3,1∶1,3∶1 and 1∶0,respectively,so as to determine the optimal composite ratio of xylem fiber(XF)and basalt fiber(BF)in RA-AM.The results show that as the proportion of xylem fiber increases,MS,T,the dynamic stability,MS1,MS0 first increases and then decreases,while FL first decreases and then increases.When the blending ratio is 25%,m(xylem fiber):m(basalt fiber)=1∶3,MS、T、the dynamic stability,MS1,MS0 are the highest,and FL is the lowest.Compared with pure asphalt,the MS of the mixture increases by 75.55%,FL decreases by 29.38%,T increases by 148.46%,dynamic stability increases by 57.62%,MS1 in-creases by 120.59%,and MS0 increases by 25.66%.Therefore,the combination of BF and XF has better influence than single doping,and the best effect is achieved when m(XF):m(BF)=1∶3.

basalt fiberxylem fiberrecycled coarse aggregateasphalt mixtureroad performance

郑惠珍

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黎明职业大学 土木建筑工程学院,福建 泉州 362000

玄武岩纤维 木质纤维 再生粗集料 沥青混合料 路用性能

2024

长春工程学院学报(自然科学版)
长春工程学院

长春工程学院学报(自然科学版)

影响因子:0.328
ISSN:1009-8984
年,卷(期):2024.25(4)