首页|排水型钢渣沥青混合料路用性能研究

排水型钢渣沥青混合料路用性能研究

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为了提高钢渣固废材料在道路工程建设中的利用率,采用体积换算法将不同掺量(0、25%、50%、75%)的转炉钢渣(2.36~16 mm)替代玄武岩集料,开展高温车辙、冻融劈裂、动水冲刷、体积膨胀率和渗水系数试验.结果表明:随钢渣掺量增加,8%高黏剂和0.2%聚酯纤维的排水型钢渣沥青混合料最佳油石比随之增大,混合料高温抗车辙性能、抗水损害性能及渗水性能得以提高,对体积稳定性不利,浸水体积膨胀率增大,但仍符合JTGF40-2004《公路沥青路面施工技术规范》不大于1.5%的要求.综合考虑,建议钢渣掺量控制在50%~75%,此时混合料各项路用性能较优,可实现钢渣固废材料的高效利用.
Research on road performance of porous steel slag asphalt mixture
In order to improve the utilization rate of steel slag solid waste materials in road engineering construction,a volume exchange algorithm was used to replace basalt aggregates with different amounts of converter steel slag(2.36~16 mm)(0,25%,50%,75%).High-temperature rutting tests,freeze-thaw splitting tests,dynamic water erosion tests,volume expansion rate tests,and per-meability coefficient tests were conducted.The results show that with the increase of steel slag content,the optimal bitumen-aggre-gate ratio of porous steel slag asphalt mixture mixed with 8%high viscosity agent and 0.2%polyester fiber increases.The high-temperature resistance to rutting,water damage,and water permeability of the mixture are improved,but it is not conducive to vol-ume stability.The water immersion volume expansion rate increases,but still meets the specification requirement of not more than 1.5%of standard JTG F40-2004"Technical Specification for Construction of Highway Asphalt Pavement".Through comprehensively consideration,it is recommended to control the amount of steel slag between 50%and 75%.At this time,the road performance is better,which can achieve efficient utilization of steel slag solid waste materials.

road engineeringsteel slagporous asphalt mixturehigh temperature stabilitywater stabilityvolume expansion rate

王峰、周少华、郑红旗、韩方圆、王红磊

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河南交投交通建设集团有限公司,河南郑州 450000

河南省交通规划设计研究院股份有限公司,河南郑州 450000

道路工程 钢渣 排水沥青混合料 高温稳定性 水稳定性 体积膨胀率

河南省交通运输厅科技计划项目河南省交通运输厅科技计划项目

2019J12020J-2-5

2024

新型建筑材料
中国新型建筑材料工业杭州设计研究院

新型建筑材料

CSTPCD
影响因子:0.569
ISSN:1001-702X
年,卷(期):2024.51(5)
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