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硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (5): 1740-1749.

所属专题: 资源综合利用

• 资源综合利用 • 上一篇    下一篇

铜渣尾矿用作沥青混合料填料的性能及应用机理

叶远林1,2, 罗立群1,2, 陈荣升3, 王明细3, 刘成1,2, 雷严明1,2   

  1. 1.武汉理工大学资源与环境工程学院,武汉 430070;
    2.矿物资源加工与环境湖北省重点实验室,武汉 430070;
    3.湖北大江环保科技股份有限公司,黄石 435005
  • 收稿日期:2022-09-20 修订日期:2023-02-14 出版日期:2023-05-15 发布日期:2023-06-01
  • 通信作者: 罗立群,高级工程师。E-mail:lqluollq@hotmail.com
  • 作者简介:叶远林(1997—),男,硕士研究生。主要从事矿物资源的高效利用与清洁生产研究。E-mail:ye.yuanlin@qq.com
  • 基金资助:
    国家自然科学基金(51874219);国家重点研发计划(2017YFC0703202)

Performance and Application Mechanism of Copper Slag Tailings as Filler of Asphalt Mixture

YE Yuanlin1,2, LUO Liqun1,2, CHEN Rongsheng3, WANG Mingxi3, LIU Cheng1,2, LEI Yanming1,2   

  1. 1. School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China;
    2. Key Laboratory of Mineral Resources Processing and Environment in Hubei Province, Wuhan 430070, China;
    3. Hubei Dajiang Environmental Technology Co., Ltd., Huangshi 435005, China
  • Received:2022-09-20 Revised:2023-02-14 Online:2023-05-15 Published:2023-06-01

摘要: 为研究铜渣尾矿作为填料对沥青混合料性能的影响,分析了铜渣尾矿的物理化学性质,通过马歇尔稳定度试验确定沥青混合料的最佳配合比,开展车辙试验、劈裂试验、冻融劈裂试验、浸水马歇尔试验来评价沥青混合料的路用性能,对铜渣尾矿沥青路面进行检测,并通过微观形貌分析铜渣尾矿与沥青的黏附特征。结果表明:AC-25C、AC-20C、AC-16C、AC-13C沥青混合料中铜渣尾矿掺量分别为4%、3%、3%、2%(质量分数),其对应沥青用量为3.8%、4.2%、4.5%、4.6%(质量分数)时,沥青混合料性能最佳。与石灰石沥青混合料相比,铜渣尾矿沥青混合料的高温稳定性、抗裂性、水稳定性得到明显的提升。铜渣尾矿沥青路面性能良好,其渗水系数为62 mL/min,摩擦系数为90,压实度为96.4%,均符合规范标准,铜渣尾矿与沥青形成的沥青胶浆具有良好的黏结性能。

关键词: 铜渣尾矿, 沥青混合料, 填料, 配合比设计, 路用性能

Abstract: The purpose of using copper slag tailings as filler on the performance of asphalt mixture, the physical and chemical properties of copper slag tailings were analyzed, the optimum mix ratio of asphalt mixture was determined through Marshall stability test. Rutting test, split test, freeze-thaw split test, and immersion Marshall test were carried out to evaluate the road performance of asphalt mixture, and the copper slag tailings asphalt pavement was tested. The adhesion characteristics of copper slag tailings and asphalt were analyzed by microscopic morphology. The results show that the content of copper slag tailings in AC-25C, AC-20C, AC-16C and AC-13C asphalt mixture is 4%, 3%, 3% and 2% (mass fraction) respectively, and the asphalt mixture has the best performance when the corresponding asphalt content is 3.8%, 4.2%, 4.5% and 4.6% (mass fraction). Compared with limestone asphalt mixture, the high-temperature stability, crack resistance and water stability of copper slag tailings asphalt mixture have been significantly improved. Copper slag tailings asphalt pavement has good performance. Its water permeability coefficient is 62 mL/min, friction coefficient is 90, and compactness is 96.4%, all of which meet the specifications and standards. The asphalt mortar formed by copper slag tailings and asphalt has good bonding performance.

Key words: copper slag tailing, asphalt mixture, filler, proportion design, road performance

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