欢迎访问《硅酸盐通报》官方网站,今天是

硅酸盐通报 ›› 2025, Vol. 44 ›› Issue (9): 3337-3346.DOI: 10.16552/j.cnki.issn1001-1625.2025.0183

• 资源综合利用 • 上一篇    下一篇

以尾矿砂为骨料的绿色工程水泥基复合材料力学性能研究

余洁歆1,2,3, 朱艺婷1,3, 庄旭1, 陈玉霜1, 张广达4, 许莉4   

  1. 1.福建江夏学院工程学院,福州 350108;
    2.福州大学计算机与大数据学院,福州 350108;
    3.福建省环保节能型高性能混凝土协同创新中心,福州 350108;
    4.福州大学土木工程学院,福州 350108
  • 收稿日期:2025-02-25 修订日期:2025-05-27 出版日期:2025-09-15 发布日期:2025-09-19
  • 通信作者: 许 莉,博士,教授。E-mail:fzucivilxuli@fzu.edu.cn
  • 作者简介:余洁歆(1989—),女,博士研究生,副教授。主要从事高性能混凝土性能研究与应用、结构健康监测的研究。E-mail:dark_o@163.com
  • 基金资助:
    国家自然科学基金面上项目(52478500);福建省自然科学基金资助项目(2025J011111);2024年大学生创新创业训练计划项目(202413763015)

Mechanical Properties of Green Engineering Cementitious Composites with Tailing Sand as Aggregate

YU Jiexin1,2,3, ZHU Yiting1,3, ZHUANG Xu1, CHEN Yushuang1, ZHANG Guangda4, XU Li4   

  1. 1. College of Engineering, Fujian Jiangxia University, Fuzhou 350108, China;
    2. College of Computer and Data Science, Fuzhou University, Fuzhou 350108, China;
    3. Coordinative Innovation Center for Environmentally Friendly and Energy Saving HPC, Fuzhou 350108, China;
    4. College of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • Received:2025-02-25 Revised:2025-05-27 Published:2025-09-15 Online:2025-09-19

摘要: 传统工程水泥基复合材料(ECC)中高比例的水泥用量导致其价格贵、碳排放量高,这限制了其在交通基础设施中的产业化应用。为克服这一局限,在保证ECC力学性能的前提下,使用尾矿砂作为替代骨料并提高粉煤灰掺量,研发一种经济、绿色的尾矿砂ECC。设计了9组不同配合比的 ECC 试件进行单轴压缩和单轴拉伸试验,分别采用不同的骨料类型(尾矿砂、尾矿砂和石英砂混合、石英砂)、粉煤灰和水泥用量比值(2.4、3.4和4.4),研究其对力学性能、微观结构及材料可持续性的影响。通过试验揭示了ECC受力阶段的破坏过程和变形特点,结果表明尾矿砂骨料因多棱角形貌和微集料效应,展现出良好的抗拉强度和拉伸延性。粉煤灰掺量对力学性能具有双重效应,随着粉煤灰和水泥用量比值的增大,ECC的抗拉强度和抗压强度均有所降低,但极限拉伸应变显著提升。通过可持续性指标与传统ECC做比较,结果表明新型尾矿砂ECC可以有效降低成本、减少能源消耗和二氧化碳排放,验证了利用工业固体废弃物尾矿砂作为骨料制备绿色ECC的可持续性,可为环保型尾矿砂ECC的应用提供指导。

关键词: 工程水泥基复合材料, 聚乙烯醇纤维, 尾矿砂, 力学性能, 粉煤灰, CO2排放量

Abstract: The high proportion of cement used in traditional engineering cementitious composites (ECC) leads to high costs and high carbon emissions, hindering the industrial application of ECC in transportation infrastructure. To overcome these limitations, while ensuring the mechanical properties of ECC, tailing sand was used as an alternative aggregate with increased fly ash content to develop an economical and green tailing sand ECC. Nine groups of ECC specimens with different mix proportion were designed for uniaxial compression and uniaxial tensile tests, employing varying aggregate types (tailing sand, a mixture of tailing sand and quartz sand, quartz sand) and ratio of fly ash and cement content (2.4, 3.4, and 4.4) to investigate their effects on mechanical properties, microstructure, and material sustainability. The tests revealed the failure process and deformation characteristics of ECC under loading stages. The results indicate that tailing sand, due to the angular morphology and micro-aggregate effect, exhibits excellent tensile strength and tensile ductility. The fly ash content has a dual effect on mechanical properties: as the ratio of fly ash and cement content increases, both the tensile and compressive strengths of ECC decrease, while the ultimate tensile strain significantly improves. By comparing sustainability indicators with traditional ECC, the results demonstrate that the novel ECC with tailing sand as aggregate can effectively reduce costs, energy consumption, and carbon dioxide emissions. This study validates the sustainability of utilizing industrial solid waste tailing sand as aggregate to produce green ECC, providing guidance for the application of environmentally friendly tailing sand ECC.

Key words: engineered cementitious composite, polyvinyl alcohol fiber, tailing sand, mechanical property, fly ash, CO2 emission

中图分类号: