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硅酸盐通报 ›› 2026, Vol. 45 ›› Issue (2): 573-581.DOI: 10.16552/j.cnki.issn1001-1625.2025.0708

• 资源综合利用 • 上一篇    下一篇

钼尾矿砂取代量对机制砂水泥砂浆力学性能及微观结构的影响

芮振华1(), 吕翔宇2, 郭灿2, 黄山2, 牛冬瑜2()   

  1. 1.陕西路桥集团第二工程有限公司,西安 710075
    2.长安大学材料科学与工程学院,西安 710061
  • 收稿日期:2025-07-21 修订日期:2025-08-19 出版日期:2026-02-20 发布日期:2026-03-09
  • 通信作者: 牛冬瑜,博士,副教授。E-mail:niudongyu_1984@163.com
  • 作者简介:芮振华(1984—),男,工程师。主要从事道路建筑材料方面的研究。E-mail:2521973904@qq.com
  • 基金资助:
    陕西省交通运输厅交通运输科研项目(24-42K);陕西省重点研发计划项目(2024GX-ZDCYL-03-09)

Influence of Molybdenum Tailings Sand Substitution Amount on Mechanical Properties and Microstructure of Manufactured Sand Cement Mortar

RUI Zhenhua1(), LYU Xiangyu2, GUO Can2, HUANG Shan2, NIU Dongyu2()   

  1. 1. Shaanxi Road and Bridge Group Second Engineering Co. ,Ltd. ,Xi’an 710075,China
    2. School of Materials Science and Engineering,Chang’an University,Xi’an 710061,China
  • Received:2025-07-21 Revised:2025-08-19 Published:2026-02-20 Online:2026-03-09

摘要:

为缓解砂资源短缺并实现工业固废的资源化利用,探究钼尾矿砂取代机制砂对水泥砂浆力学性能及微观结构的影响,本文设计了五种不同钼尾矿砂取代率的水泥砂浆,系统测试其工作性能、力学性能和干缩性能,并结合SEM、XRD分析了微观形貌与水化产物。结果表明:钼尾矿砂砂浆与机制砂砂浆减水剂饱和掺量点均为胶凝材料总质量的5‰,钼尾矿砂砂浆的保水性更差;砂浆抗压强度在钼尾矿砂质量取代率为50%时达峰值,抗折强度在取代率为25%时最优;干燥收缩值随取代率增加显著上升,取代率为100%时,90 d干燥收缩值达1 223×10-6;微观分析表明,适量钼尾矿砂通过微集料填充效应和晶核作用提升砂浆密实度,但过量取代导致级配劣化与孔隙增多;钼尾矿砂可部分取代机制砂用于水泥砂浆,推荐取代率不超过50%,以兼顾力学性能与体积稳定性。

关键词: 钼尾矿砂, 水泥砂浆, 机制砂, 力学性能, 微观结构

Abstract:

To alleviate the shortage of sand resources and achieve resource utilization of industrial solid waste, this study investigated the effect of substituting manufactured sand with molybdenum tailings sand on mechanical properties and microstructure of cement mortar. Five types of cement mortars with different substitution rates of molybdenum tailings sand were designed, and their workability, mechanical properties, and drying shrinkage properties were systematically tested. The microstructure and hydration products were analyzed using SEM and XRD. The results indicate that the saturated content point of water-reducing agent for both molybdenum tailings sand mortar and manufactured sand mortar is 5‰ of the total mass of cementitious materials, and the water retention of molybdenum tailings sand mortar is poorer. The compressive strength of mortar reaches its peak at a mass substitution rate of 50% for molybdenum tailings sand, while the flexural strength is optimal at a substitution rate of 25%. The drying shrinkage value increases significantly with the substitution rate, reaching a drying shrinkage value of 1 223×10-6 at a substitution rate of 100% after 90 d. Microscopic analysis shows that an appropriate amount of molybdenum tailings sand can enhance the compactness through micro-aggregate filling effect and nucleation effect, but excessive substitution leads to grading deterioration and increased porosity. Molybdenum tailings sand can partially replace manufactured sand in cement mortar, and the recommended substitution rate is not more than 50% to balance mechanical properties and volume stability.

Key words: molybdenum tailings sand, cement mortar, manufactured sand, mechanical property, microstructure

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