硅酸盐通报 ›› 2026, Vol. 45 ›› Issue (2): 573-581.DOI: 10.16552/j.cnki.issn1001-1625.2025.0708
芮振华1(
), 吕翔宇2, 郭灿2, 黄山2, 牛冬瑜2(
)
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:
RUI Zhenhua1(
), LYU Xiangyu2, GUO Can2, HUANG Shan2, NIU Dongyu2(
)
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。
中图分类号:
芮振华, 吕翔宇, 郭灿, 黄山, 牛冬瑜. 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[J]. 硅酸盐通报, 2026, 45(2): 573-581.
RUI Zhenhua, LYU Xiangyu, GUO Can, HUANG Shan, NIU Dongyu. Influence of Molybdenum Tailings Sand Substitution Amount on Mechanical Properties and Microstructure of Manufactured Sand Cement Mortar[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2026, 45(2): 573-581.
| Composition | SiO2 | Al2O3 | Fe2O3 | MgO | CaO | SO3 |
|---|---|---|---|---|---|---|
| Mass fraction/% | 21.54 | 6.22 | 4.47 | 2.61 | 59.21 | 2.32 |
表1 水泥的主要化学成分
Table 1 Main chemical composition of cement
| Composition | SiO2 | Al2O3 | Fe2O3 | MgO | CaO | SO3 |
|---|---|---|---|---|---|---|
| Mass fraction/% | 21.54 | 6.22 | 4.47 | 2.61 | 59.21 | 2.32 |
| Material | Mass fraction/% | |||||||
|---|---|---|---|---|---|---|---|---|
| SiO2 | Al2O3 | Fe2O3 | MgO | CaO | TiO2 | Na2O | K2O | |
| Molybdenum tailings sand | 71.34 | 8.89 | 9.21 | 1.16 | 2.31 | 1.56 | 0.44 | 1.66 |
| Manufactured sand | 91.20 | 0.79 | 1.22 | 1.46 | 0.50 | — | — | — |
表2 钼尾矿砂及机制砂主要化学成分
Table 2 Main chemical composition of molybdenum tailings sand and manufactured sand
| Material | Mass fraction/% | |||||||
|---|---|---|---|---|---|---|---|---|
| SiO2 | Al2O3 | Fe2O3 | MgO | CaO | TiO2 | Na2O | K2O | |
| Molybdenum tailings sand | 71.34 | 8.89 | 9.21 | 1.16 | 2.31 | 1.56 | 0.44 | 1.66 |
| Manufactured sand | 91.20 | 0.79 | 1.22 | 1.46 | 0.50 | — | — | — |
| Sample No. | Mass/g | |||
|---|---|---|---|---|
| Cement | Water | Manufactured sand | Molybdenum tailings sand | |
| M0 | 500 | 240 | 1 500 | 0 |
| M25 | 500 | 240 | 1 125 | 375 |
| M50 | 500 | 240 | 750 | 750 |
| M75 | 500 | 240 | 375 | 1 125 |
| M100 | 500 | 240 | 0 | 1 500 |
表3 水泥砂浆配合比
Table 3 Mix proportion of cement mortar
| Sample No. | Mass/g | |||
|---|---|---|---|---|
| Cement | Water | Manufactured sand | Molybdenum tailings sand | |
| M0 | 500 | 240 | 1 500 | 0 |
| M25 | 500 | 240 | 1 125 | 375 |
| M50 | 500 | 240 | 750 | 750 |
| M75 | 500 | 240 | 375 | 1 125 |
| M100 | 500 | 240 | 0 | 1 500 |
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