磷石膏–矿渣–粉煤灰基碱激发胶凝材料性能研究
Study on the Properties of Alkali-Activated Cementitious Materials Based on Phosphogypsum, Slag, and Fly Ash
DOI: 10.12677/hjce.2026.153052, PDF,    科研立项经费支持
作者: 李运涛, 臧 濛*:武汉轻工大学土木工程与建筑学院,湖北 武汉
关键词: 磷石膏正交试验碱激发凝结时间Phosphogypsum Orthogonal Test Alkali Activation Setting Time
摘要: 以磷石膏、粉煤灰、矿渣等工业废渣为主要原料制备碱激发胶凝材料,通过三因素三水平正交试验,以磷矿比、磷粉比、NaOH含量为变量,测试其7 d、14 d、28 d抗压强度及标准稠度用水量、凝结时间,结合极差与方差分析开展研究。结果表明:对7 d、14 d早期强度的影响,按主次顺序依次为NaOH含量、磷粉比、磷矿比,磷粉比是28 d强度的主要影响因素。最优配比为:磷矿比为0.9、磷粉比为2、NaOH含量3%,不同龄期抗压强度分别为26.7 MPa、32.8 MPa、29.6 MPa;多数样品标准稠度用水量符合规范;磷矿比是凝结时间的关键调控因素,其增大可显著缩短凝结时间,如磷矿比0.9时,初凝时间最短仅95 min,终凝时间最短为241 min。
Abstract: The alkali-excited cementitious materials were prepared by phosphogypsum, fly ash, slag and other industrial waste residues, and their compressive strength, standard consistency, water consumption and condensation time were tested at 7 d, 14 and 28 days with phosphate rock ratio, phosphorus powder ratio and NaOH content as variables, and the study was carried out by combination of range difference and analysis of variance. The results showed that the NaOH content, phosphorus powder ratio and phosphate rock ratio dominated the early strength at 7 days and 14 days, and the phosphorus-powder ratio was the main influencing factor at 28 days, and the optimal ratio was 0.9, 2, and NaOH at 3%, and the compressive strength at different ages was 26.7 MPa, 32.8 MPa and 29.6 MPa, respectively. Most samples have standard consistency water consumption. The phosphate rock ratio is the key regulator of the condensation time, and its increase can significantly shorten the condensation time, such as when the phosphate rock ratio is 0.9, the minimum initial setting time is only 95 minutes, and the shortest final setting time is 241 minutes.
文章引用:李运涛, 臧濛. 磷石膏–矿渣–粉煤灰基碱激发胶凝材料性能研究[J]. 土木工程, 2026, 15(3): 38-46. https://doi.org/10.12677/hjce.2026.153052

参考文献

[1] 温小韵, 童雄, 尚江涛, 等. 磷石膏基胶凝材料的力学性能及应用研究进展[J]. 硅酸盐通报, 2025, 44(3): 953-969.
[2] 杨靖娴, 马丽萍, 何宾宾, 等. 磷石膏基固废碱激发胶凝材料研究进展[J]. 硅酸盐通报, 2025, 44(11): 3934-3946+3886.
[3] 张立鹏, 苗宝栋, 彭文波, 等. 基于正交试验的地聚合物胶凝材料性能研究[J]. 施工技术, 2024, 53(3): 146-155.
[4] 乔龙腾, 宋志峰. 碱激发粉煤灰基胶凝材料的水化过程及力学性能[J]. 金属矿山, 2023(11): 179-185.
[5] 黄笃学, 温震江, 高谦, 等. 矿渣基充填胶凝材料开发及料浆配比优化研究[J]. 金属矿山, 2020(2): 163-168.
[6] 李宏业, 杨晓炳, 温震江, 等. 磷石膏-矿渣复合胶凝材料配比优化试验[J]. 金属矿山, 2021(3): 28-33.
[7] 兰文涛, 吴爱祥, 王贻明, 等. 半水磷石膏充填体离子固化与尺寸效应[J]. 中国环境科学, 2019, 39(1): 210-218.
[8] Huang, J., Liu, Z., Wei, X., et al. (2024) Enhancing the Performance of Hemihydrate Phosphogypsum by the Collaborative Effects of Calcium Hydroxide and Carbonation. Materials, 17, Article No. 2204. [Google Scholar] [CrossRef] [PubMed]