硅酸钠模数对高粉煤灰掺量地质聚合物力学性能的影响
Effect of Sodium Silicate Modulus on Mechanical Properties of Geopolymers with High Fly Ash Content
摘要: 研究了模数0.3至1.8 M范围内的硅酸钠溶液对粉煤灰掺量高达90%的粉煤灰基地质聚合物力学性能的影响。结果表明:常温养护条件下,高粉煤灰掺量的地质聚合物强度增幅良好,28天抗折强度相对于3天强度增幅为59.6%至130.2%,28天抗压强度相对于3天强度增幅范围达到123.2%至161.9%。抗压强度随龄期增幅总体高于抗折强度。对于粉煤灰掺量90%的地质聚合物胶凝浆体,硅酸钠模数对强度影响效果显著,综合考虑3天和28天抗压、抗折强度,硅酸钠溶液模数最优值为1.5 M。
Abstract: The effect of sodium silicate solution with a modulus of 0.3 to 1.8 M on the mechanical properties of fly ash-based geopolymer with a fly ash content of up to 90% was studied. The results show that the strength of geopolymer with high fly ash content increases well under normal temperature curing conditions, and the 28-day flexural strength increases from 59.6% to 130.2% compared to the 3-day strength. The 28-day compressive strength increased from 123.2% to 161.9% compared to the 3-day strength. The increase of compressive strength with curing age is generally higher than that of flexural strength. For geopolymer with a fly ash content of 90%, the modulus of sodium silicate has a significant effect on strength. Considering the 3- and 28-day compressive and flexural strengths, the optimal modulus of sodium silicate solution is 1.5 M.
文章引用:房万山. 硅酸钠模数对高粉煤灰掺量地质聚合物力学性能的影响[J]. 土木工程, 2021, 10(8): 721-727. https://doi.org/10.12677/HJCE.2021.108082

参考文献

[1] Ojha, A. and Aggarwal, P. (2021) Fly Ash Based Geopolymer Concrete: A Comprehensive Review. Silicon, 1-20.
[Google Scholar] [CrossRef
[2] 陈瑜, 韩汤益, 邓怡帆. 粉煤灰基地聚合物若干关键问题研究综述[J]. 硅酸盐通报, 2015, 34(7): 1864-1870.
[3] 蒲云辉, 王清远, 李文渊, 张国敏, 杨平. 粉煤灰基地质聚合物混凝土和普通混凝土温室气体排放量的对比研究[J]. 混凝土, 2019(4): 10-13.
[4] 王丽萍, 徐靓, 王永旺, 李超. 粉煤灰基地质聚合物研究进展[J]. 矿产保护与利用, 2020, 40(3): 90-94.
[5] Saha, S. and Rajasekaran, C. (2017) Enhancement of the Properties of Fly Ash Based Geopolymerpaste by Incorporating Ground Granulated Blast Furnace Slag. Construction & Building Materials, 145, 615-620.
[Google Scholar] [CrossRef
[6] 征西遥, 闵一凡, 俞钧凯, 吴俊. 矿渣粉煤灰基地聚合物早期力学性能试验研究[J]. 施工技术, 2020, 49(3): 80-82+86.
[7] 邓新, 徐方, 李增辉, 杨涛, 黄晟. 粉煤灰基地聚合物拉伸性能研究[J]. 科学技术与工程, 2016, 16(24): 87-92.
[8] 刘春原, 赵献辉, 朱楠, 刘宇飞, 庞云泽. 粉煤灰基地质聚合物力学性能及碱渣改性机理[J]. 硅酸盐通报, 2017, 36(2): 679-685+691.
[9] 丁二宝, 曹春娥, 胡海泉, 陈云霞, 卢希龙. 养护制度对粉煤灰基地质聚合物强度影响的研究[J]. 硅酸盐通报, 2019, 38(4): 1115-1120+1127.
[10] Lna, A., Eed, B., Eb, C., et al. (2016) Investigation of Early Compressive Strength of Fly Ash-Based Geopolymer Concrete. Construction and Building Materials, 112, 807-815.
[Google Scholar] [CrossRef
[11] 梁广伟, 诸华军, 严鹏, 刘武, 杨涛, 徐俊, 周阳. 矿渣-粉煤灰基地聚合物抗冻性能的研究[J]. 非金属矿, 2018, 41(3): 11-13.
[12] 张雷苏, 何胜豪, 周华飞, 李显, 谢子令. 矿渣掺量对粉煤灰基地质聚合物混凝土高温性能的影响[J]. 新型建筑材料, 2020, 47(10): 36-39+48.