Li Xueying, Ma Xinwei, Zhang Shoujie, Zheng Enzu
School of Civil Engineering, Harbin Institute of Technology, Harbin 150006, China.
Department of Civil Engineering, Harbin Institute of Technology at WeiHai, Weihai 264209, China.
Materials (Basel). 2013 Apr 9;6(4):1485-1495. doi: 10.3390/ma6041485.
This paper presents workability, compressive strength and microstructure for geopolymer pastes and mortars made of class C fly ash at mass ratios of water-to-fly ash from 0.30 to 0.35. Fluidity was in the range of 145-173 mm for pastes and 131-136 mm for mortars. The highest strengths of paste and mortar were 58 MPa and 85 MPa when they were cured at 70 °C for 24 h. In XRD patterns, unreacted quartz and some reacted product were observed. SEM examination indicated that reacted product has formed and covered the unreacted particles in the paste and mortar that were consistent with their high strength.
本文介绍了由C类粉煤灰制成的地质聚合物浆体和砂浆在水与粉煤灰质量比为0.30至0.35时的工作性、抗压强度和微观结构。浆体的流动性在145 - 173毫米范围内,砂浆的流动性在131 - 136毫米范围内。当浆体和砂浆在70°C下养护24小时时,其最高强度分别为58兆帕和85兆帕。在X射线衍射图谱中,观察到未反应的石英和一些反应产物。扫描电子显微镜检查表明,已形成反应产物并覆盖了浆体和砂浆中未反应的颗粒,这与它们的高强度相一致。