Effect of Activator Type, Curing Condition and Calcium Addition on the Strength and Microstructure of Fly Ash-Based Geopolymers

Nataliya N. Klimenko, K. I. Kiseleva, K. Kienskaya, A. Nistratov, L. Delitsyn
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Abstract

The paper describes the synthesis and study of the mechanical characteristics and microstructure of geopolymers based on low-calcium fly ash (Class F) depending on the type of activator, temperature and humidity conditions of curing, and the content of an additional source of calcium. Sodium silicate solution with a silicate modulus SiO2/Na2O = 1-3 (Ms=1-3), a density of 1400 kg/m3, and a 12M NaOH solution were used as activators. Curing conditions included: (1) curing in an oven at 90 °C for 6 hours; (2) curing with steam at 90 °C for 6 hours. The heating rate was 0.5 deg/min, inertial cooling. During the experiment, it was revealed that for the investigated fly ash (FA), the most promising type of activator is sodium silicate solution with Ms=1, and the preferred curing mode is steam treatment since under these conditions and the type of activator the following were achieved: compression strength – 15 MPa, bending strength – 6 MPa, open porosity – 24%, water absorption – 15%, apparent density – 1830 kg/m3. Calcium oxide (CaO) was used as an active additive at dosages of 10, 15, and 20% by weight. With the introduction of 15% CaO into geopolymers activated by sodium silicate solution with Ms=1 and cured with steam, it was possible to increase their compressive strength by more than 2.5 times, the flexural strength increased by 17%, and the density by 9%, open porosity decreased by 25%, water absorption by 34%. It has been established that the curing conditions and the type of activator are the main factors that determine the properties and structure of FA geopolymers. A promising curing condition for alkali-activated FA is steam treatment at 90 °C since under these conditions it was possible to achieve strength twice as high as under heat treatment conditions. The introduction of a calcium component (up to 15% CaO) has a positive impact on the mechanical properties and durability of FA geopolymers.
活化剂类型、固化条件和钙添加量对粉煤灰基地聚合物强度和微观结构的影响
本文介绍了低钙粉煤灰(F类)土聚合物的合成和力学特性和微观结构的研究,这取决于活化剂的类型,固化的温度和湿度条件,以及额外的钙源的含量。活化剂选用硅酸盐模量SiO2/Na2O =1-3 (Ms=1-3)、密度为1400 kg/m3的水玻璃溶液和12M NaOH溶液。固化条件包括:(1)在90°C的烤箱中固化6小时;(2) 90℃蒸汽固化6小时。升温速率为0.5℃/min,惯性冷却。实验结果表明,对于所研究的粉煤灰,最理想的活化剂是Ms=1的水玻璃溶液,最佳的养护方式是蒸汽处理,在此条件下,活化剂的抗压强度为15 MPa,抗弯强度为6 MPa,开孔率为24%,吸水率为15%,表观密度为1830 kg/m3。氧化钙(CaO)作为活性添加剂,剂量分别为重量的10%、15%和20%。经Ms=1水玻璃溶液活化的地聚合物中加入15% CaO,经蒸汽固化后,其抗压强度提高2.5倍以上,抗折强度提高17%,密度提高9%,开孔率降低25%,吸水率降低34%。研究表明,硫化条件和活化剂的种类是决定FA地聚合物性能和结构的主要因素。碱活化FA的一个很有前途的固化条件是90°C的蒸汽处理,因为在这种条件下,它的强度可能达到热处理条件下的两倍。钙组分(高达15%的CaO)的引入对FA地聚合物的机械性能和耐久性有积极的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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