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Benefits of Sealed-Curing on Compressive Strength of Fly Ash-Based Geopolymers

机译:密封固化对粉煤灰基聚合物抗压强度的好处

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摘要

There is no standardized procedure for producing geopolymers; therefore, many researchers develop their own procedures for mixing and curing to achieve good workability and strength development. The curing scheme adopted is important in achieving maximum performance of resultant geopolymers. In this study, we evaluated the impact of sealed and unsealed curing on mechanical strength of geopolymers. Fly ash-based geopolymers cured in sealed and unsealed moulds clearly revealed that retention of water during curing resulted in superior strength development. The average compressive strength of sealed-cured geopolymers measured after 1 day of curing was a modest 50 MPa, while after 7 day curing the average compressive strength increased to 120~135 MPa. In the unsealed specimens the average compressive strength of geopolymers was lower; ranging from 60 to 90 MPa with a slight increase as the curing period increased. Microcracking caused by dehydration is postulated to cause the strength decrease in the unsealed cured samples. These results show that water is a crucial component for the evolution of high strength three-dimensional cross-linked networks in geopolymers.
机译:没有标准化的生产地质聚合物的程序。因此,许多研究人员开发了自己的混合和固化程序,以实现良好的可加工性和强度发展。所采用的固化方案对于实现最终的地质聚合物的最佳性能非常重要。在这项研究中,我们评估了密封和未密封固化对地质聚合物机械强度的影响。在密封和未密封的模具中固化的粉煤灰基地质聚合物清楚地表明,固化过程中的水分保留可提高强度。固化1天后测得的密封固化地质聚合物的平均抗压强度为适度的50 MPa,而固化7天后的平均抗压强度则增加到120〜135 MPa。在未密封的样品中,地聚合物的平均抗压强度较低;范围从60到90 MPa,随着固化时间的增加而略有增加。假定由脱水引起的微裂纹会导致未密封固化样品的强度降低。这些结果表明,水是地质聚合物中高强度三维交联网络演变的关键组成部分。

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