地质聚合物混凝土的收缩特性:综合性审查
Rukayat Olayinka1, Reza Jafari1, Mathieu Fiset1
1Department of Applied Sciences, Université du Québec à Chicoutimi (UQAC), 555, Boulevard de l'Université, Saguenay, QC G7H 2B1, Canada.
Materials (Basel, Switzerland)
|October 16, 2025
概括
地质聚合物混凝土提供了环境效益,但收缩是一个关键的挑战. 本综述详细介绍了影响地质聚合物混凝土收缩的因素和有效的缓解策略,以提高耐用性.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 可持续建筑 可持续建筑
背景情况:
- 地质聚合物混凝土 (GC) 是普通波特兰水泥 (OPC) 混凝土的可持续替代品,提供环境和机械优势.
- 然而,GC中不受控制的收缩可能导致裂,损害耐用性和结构完整性.
- 现有的研究往往检查孤立的因素,需要对收缩行为进行整体审查.
研究的目的:
- 综合分析影响地质聚合物混凝土收缩的因素.
- 评估各种缓解策略,以减少GC的收缩.
- 为设计低收缩地质聚合物混凝土提供统一的参考.
主要方法:
- 对地质聚合物混凝土收缩实验研究的系统审查和比较分析.
- 关键影响因素的评估:前体类型,活性剂特性,液体/固体比,孔隙结构和固化条件.
- 评估化学和生物添加剂作为收缩缓解技术.
主要成果:
- 在大约60°C的热固化可显著减少收缩.
- 与高系统相比,低结合剂的收缩率通常较低.
- 化学添加剂可以减少高达80%的收缩,新兴的基于生物的选择显示了收缩和机械性能的双重好处.
结论:
- 了解各种因素的相互作用对于控制地质聚合物混凝土收缩至关重要.
- 优化固化条件,粘合剂选择和添加剂的结合是开发耐用,低收缩GC的关键.
- 本综述综合了当前的知识,指导了高性能,可持续的地质聚合物混凝土的制定.
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