玄武岩纤维增强地聚物材料的研究进展
Research Progress of Basalt Fiber Reinforced Geopolymer Materials
DOI: 10.12677/hjce.2024.1312242, PDF,    科研立项经费支持
作者: 蒋玉恒, 章文姣*, 陈 涛:辽宁工业大学土木建筑工程学院,辽宁 锦州
关键词: 地聚物玄武岩纤维工作性能力学性能耐久性能Geopolymer Basalt Fiber Working Performance Mechanical Properties Durability
摘要: 地聚物复合材料(Geopolymer Composite, GPC)因早期强度高、环境效益好而被认为是传统水泥的良好代替品。但由于GPC本身脆度较高,抗裂性能较差在一定程度上限制了其应用。为提高GPC的韧性,通常在GPC中添加一定量的纤维,其中玄武岩纤维因其造价低、强度高、耐腐蚀性强,以及与混凝土其他材料粘结性好在GPC中起到了很好的辅助增强效果。文章综述了玄武岩纤维增强地聚物复合材料(Basalt Fiber Reinforced Geopolymer Composite, BFRGPC)的研究进展,包括玄武岩纤维掺量在GPC工作性能、力学性能和耐久性能方面的影响,并对目前存在的问题提出了建议,便于将来更好地应用BFRGPC。
Abstract: Geopolymer composite (GPC) is considered a good alternative to conventional cement due to its high early strength and good environmental benefits. However, due to the high brittleness of GPC itself, the poor crack resistance limits its application to a certain extent. In order to improve the toughness of GPC, a certain amount of fiber is usually added to GPC, of which basalt fiber plays a very good auxiliary strengthening effect in GPC because of its low cost, high strength, strong corrosion resistance, and good adhesion with other materials of concrete. This paper reviews the research progress of the Basalt Fiber Reinforced Geopolymer Composite (BFRGPC), including the effects of basalt fiber content on the working properties, mechanical properties and durability of GPC. Some suggestions on the existing problems are put forward to facilitate the better application of BFRGPC in the future.
文章引用:蒋玉恒, 章文姣, 陈涛. 玄武岩纤维增强地聚物材料的研究进展[J]. 土木工程, 2024, 13(12): 2199-2206. https://doi.org/10.12677/hjce.2024.1312242

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