在冷解条件下混凝土的碳化深度和微观结构之间的关系
Shuhua Zhang1,2, Guangrong Tan1, Zhiqiang Qi1
1The Seventh Geological Brigade of Hubei Geological Bureau, Yichang 443000, China.
Materials (Basel, Switzerland)
|January 8, 2025
概括
冷解周期 (FTC) 加快了混凝土的碳化,但碳化产品可以填补微裂,增强强度和耐用性. 控制孔径分布是改善混凝土尺寸的关键.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 混凝土结构的耐用性
背景情况:
- 寒冷地区的混凝土结构面临着融周期 (FTC) 和碳化的退化.
- 这些因素的结合可能导致结构过早失效.
研究的目的:
- 在FTC条件下调查混凝土碳化性能的演变.
- 分析FTC对混凝土碳化影响的机制及其与孔隙结构的关系.
主要方法:
- 在接受FTC的混凝土样本上进行了加速碳化实验.
- 测量包括碳化深度,相对动态弹性模量 (RDEM),压力强度,多孔性和毛孔大小分布.
主要成果:
- 发现FTC可以加速混凝土中的碳化反应.
- 碳化产品部分填补了冷解引起的微裂,提高了压力强度和RDEM.
- 由于巨孔 (>1000 nm) 的减少和过渡孔 (≤10 nm) 的增加,孔隙性下降.
结论:
- 碳化可以通过填补微裂和改善机械性能来减轻混凝土的融损伤.
- 优化毛孔结构,特别是减少大毛孔和增加过渡毛孔,可以提高FTC下的碳化耐用性.
- 在FTC中建立了碳化深度和孔隙结构之间的关系,提供了有价值的参考数据.
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