评估混凝土铁路连接器的过早故障:来自巴西的案例研究
Eliane Betânia Carvalho Costa1, Maria Eduarda Guedes Coutinho1, Rondinele Alberto Dos Reis Ferreira1
1Faculty of Civil Engineering, University Federal of Uberlandia, Uberlandia 38408-100, MG, Brazil.
Materials (Basel, Switzerland)
|July 12, 2025
概括
由于-反应和硫酸盐攻击,混凝土铁路纽带退化,由内部应力和水分加快. 这大大降低了它们的机械强度,影响了铁路基础设施的维护.
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
- 地质技术工程 地质技术工程
背景情况:
- 预压混凝土铁路连接对于全球铁路基础设施至关重要.
- 过早的恶化会影响这些纽带的长期性能和安全性.
- 了解退化机制对于有效维护基础设施至关重要.
研究的目的:
- 为了调查在巴西经过十年的自然暴露后,预应力混凝土铁路纽带的退化情况.
- 识别带恶化的主要原因和促成因素.
- 评估对机械性能的影响和对维护的影响.
主要方法:
- 物理财产评估.
- 石化学和X射线衍射 (XRD).
- 扫描电子显微镜/能量分散光谱 (SEM/EDS).
主要成果:
- 恶化是由-反应 (ASR) 和硫酸盐攻击引起的.
- 证据包括 (N,C)ASH凝,石和裂中的加密晶体材料.
- 预应力和湿度加速了降解,在一组中,机械强度降低了66%.
结论:
- 内部胀反应 (ASR) 和水分协同加快了混凝土粘结的恶化.
- 低压力和排水不足的条件加剧了退化.
- 这些发现突出了对铁路基础设施维护战略的关键影响.
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