Wu Saisai, Zhang Wanyi, Chen Jianhang, Skrzypkowski Krzysztof, Zagórski Krzysztof, Zagórska Anna
Shanxi Key Laboratory of Geotechnical and Underground Space Engineering, School of Resources Engineering, Xi'an University of Architecture & Technology, Xi'an 710055, China.
School of Energy and Mining Engineering, China University of Mining and Technology, Beijing 100083, China.
Materials (Basel). 2024 Jul 18;17(14):3563. doi: 10.3390/ma17143563.
Due to the intricate and volatile nature of the service environment surrounding prestressing anchoring materials, stress corrosion poses a significant challenge to the sustained stability of underground reinforcement systems. Consequently, it is imperative to identify effective countermeasures against stress corrosion failure in cable bolts within deep underground environments, thereby ensuring the safety of deep resource extraction processes. In this study, the influence of various coatings on the stress corrosion resistance of cable bolts was meticulously examined and evaluated using specifically designed stress-corrosion-testing systems. The specimens were subjected to loading using four-point bending frames and exposed to simulated underground corrosive environments. A detailed analysis and comparison of the failure patterns and mechanisms of specimens coated with different materials were conducted through the meticulous observation of fractographic features. The results revealed stark differences in the stress corrosion behavior of coated and uncoated bolts. Notably, epoxy coatings and chlorinated rubber coatings exhibited superior anti-corrosion capabilities. Conversely, galvanized layers demonstrated the weakest effect due to their sacrificial anti-corrosion mechanism. Furthermore, the effectiveness of the coatings was found to be closely linked to the curing agent and additives used. The findings provide valuable insights for the design and selection of coatings that can enhance the durability and reliability of cable bolts in deep underground environments.
由于预应力锚固材料所处服务环境复杂多变,应力腐蚀对地下加固系统的持续稳定性构成了重大挑战。因此,必须找出针对深部地下环境中锚索应力腐蚀失效的有效对策,从而确保深部资源开采过程的安全。在本研究中,使用专门设计的应力腐蚀测试系统,对各种涂层对锚索抗应力腐蚀性能的影响进行了细致研究和评估。通过四点弯曲框架对试样施加荷载,并使其暴露于模拟地下腐蚀环境中。通过对断口特征的细致观察,对不同材料涂层试样的失效模式和机理进行了详细分析和比较。结果显示,有涂层和无涂层螺栓的应力腐蚀行为存在显著差异。值得注意的是,环氧涂层和氯化橡胶涂层表现出卓越的防腐能力。相反,镀锌层因其牺牲防腐机制而效果最弱。此外,还发现涂层的有效性与所用固化剂和添加剂密切相关。这些研究结果为设计和选择能够提高深部地下环境中锚索耐久性和可靠性的涂层提供了宝贵见解。