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引用次数: 8
摘要
矿井井下环境中顶板锚杆的腐蚀会对地面控制产生不利影响,直接关系到作业人员的安全。以往的研究表明,顶板锚杆的应力腐蚀开裂(SCC)是煤矿井下存在的一个重要问题,会导致锚杆过早失效。然而,美国的地下煤矿并没有对其进行认真的研究。作为初步研究,在应力腐蚀条件下研究了美国矿山中最常用的锚杆材料ASTM a 615 60级钢。为此采用ASTM G30标准,并在模拟煤矿条件下进行了试验。在测试180天的样品中观察到SCC。从EDS数据中发现氯化物SCC (ClSCC)是导致裂纹产生的腐蚀机制。本文主要讨论了试验方案、初步试验的不足,并根据观察结果提出了建议。
Stress corrosion testing of roof bolt grade 60 steel in simulated underground coal mine atmosphere
ABSTRACT Corrosion of roof bolts in underground mine environments could have an adverse impact on ground control, which is directly related to workforce safety. Past studies state that stress corrosion cracking (SCC) of roof bolts is a significant problem in underground coal mines, resulting in premature bolt failures. However, it has not been seriously studied in U.S. underground coal mines. As a preliminary study, the most common roof bolt material used in U.S. mines, ASTM A 615 Grade 60 steel, was studied under stress corrosion conditions. ASTM G30 standard was applied to achieve this and tested in the simulated coal mine conditions. SCC was observed on samples that were tested for 180 days. Chloride SCC (ClSCC) was found to be the corrosion mechanism resulting in cracks from the EDS data. This paper mainly discusses the test protocol, shortcomings of this preliminary testing and makes recommendations based on the observations and results.