滕玉林,谢金鹏,陈善义. 直流线路耐张线夹内部导线损伤机理分析[J]. 失效分析与预防,2026,21(2):173-178. doi: 10.3969/j.issn.1673-6214.2026.02.009
    引用本文: 滕玉林,谢金鹏,陈善义. 直流线路耐张线夹内部导线损伤机理分析[J]. 失效分析与预防,2026,21(2):173-178. doi: 10.3969/j.issn.1673-6214.2026.02.009
    TENG Yulin,XIE Jinpeng,CHEN Shanyi. Damage mechanism analysis of internal conductor in strain clamp of direct current transmission line[J]. Failure analysis and prevention,2026,21(2):173-178. doi: 10.3969/j.issn.1673-6214.2026.02.009
    Citation: TENG Yulin,XIE Jinpeng,CHEN Shanyi. Damage mechanism analysis of internal conductor in strain clamp of direct current transmission line[J]. Failure analysis and prevention,2026,21(2):173-178. doi: 10.3969/j.issn.1673-6214.2026.02.009

    直流线路耐张线夹内部导线损伤机理分析

    Damage Mechanism Analysis of Internal Conductor in Strain Clamp of Direct Current Transmission Line

    • 摘要: 特高压直流输电线路耐张线夹内部钢芯发生断裂。本文通过对断裂钢芯开展材质分析、力学性能检测、断口形貌观察及金相检验,同时对失效线夹进行外观尺寸测量、压接痕迹对比分析,并通过压接验证实验与仿真计算,确定耐张线夹内部钢芯的断裂性质及原因。结果表明:导线内部钢芯断裂性质为韧性断裂。线夹在压接过程中因采用“导线侧—钢锚侧—导线侧”的跳跃式压接顺序,导致压接过程中耐张线夹内部钢芯产生应力集中,在线路运行期间因承受风载、覆冰等外力作用进而导致内部钢芯发生断裂。建议对大截面导线进行压接施工时应严格执行压接工艺,采用从导线侧向钢锚侧依次顺序进行压接。

       

      Abstract: The steel core inside the strain clamp of ultra-high voltage direct current transmission line fractured. As for the fractured steel core, chemical composition analysis, mechanical properties testing, fracture analysis and metallographic examination were carried out. In addition, the crimping process was analyzed and studied by the methods of appearance size inspection and crimping trace comparison of the failed strain clamp, and crimping verification experiment and simulation calculation analysis were carried out on the judgment results. The results show that the fracture of the steel core in the conductor is ductile fracture. During the crimping process, due to the jump crimping sequence of “conductor side—steel anchor side—conductor side”, stress concentration occurred to the inner steel core of the strain clamp during the crimping process. The internal steel core fractured due to the external forces such as wind load and ice covering during the service of the line. It is suggested that the crimping process should be strictly implemented during crimping large cross-section conductors, and the crimping process of “crimping sequentially from steel anchor side to conductor side” should be adopted.

       

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