高速铁路钢轨预打磨策略及伤损发展特征
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张聪聪(1995—),男,硕士研究生,研究方向为轨道养护维修。

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U213.4+2

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国家自然科学基金资助项目(51678445,51878661)


Research on the Rail Pre-grinding Strategy and Growth Characteristics of Rail Defects in High-Speed Railway
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    摘要:

    针对高速铁路预打磨钢轨进行磨耗和疲劳裂纹萌生仿真预测和现场跟踪试验,对预打磨钢轨的实施效果、伤损类型和发展特征进行了分析。 分析结果表明,实施特殊型面的新轨预打磨能有效地控制轮轨接触点的位置和接触宽度,获得较好的轮轨关系。 预打磨后的钢轨在运营中主要受磨耗影响,磨耗呈线性增加的趋势,外轨磨耗分布在轨头-10°~ 60°范围,内轨磨耗分布在轨头中心±10°范围。 运营大约 1 年,部分地段的外轨预打磨型面被磨耗所改变,轮轨接触状态恶化,高速铁路预防性打磨周期可以在 1~1.5 年内实施。

    Abstract:

    The development of pre-grinding new rail in high-speed railway was researched by simulation of wear and rolling contact fatigue (RCF) crack and field test. The effect of pre-grinding, defects of rail and their growth characteristics were analyzed. The results show the pre-grinding rail with special designed profile can control wheel/rail contact location and width of contact band to get excellent wheel/rail interaction. The pre-grinding rail was mainly affected by wear which had linear growth trend with the accumulation of operation time. The distri- bution of wear around the railhead in high and low rails was -10°~ 60° and ±10°respectively. After about 1 year operation, the special profile of high rail was changed by wear which deteriorated the wheel/rail contact condition and caused two-point contact in the high rail. It is recommended the preventive grinding interval is 1~1.5 years.

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张聪聪,周宇,黄旭炜,木东升,韩延彬.高速铁路钢轨预打磨策略及伤损发展特征[J].华东交通大学学报,2019,36(2):33-40.

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  • 在线发布日期: 2021-05-31
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