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液压支架主要承载构件焊接残余应力对比分析

Comparative analysis of residual stress of main components of hydraulic support

  • 摘要: 针对综合机械化采煤工程中的安全性问题,以高强钢液压支架的掩护梁和底座为研究对象,应用X射线法对焊后及热处理后的残余应力水平进行评价.对液压支架掩护梁和底座在焊接后热处理后进行两次残余应力现场实测,分别选择各构件特殊部位6~10个区域(40多个测点)进行研究,定量给出了残余应力的总体水平及应力分布规律.结果表明,焊接后底座应力水平普遍高于掩护梁,最高应力为429.4 MPa(0.62ReL),掩护梁最高应力为348 MPa(0.50ReL).经过整体热处理,残余应力明显下降,底座及掩护梁残余应力最大值降幅为37%及71%;平均值降幅为46%及76%,新型热处理工艺对降低焊接残余应力有显著效果.

     

    Abstract: Based on the safety problem of comprehensive mechanical mining,taking shield beam and base of hydraulic support as the research objects,the residual stress level is estimated by X-ray method.Tests were carried out on shield beam and base twice before and after heat treatment,and each component was selected multiple areas (more than 40 measuring points) to get the overall level of residual stress and its distribution.The results indicate that welding residual stress in base is higher than that in shield beam before heat treatment,the maximum value is 429.4 MPa(0.62 ReL),while the maximum value in shield beam is 348 MPa(0.50 ReL).After heat treatment,the residual stress level decreases significantly,the maximum values of base and shield beam decrease by 37% and 71%,respectively; and the average values decrease by 46% and 76%,respectively.The results show that new heat treatment process has significant effect on reducing residual stress.

     

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