排水不净对304L不锈钢水下局部干法TIG搭接焊的影响

Effect of unclean drainage on underwater local dry TIG lap welding of 304L stainless steel

  • 摘要:
    目的 水下局部干法焊接是实现水下高质高效焊接的有效手段,但局部干燥区的水分很难保证完全排净,针对残留水分会导致焊缝成形变差这一问题,对残留水分的影响机理和排水不净情况下的焊接温度场进行研究。
    方法 以6 mm厚304L不锈钢为试验材料,开展局部干燥区不同水分残留情况(有/无水膜)下的非熔化极惰性气体保护(Tungsten inert gas welding, TIG)焊搭接试验,焊后观察焊缝宏观形貌并制作金相试样,通过显微镜观察焊缝截面成形及其微观组织;建立有限元模型、温度场模型和不同环境湿度下的对流换热模型,对焊接过程进行温度场模拟,验证温度场准确性,并对温度场计算结果进行分析。
    结果 结果表明,在合适的焊接参数下,局部干燥区有/无水膜均能获得表面质量良好、内部缺陷较少的焊缝。不同的是,有水膜的焊缝截面尺寸略小于无水膜的;模拟温度场的峰值温度位于合理的电弧焊峰值温度区间(1 700 2 300 ℃),焊缝截面的最大模拟误差为7.5%,表明模拟温度场具有较高的可靠性;观测点温度变化曲线表明,无水膜时焊缝中心温度峰值比有水膜时高121.68 ℃,冷却速度比有水膜时慢13.63 ℃/s , 这是因为干燥区的残留水分在焊接热输入的作用下沸腾、蒸发,使焊接过程中能量损耗加大、能量利用率降低,同时蒸发产生的水汽增大了空气湿度,从而增强了焊接过程的对流换热,进一步增大了焊接能量损失,最终导致焊缝截面的熔宽、熔深减小。
    结论 局部干燥区排水不净时,较少的残留水分仍对焊接过程和焊接结果有很大影响,文中仅就其对焊缝成形的影响机理做了相关工作,以期对排水不净的深入研究提供数据参考和理论支持。

     

    Abstract: Objective Underwater local dry welding is an effective means to achieve high-quality and efficient underwater welding. However, it is difficult to ensure complete drainage of moisture in the local dry area. To address the problem that residual moisture can lead to poor weld formation, the mechanism of residual moisture and the welding temperature field under unclean drainage are studied. Methods Using 6 mm thick 304L stainless steel as the test material, TIG lap tests are conducted under different residual moisture conditions (with/without water film) in the local drying area. After welding, macromorphology welds are observed and metallographic specimens are made. The cross-sectional formation and microstructure of the weld is observed under a microscope. Finite element models, temperature field models and convective heat transfer models are established under different environmental humidity levels. The temperature field during the welding process is simulated. The accuracy of the temperature field is verified. Moreover, the calculation results of the temperature field is analyzed. Results The results indicate that, under appropriate welding parameters, welds with good surface quality and fewer internal defects can be obtained in both locally dry areas with/without water film. The difference is that the cross-sectional size of the weld with water film is slightly smaller than that without water film. The peak temperature of the simulated temperature field is located in a reasonable range of arc welding peak temperature (17002300 ℃), and the maximum simulation error of the weld section is 7.5%, indicating that the simulated temperature field has high reliability. The temperature change curve of the observation point shows that the peak temperature at the center of the weld is 121.68 ℃ higher and the cooling rate is 13.63 ℃/s slower when there is no water film than when there is water film. The residual moisture in the dry area boils and evaporates under the action of welding heat input, which increases energy loss and reduces energy utilization efficiency during the welding process. At the same time, the water vapor is generated by evaporation increases the air humidity, thereby enhancing the convective heat transfer during the welding process, further increasing the welding energy loss, and ultimately leading to a decrease in the fusion width and depth of the weld cross-section. Conclusion When the drainage in the local dry area is not clean, the less residual moisture still has a significant impact on the welding process and welding results. This article only focuses on the mechanism of its impact on weld formation, it is expected to provide data reference and theoretical support for in-depth research on unclean drainage.

     

/

返回文章
返回