S31603不锈钢与Q420qENH耐候钢复合钢板应用试验研究

Research on application test of S31603 stainless steel and Q420 weathering steel clad plate

  • 摘要:
    目的 旨在对新近研发的S31603奥氏体不锈钢与Q420qENH耐候钢复合钢板进行应用试验研究。
    方法 通过焊接热影响区最高硬度试验、斜Y坡口焊接裂纹试验,评价钢板的焊接性能,并针对复合钢板的不同应用情景,进行焊接工艺评定试验,利用力学性能测试、金相分析等方法,对焊接接头进行了研究。
    结果 结果表明,板厚3 mm+16 mm的S31603+Q420qENH复合钢板基层侧焊接热影响区最高硬度为287 HV10,低于350 HV10;在不预热条件下,斜Y坡口焊接裂纹试件焊缝表面及断面未发现裂纹;焊接工艺评定试验结果合格,焊缝未发现不良组织;覆层晶间腐蚀试验合格。
    结论 S31603+Q420qENH复合钢板无焊接淬硬倾向,焊前不需预热,焊接性良好,焊接工艺评定试验结果符合《铁路钢桥制造规范》要求,试验结果可作为实桥应用编制焊接工艺的依据。

     

    Abstract: Objective The aim was to conduct application experimental research on the newly developed S31603 austenitic stainless steel and Q420qENH weathering steel clad steel plate. Methods Welding performance of steel plates was evaluated through the highest hardness test of welding heat affected zone and oblique Y-groove welding crack test. Welding procedure qualification test were conducted for different application scenarios of clad steel plates. Mechanical performance testing, metallographic analysis and other methods were used to study welded joints. Results The results showed that the highest hardness of welding heat affected zone on the base side of S31603+Q420qENH clad steel plate with a thickness of 3 mm+16 mm was 287 HV10, which was lower than 350 HV10. Under the condition of no preheating, no cracks were found in the weld surface and section of the inclined Y-groove welding crack specimen. Welding procedure qualification test was qualified, and no adverse microstructure was found in the weld. The intergranular corrosion test of the cladding was qualified. Conclusion S31603+Q420qENH clad steel plate had no tendency for welding hardening, did not require preheating before welding, had good weldability, and welding procedure qualification test results met the requirements of “Code for fabrication of railway steel bridge”. The test results could be used as a basis for preparing welding processes for actual bridge applications.

     

/

返回文章
返回