焊接热输入对Q370qE桥梁钢双丝埋弧焊接头组织及性能的影响

    Effects of Welding Heat Input on Microstructure and Properties of Twin-wire Submerged Arc Welded Joints for Q370qE Bridge Steel

    • 摘要: 针对耐大焊接热输入Q370qE桥梁钢,进行了53~150 kJ/cm热输入对接双丝埋弧焊试验,研究了不同热输入下焊接接头的组织及性能。结果表明:随着热输入从53 kJ/cm增至150 kJ/cm,焊缝中心原奥氏体晶粒平均宽度从166μm长大至221μm、先共析铁素体占比从30.2%提高到51.9%、针状铁素体占比由69.8%减少至48.1%;接头热影响区及其粗晶区的平均宽度分别提高42.3%和507.6%,针状铁素体和粒状贝氏体明显减少;热输入为150 kJ/cm时,接头发生软化,接头抗拉强度和低温冲击韧性降至标准值以下,冲击断口的断裂形式为准解理断裂。在100 kJ/cm热输入时,30 mm厚桥梁钢只需正反面坡口各焊1道即可实现全熔透焊接;并且接头力学性能都能满足规范要求,因此,100k J/cm可作为该Q370qE桥梁钢高效焊接工程应用的最大许用焊接热输入。

       

      Abstract: Butt twin-wire submerged arc welding tests under 53-150 kJ/cm welding heat inputs were conducted on Q370qE bridge steel that can resist high welding heat input, and the microstructure characteristics and mechanical properties of the welded joints under various welding heat inputs were also investigated. The experimental results show that the average width of original austenite grains at the center of weld seams grows from 166 μm to 221 μm as the welding heat input increases from 53 kJ/cm to 150 kJ/cm, and the area proportion of proeutectoid ferrite increases from 30.2% to 51.9%, while the area proportion of acicular ferrite decreases from 69.8% to 48.1%. Meanwhile, the average widths of heat affected zone and its coarse-grained zone in welded joints respectively increase by 42.3% and 507.6%, and the contents of acicular ferrite and granular bainite reduce obviously. After increasing the welding heat input to 150 kJ/cm, the welded joint shows obvious softening, while its tensile strength and low-temperature impact toughness fall below the standard values. Meanwhile, the impact fracture surfaces of weld metal and heat affected zone present typical quasi-cleavage fracture characteristics.Furthermore, a full penetration Q370qE bridge steel welded joint of 30 mm thickness can be obtained by respectively welding one pass in the groove of both sides under 100 kJ/cm welding heat input, in which the overall mechanical properties of the welded joint meet the specification requirements. Therefore, the maximum permissible welding heat input of the Q370qE bridge steel can reach nearly 100 kJ/cm in the efficient welding engineering application of future.

       

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