高耐候性低屈强比Q500qENH厚板桥梁钢开发

Development of heavy plate bridge steel with High weather resistance and low yield ratiofor Q500qENH

  • 摘要: 为开发满足高耐候性、低屈强比要求的Q500qENH桥梁钢厚板,本研究采用“低碳高合金成分+冷却工艺+回火热处理”的生产工艺进行试制。通过拉伸、冲击及焊接实验,结合扫描电镜及金相显微镜,系统分析了热处理后钢板的力学性能与显微组织。研究结果表明,回火后钢板的显微组织以贝氏体+针状铁素体为主,且断面形貌表现为韧性断裂。此外,钢板横、纵向拉伸性能与低温冲击性能均优于标准要求,韧脆转变温度在-50 ℃~-60℃之间,兼具低屈服比、高耐候性及优异的低温冲击韧性。同时,钢板表现出优良的焊接性能,其焊接接头各区域的力学性能皆满足技术标准。

     

    Abstract: To develop Q500qENH bridge steel heavy plates meeting the requirements of high weather resistance and low yield ratio, this study conducted trial production using the production process of "low-carbon high-alloy composition + cooling process + tempering heat treatment". Through tensile, impact, and welding tests, combined with scanning electron microscopy and metallographic microscopy, the mechanical properties and microstructure of the steel plates after heat treatment were systematically analyzed.The results show that the microstructure of the tempered steel plates is mainly composed of bainite and acicular ferrite, and the fracture morphology presents ductile fracture. In addition, the transverse and longitudinal tensile properties and low-temperature impact properties of the steel plates are better than the standard requirements, with the ductile-brittle transition temperature ranging from -50 ℃ to -60 ℃, exhibiting low yield ratio, high weather resistance, and excellent low-temperature impact toughness. Meanwhile, the steel plates show excellent welding performance, and the mechanical properties of each region of the welded joints meet the technical standards.

     

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