首页|Q345qNH耐候桥梁钢连续冷却转变行为探讨

Q345qNH耐候桥梁钢连续冷却转变行为探讨

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针对当前Q345qNH耐候桥梁钢的研究,采用Formastor-FⅡ相变仪,测试了含Nb、V的Q345qNH钢不同冷却速率下发生相转变的温度、时间,分析了显微金相组织、硬度值和相变过程,并构建了 Q345qNH钢的CCT曲线.结果表明:当冷却速率为0.3~2℃/s时,试验钢组织主要为珠光体和铁素体;冷却速率为2~3 ℃/s时,试验钢组织由均匀的珠光体+铁素体+少量的粒状贝氏体组成;冷却速率为3~20 ℃/s时,试验钢组织由均匀的铁素体基体和均匀的粒状贝氏体组成;随着冷却速率的提高,20~50 ℃/s冷速区间,以铁素体+粒状贝氏体为主导,微观组织中出现板条状贝氏体.硬度和微观组织的关系曲线可以分为3个阶段:铁素体细晶强化阶段、粒状贝氏体增量强化阶段和贝氏体板条形态强化阶段.
Discussion about continuous cooling transformation behavior of Q345qNH weathering bridge steel
The Q345qNH weathering bridge steel was investigated.The phase transition temperature and time of Q345qNH weathering bridge steel containing Nb and V at different cooling rates were measured using Formastor-F Ⅱ phase transforma-tion tester.The metallographic microstructure,hardness and transformation process were analyzed,and the continuous cool-ing transformation(CCT)curve of Q345qNH steel was created.The results showed that the microstructure of tested steel was mainly composed of pearlite and ferrite when the cooling rate was 0.3-2 ℃/s.As the cooling rate was 2-3 ℃/s,the microstructure was composed of uniform pearlite+ferrite+a small amount of granular bainite.When the cooling rate was 3-20 ℃/s,the microstructure of tested steel was mainly composed of uniform ferrite matrix+uniform granular bainite.When the cooling rate was further increased to 20-50 ℃/s,the lath bainite appeared in the microstructure,but the ferrite and granular bainite were dominant.The relationship between hardness and microstructure could be divided into three sta-ges:the stage of ferrite refined crystalline strengthening,the stage of granular bainite incremental strengthening,and the stage of bainite strip morphology strengthening.

weathering bridge steeltissue transition temperaturetransformation timehardnessCCT curve

刘阿娇、姚慧琴、王敬忠、陈晓山

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钢研纳克检测技术股份有限公司,北京 100081

西安建筑科技大学冶金工程学院,陕西西安 710055

新疆八一钢铁股份有限公司制造管理部,新疆乌鲁木齐 830022

耐候桥梁钢 组织转变温度 转变时间 硬度 CCT曲线

2024

物理测试
中国钢研科技集团有限公司

物理测试

影响因子:0.363
ISSN:1001-0777
年,卷(期):2024.42(1)
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