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作 者:陈硕晖[1] 傅彦青[2] 杨丹 邹建磊 刘扬 CHEN Shuo-hui;FU Yan-qing;YANG Dan;ZOU Jian-lei;LIU Yang(BCEG No.3 Construction Engineering Co.,Ltd.,Beijing 100044,China;Central Research Institute of Building&Construction Co.,Ltd.,MCC Group,Beijing 100088,China;Beijing Construction Engineering Group Co.,Ltd.,Beijing 100055,China;Beijing Mechanized Construction Group Co.,Ltd.,Beijing 102628,China)
机构地区:[1]北京市第三建筑工程有限公司,北京100044 [2]中冶建筑研究总院有限公司,北京100088 [3]北京建工集团有限责任公司,北京100055 [4]北京市机械施工集团有限公司,北京102628
出 处:《焊接技术》2021年第9期48-51,I0012,共5页Welding Technology
摘 要:为研究Q355C钢板的超低温焊接工艺,进行了-20℃超低温环境下的焊接工艺方案设计,并完成了相应的焊接工艺评定试验。对焊后Q355C钢板进行了焊接接头力学性能测试及金相组织观察分析。结果表明:25 mm厚Q355C钢板在超低温环境下,焊前进行40℃预热,层间温度控制在40~250℃之间,焊后进行250℃×2 h的加热和保温缓冷,焊接接头拉伸、弯曲等各方面力学性能满足规范要求;焊缝处金相组织为先共析铁素体(PF)+侧板条铁素体(FSP)+针状铁素体(AF);热影响区粗晶区晶粒粗大、硬度较高,但没有出现淬硬组织。In order to study the ultra-low temperature welding process of Q355 C steel, the welding process scheme was designed at-20 ℃ and the corresponding welding process qualification test was completed. The mechanical properties and metallographic structure of welded joint of Q355 C steel were tested and analyzed. The results showed that Q355 C steel plate with thickness of 25 mm was preheated at 40 ℃ before welding, the interpass temperatu was controlled at40~250 ℃, and heated at 250 ℃×2 h after welding. The tensile, bending and mechanical properties of welded joints met the requirements of the specification. The metallographic structure of the weld was proeutectoid ferrite(PF) +side lath ferrite(FSP) +acicular ferrite(AF). The coarse grain zone in HAZ was coarse in grain size and high in hardness, but there was no hardened structure.
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