(1 北京建工集团有限责任公司, 北京 100055; 2 河北省土木工程灾变控制与灾害应急重点实验室, 廊坊 065201; 3 华北科技学院建筑工程学院, 廊坊 065201)

摘要: 针对北京工人体育场改造复建冬季现场低温环境下高强厚板复杂钢结构焊接作业难度大的问题,开展了-15℃低温环境 Q460GJC 厚板焊接接头温度场、显微组织、力学性能模拟和工艺试验研究. 结果表明:预热温度为170℃时,焊接开始时,V 形坡口斜面端温度比直端低,实测温度前三层焊接后温度比预热温度低,第 6 层焊接后温度趋于一致,略高于预热温度,实际温度比模拟温度略低 20℃左右,均小于 225℃ 的要求值;模拟焊接后,焊缝处的组织主要由铁素体、珠光体和贝氏体组成,铁素体占 50%左右;通过显微组织观察,焊缝区主要是铁素体与珠光体,表层区主要是铁素体与球状珠光体,中心层区出现了板条状珠光体,热影响区组织为铁素体+贝氏体;显微硬度范围 188~ 275HV,焊缝极限强度值在 640MPa 左右;通过对比模拟结果与实测结果,基于焊接热模拟及焊接冶金基础理论可有效实现高强钢厚板焊接组织性能预测分析.

关键词: 北京工人体育场; 改造复建; 高强度钢; 低温焊接; 焊接模拟仿真

中图分类号:TU511. 3 文献标志码:A 文章编号:1002-848X(2023)06-0031-09

DOI:10. 19701 / j. jzjg. ZJ220110

Simulation and experimental study on low temperature welding of high strength thick plate steel in Beijing Workers Stadium

LI Xin1, WANG Meng1, ZHUANG Baotong2,3, XU Wenhan1

(1 Beijing Construction Engineering Group Co. , Ltd. , Beijing 100055, China; 2 Hebei Key Laboratory of CivilEngineering Catastrophe Control and Disaster Emergency Response, Langfang 065201, China; 3 ArchitecturalEngineering College, North China Institute of Science and Technology, Langfang 065201, China)

Abstract: In order to solve the problem of difficult welding operation of complex steel structure of high strength thick plateunder low temperature environment in the reconstruction of Beijing Workers Stadium in winter, the temperature field,microstructure, mechanical properties simulation and process test of welded joint of Q460GJC thick plate in - 15℃ lowtemperature environment were carried out. Results show that when the preheating temperature is 170℃ , the temperature ofV groove welding bevel end is lower than the straight side at the beginning. The measured temperature of the first threelayer after welding is lower than the preheating temperature while the temperature after the sixth layer tends to be same andis slightly higher than the preheating temperature. The actual temperature are all lower than the required value of 225℃ andabout 20℃ lower than the simulated temperature. After simulated welding, the microstructure of the weld joint is mainlycomposed of ferrite, pearlite and bainite, with ferrite accounting for about 50%. According to the microstructureobservation, the microstructure of weld zone is mainly ferrite and pearlite, the surface zone is mainly ferrite and sphericalpearlite, the central layer of the plate is lamellar pearlite, the heat affected zone is ferrite+bainite. The microhardnessrange is 188~ 275HV, and the ultimate strength of the weld joint is about 640MPa. By comparing the the measured resultswith simulation results, the prediction analysis of welding microstructure and properties of high strength thick steel plate canbe effectively realized based on welding thermal simulation and basic theory of welding metallurgy.

Keywords:Beijing Workers Stadium; rehabilitation and reconstruction; high strength steel; low temperature welding;welding simulation

第一作者:李欣,硕士,高级工程师,主要从事大型公建项目建造及施工研究,Email:1710941523@ qq. com.

[引用本文] 李欣,王猛,庄宝潼,等. 北京工人体育场高强度厚板钢低温焊接仿真与试验研究[ J]. 建筑结构,2023,53( 6): 31-39, 82. LI Xin, WANG Meng, ZHUANG Baotong, et al. Simulation and experimental study on lowtemperature welding of high strength thick plate steel in Beijing Workers Stadium[J]. Building Structure,2023,53(6):31-39,82.