首页|安钢风电塔筒用Q420NC钢板焊接适应性评价

安钢风电塔筒用Q420NC钢板焊接适应性评价

EVALUATION OF WELDING ADAPTABILITY OF Q420NC STEEL PLATE FOR WIND POWER TOWER CYLINDER

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基于中国行业标准对安钢生产的风电塔筒用 Q420NC 钢进行了焊接适应性评价,采用塔筒焊接常用的GMAW+SAW 新型焊接工艺.焊前对焊接用试板进行了力学性能检测,焊后对焊接接头进行力学性能试验,并进行了疲劳极限试验.试验结果表明,焊接接头各项性能均满足承压设备焊接工艺评定的相关标准要求,并通过疲劳极限试验获得了其在应力比为 0.5 时的疲劳极限曲线,当加载循环基数设定为 107 次时,焊接接头的极限疲劳应力约为255 MPa,当存活率为97.7%时,其极限疲劳应力约为205 MPa.
Based on the Chinese industry standard,the welding adaptability evaluation of Q420NC steel for wind turbine tower cylinder at Anyang Steel was conducted using the GMAW+SAW new welding process commonly used for tower drum welding.Before welding,the mechanical properties of the welding test plate were tested,and after welding,the mechanical properties of the welded joint were tested,and fatigue limit tests were conducted.The test results showed that the various properties of the welded joint met the relevant standard requirements for pressure equipment welding process evaluation,and the fatigue limit curve was obtained through fatigue limit tests at a stress ratio of 0.5.When the loading cycle base was set to 107 times,the ultimate fatigue stress of the welded joint was approximately 255 MPa,and when the survival rate was 97.7%,its ultimate fatigue stress was approximately 205 MPa.

Wind power tower cylinderQ420NCSoldered jointMechanical propertyProcessing propertyEndurance limit

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安阳钢铁集团有限责任公司

风电塔筒 Q420NC 焊接接头 力学性能 工艺性能 疲劳极限

2023

河南冶金
河南省金属学会安阳钢铁集团有限责任公司

河南冶金

影响因子:0.16
ISSN:1006-3129
年,卷(期):2023.31(5)
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