不同焊接速度的建筑钢结构T形接头性能研究

WANG Z Z, ZHANG J, SUN G H, et al. Effect of Ultrasonic Impact on Microstructure and Hardness of Thick Plate Dissimilar Steel T-type Welded Joints J. Materials For Mechanical Engineering, 2023,47 (11): 6-11

  • 摘要: 选取Q345级钢材作为研究对象,探究不同焊接速度下建筑钢结构T形接头性能。通过Hypermesh软件进行建模,系统分析了300mm/min、400mm/min和500mm/min三种焊接速度对T形焊接接头残余应变及整体性能的影响。结果显示,300mm/min的焊接速度导致焊缝区域温度过高,增加了接头受损的风险;而500mm/min的焊接速度则因热输入不足,加大了操作难度并可能影响焊接质量。相比之下,400mm/min的焊接速度被证实为最优选择,其不仅能有效控制残余应变(低于0.025),减少径向位移,增强结构稳定性,还能保持优异的显微硬度,从而全面提升焊接接头的综合性能。因此,本研究建议在建筑装配式钢结构T形焊接接头中,优先采用400mm/min的焊接速度,以最大化接头性能并最小化残余应变。

     

    Abstract: Selecting Q345 grade steel as the research object, this study explores the performance of T-shaped joints in building steel structures under different welding speeds. Using Hypermesh software for modeling, the system analyzed the effects of three welding speeds of 300mm/min, 400mm/min, and 500mm/min on the residual strain and overall performance of T-shaped welded joints. The results showed that a welding speed of 300mm/min caused excessive temperature in the weld area, increasing the risk of joint damage; The welding speed of 500mm/min increases the difficulty of operation and may affect the welding quality due to insufficient heat input. In contrast, a welding speed of 400mm/min has been proven to be the optimal choice, which not only effectively controls residual strain (below 0.025), reduces radial displacement, enhances structural stability, but also maintains excellent microhardness, thereby comprehensively improving the comprehensive performance of the welded joint. Therefore, this study suggests prioritizing the use of a welding speed of 400mm/min in T-shaped welded joints of prefabricated steel structures in order to maximize joint performance and minimize residual strain.

     

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