• CN:11-2187/TH
  • ISSN:0577-6686

›› 2013, Vol. 49 ›› Issue (18): 140-143.

• 论文 • 上一篇    下一篇

预制应力法控制核电站钢衬里筒体壁板焊接变形的研究

史春元;王建国;金成;孟庆元   

  1. 大连交通大学材料科学与工程学院;中国核工业华兴建设有限公司
  • 发布日期:2013-09-20

Investigation of Controlling Welding Deformation of Steel Liner in Nuclear Power Station by Pre-stress Method

SHI Chunyuan;WANG Jianguo;JIN Cheng;MENG Qingyuan   

  1. School of Materials Science and Engineering, Dalian Jiaotong University China Nuclear Industry Huaxing Construction Company Ltd.
  • Published:2013-09-20

摘要: 核电站钢衬里实施模块化设计建造,需要将整个钢衬里筒体圆周分形为数个壁板模块,每个模块单独焊接后再进行筒体的整体拼装和组焊,而现场自动焊接时要求筒体壁板边缘的径向位移量不能超过2 mm。为此,利用ABAQUS有限元分析软件,对预制拉伸应力后的筒体壁板焊接变形进行数值模拟,并用自行设计制作的预应力焊接成型工装对筒体壁板预拉伸应力和焊后壁板边缘的径向变形进行测定。结果表明,采用先焊接轴向角钢,再预制拉伸应力,焊接周向角钢的装焊工序,可明显减小筒体壁板边缘的径向变形,且随着预制拉伸应力的增大,焊接变形呈指数规律减小。当油缸顶升力达到18 MPa时,壁板边缘的径向变形量可控制在2.0 mm以内。

关键词: 焊接变形, 数值模拟, 预制应力

Abstract: steel lining of nuclear power station implementing modular design, need dividing the circumference of cylinder of steel lining into a number of plate modules, and each module of cylinder is assembled and welded integrally after individually welding, but the radial welding displacement of plate edge of cylinder is not more than 2 mm. Therefore, by using the software of ABAQUS, the welding deformation of plate of cylinder are simulated with pre-stress, and design pre-stress tooling structure by oneself, test pre- stress of plate of cylinder and the radial deformation after welding. The results indicate that the welding process that firstly welding the axial angle steel, then exerting the pre-stress, lastly welding the circumferential angle steel, can obviously reduce the radial deformation of plate edge of cylinder, with the increment of pre-stress welding deformation is decreasing exponentially. When the top lift of oil cylinder reaches 18 MPa, the radial deformation of palate edge can control within 2.0 mm.

Key words: Numerical simulation, Pre-stress, Welding deformation

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