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核聚变与等离子体物理 ›› 2021, Vol. 41 ›› Issue (s1): 402-408.DOI: 10.16568/j.0254-6086.2021s1023

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HL-2M 极向场线圈支撑结构分析评估

张 龙,袁应龙*,蔡立君,刘 健,卢 勇, 刘雨祥,刘宽程,李云峰,HL-2M 团队 
  

  1. (核工业西南物理研究院,成都 610041) 
  • 收稿日期:2021-04-15 修回日期:2021-07-22 出版日期:2021-10-15 发布日期:2021-11-23
  • 作者简介:张龙(1992−),男,四川巴中人,硕士,主要从事托卡马克装置主机工程研究。

Evaluation of the electromagnetic behavior of HL-2M poloidal field coils and the mechanical performance of the supporting structure

ZHANG Long, YUAN Ying-long, CAI Li-jun, LIU Jian, LU Yong, LIU Yu-xiang, LIU Kuan-cheng, LI Yun-feng, HL-2M Development Team   

  1. (Southwestern Institute of Physics, Chengdu 610041) 
  • Received:2021-04-15 Revised:2021-07-22 Online:2021-10-15 Published:2021-11-23

摘要: 基于二维轴对称模型分析了极向场(TF)线圈在单零(SN)、双零(DN)、雪花(SF)和鼎位形下的电磁响
应,并评估了 4 种位形极限工况下支撑的力学性能。分析表明,PF6 线圈在放电初始时刻所受垂直电磁力最大,
可达到 1.9MN。在放电平顶结束时 PF5 线圈所受电磁力最大。在鼎位形下,PF5L 电磁力可达 2.6MN;雪花和双
零位形下,可达到 2.06MN。在这样极端的运行工况下,结构力学计算结果表明 PF 线圈支撑结构出现了局部塑性
变形。采用 ASMEVIII.2 作为评判准则,对局部高应力区进行评估,评估表明结构不存在塑性塌陷和局部失效。
而在上端主辐梁内侧支撑墩位置,螺栓所受轴力最大,需施加大于 50kN 的预紧力。

关键词: HL-2M 装置;极向场线圈;电磁力;力学性能;塑性变形 

Abstract: Based on the two-dimensional axisymmetric model, the electromagnetic (EM) response of the PF 
coils at the discharge initial time, climbing phase, flat top and current drop phase under various plasma 
configuration is researched. At the same time, the mechanical performance under the extreme conditions is also 
evaluated. The study shows that at the discharge initial time, the vertical EM force of the PF6 coils is the largest 
and reaches 1.9MN. At the end of the discharge top phase, the vertical EM force of the PF5L coil is the largest and 
can be up to 2.6MN in the tripod configuration and 2.06MN in the snowflake and double null configurations. 
Under such extreme conditions, the structural mechanical evaluation of the support shows that it has the local 
plastic deformation. Using ASME VIII.2 as the criterion to evaluate the local high-stress area, the evaluation 
shows that there is no plastic collapse and local failure of the structure. In addition, the axial force of the bolt at 
the inner support near the upper main beam is the largest, and a pre-tightening force must be greater than 50kN. 

Key words: HL-2M tokamak, Poloidal field coil, Electromagnetic force, Structural integrity 

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