林纲, 李士琦, 黄筠, 韩建军, 王贺利, 王立新. 太钢三炼钢板坯连铸中包结构优化[J]. 工程科学学报, 2007, 29(S1): 133-137. DOI: 10.13374/j.issn1001-053x.2007.s1.014
引用本文: 林纲, 李士琦, 黄筠, 韩建军, 王贺利, 王立新. 太钢三炼钢板坯连铸中包结构优化[J]. 工程科学学报, 2007, 29(S1): 133-137. DOI: 10.13374/j.issn1001-053x.2007.s1.014
LIN Gang, LI Shiqi, HUANG Yun, HAN Jianjun, WANG Heli, WANG Lixin. Optimization of slab continuous casting tundish configuration of No.3 Steel Plant in Taiyuan Iron and Steel (Group) Company Ltd.[J]. Chinese Journal of Engineering, 2007, 29(S1): 133-137. DOI: 10.13374/j.issn1001-053x.2007.s1.014
Citation: LIN Gang, LI Shiqi, HUANG Yun, HAN Jianjun, WANG Heli, WANG Lixin. Optimization of slab continuous casting tundish configuration of No.3 Steel Plant in Taiyuan Iron and Steel (Group) Company Ltd.[J]. Chinese Journal of Engineering, 2007, 29(S1): 133-137. DOI: 10.13374/j.issn1001-053x.2007.s1.014

太钢三炼钢板坯连铸中包结构优化

Optimization of slab continuous casting tundish configuration of No.3 Steel Plant in Taiyuan Iron and Steel (Group) Company Ltd.

  • 摘要: 采用数值模型方法对太钢第三炼钢厂板坯连铸用中间包内部结构几何参数进行了最优化虚拟实验研究,研究中使用的评价指标是钢液在中间包内平均停留时间等三项时间参数,这些参数值用虚拟的示踪剂的脉冲响应实验测量求得.按L16(215)正交表试验设计安排(四因子二水平)全因子实验.实验结果经方差分析、F检验,确定了有显著性影响的因子,按三项评价指标确定最佳工况是:挡墙位置前移至500mm,下口减少至200mm,墙和坝中心线距离仍维持322mm,坝高仍为272mm.虚拟实验结果表明现生产用中包流动情况良好,采用最佳参数后中间包钢液流动的死区将由现工况的4.80%减至4.37%,采用湍流抑制器后死区可进一步减至1.54%.

     

    Abstract: By the means of numerical model, the optimization of the geometrical parameters of slab continuous casting tundish configuration of the No. 3 Steel Plant in Taiyuan Iron and Steel Group were simulated. There are three evaluating indicators on time, one of which is the average time of stay of molten steel in the tundish. These indicators can be got by the impulse response experiment of the virtual tracer. The design of the total factor (four factors and tow levels) experiment is based on L16(215) orthogonal list. And the results ascertain the significant influencing factors by variance analysis and F test. The best working condition due to the three evaluating indicators is:the distance of retaining wall to the center line of water gap is 500 mm, the bottom of retaining wall to the bottom of tundish 200 mm, the center line of retaining wall to the center line of dam 322 mm, and the height of the dam 272 mm. It means that the flow behavior in the existed tundish is normal. But it will be better under the optimized condition. The disabled zone will be reduced from 4.80% to 4.37%. The disabled zone will be decreased by 2.53% if the turbulence inhibitor is used.

     

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