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60kg/m 钢轨 12 号固定辙叉无缝道岔铺设的理论计算分析
Teoretical Calculation for the 60 kg/m Rail No.12 Continuous Welded Turnout with Rigid Frog
【摘要】 利用当量阻力计算理论,分析计算了目前使用的60kg/m钢轨、12号固定辙叉无缝道岔在不同铺设条件下的里轨伸缩位移、基本轨附加温度力、尖轨尖端位移、限位器螺栓剪力等,为该类型提速道岔在跨区间无缝线路的铺设和养护维修提供一些理论依据
【Abstract】 According to the theory of equivalent resistance, the expand and contract displacement of closure rail, the additional force of stock rail, the point displacement, and the shear force of bolts of spacing resticting device at heel were calculated and analyzed in the paper for the 60 kg/m rail, No.12 continuous welded turnout with rigid frog. The results of this paper can be the theoretical reference for installation design and maintenance of the CWR turnout.
【关键词】 无缝道岔;
固定辙叉;
附加力;
位移;
【Key words】 continuous welded turnout\ rigid frog\ additional force\ displacement;
【Key words】 continuous welded turnout\ rigid frog\ additional force\ displacement;
【基金】 铁道部科技发展计划项目
- 【文献出处】 北方交通大学学报 ,JOURNAL OF NORTHERN JIAOTONG UNIVERSITY , 编辑部邮箱 ,1999年01期
- 【分类号】U215.54
- 【被引频次】31
- 【下载频次】197