黔桂线小半径曲线换铺60 kg/m钢轨问题
Laying 60 kg/m Rails on Sharp Curves along Guiyang-Nanning Line
-
摘要: 为了分析小半径曲线换铺60 kg/m钢轨引起的钢轨作用于扣件的横向力和轨道几何误差,建立了力学 分析模型,并以黔桂线最小曲线半径(177.1 m)为实例进行了计算分析。分析结论说明,在小半径曲线换铺 60 kg/m钢轨时,钢轨的几何误差在允许范围内,并且无需对轨道结构采取额外的加强措施。Abstract: A mechanical analytic model is built to study the lateral force acting on the rail fastenings and the track geometry error in sharp curves during laying 60 kg/m rails in sharp curves. Computation and analysis are made based on a curve with the smallest radius of 177.1 m along Guiyang-Nanning line. The results show that when placing 60 kg/m rails in sharp curves, the track geometry errors are within the allowable limit, and there is no need to take extra measures to strengthen the track structure.
-
Key words:
- railways /
- trackways /
- steel rails /
- curves /
- radius
点击查看大图
计量
- 文章访问数: 1570
- HTML全文浏览量: 62
- PDF下载量: 253
- 被引次数: 0