摘要
介绍了车辆减速器下部基础的设计方法,提出了地基系数和工后沉降量的两个关键控制指标,并针对减速器下部基础几何尺寸的特殊性做出了说明,为驼峰调车场的设计人员提供了一种设计思路。
This paper mainly introduces the design method of car retarder infrastructure,referring to subgrade reaction coefficient and settlement of subgrade after acceptance as two critical control indexes.This paper also explains the speciality of dimensions of retarder infrastructure,providing a design thought for designers of hump yard.
出处
《铁道通信信号》
2013年第S1期8-11,共4页
Railway Signalling & Communication