道岔竖向刚度沿线路纵向分布规律的探讨
A Study on Variation of the Vertical Rigidity of Turnout along the Longitudinal Direction of Track
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摘要: 提出了固定辙叉单开道岔和可动心轨单开道岔中每股钢轨支点弹性系数的计算模型及 计算方法,编制了实用计算程序,并对60 kg/m轨12号固定辙叉式提速道岔和可动心轨式提速道 岔进行分析,给出了竖向刚度沿线路纵向的变化规律。Abstract: Mechanical models and calculationmethods for calculatingthe rail support elasticity coefficients of fixed-frog simple turnouts and movable point rail simple turnouts are proposed. Apractical computer program is designed. With the Chinese No.12 fixed-frog and movable point rail speeding-up turnouts of 60 kg/m rail having been analyzed, the variation rule of vertical rigidity of the turnouts along the longitudinal direction of track are exhibited.
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Key words:
- turnout /
- rigidity /
- mechanical properties
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