道 岔 导 曲 线 支 距 计 算 表设计图号辙叉角导曲线半径角度°′″尖轨跟横距尖轨距支距总横距总支距尖轨长度理论起点距尖轨尖尖轨尖距实际起点切垂距专线424912350717..7636044914756.24310.584729125.50311211.463012400236122260计算横距14756.2415756.2416756.2417756.2418756.2419756.2420756.2421756.2422756.2423756.2424756.2425756.2426756.2427756.2428756.2429125.5031测量横距0100020003000400050006000700080009000100001100012000130001400014368.86063支距310.58473.1272400.52949.7932501.9190556.9084614.7628675.4835739.0720805.5300874.8590947.06071022.13701100.071180.92061211.4630计算横距14756.2413756.2412756.2411756.2410756.249756.248756.247756.246756.245756.244756.244587.0000测量横距0-1000-2000-3000-4000-5000-6000-7000-8000-9000-10000-10169.245支距310.5847269.9011232.07197.10661.9940135.7367109.334185.7865.090147.247732.257729.9977任意测量横距任意横距任意支距
