道路设计数据直曲表范例.xls

道路设计数据直曲表范例.xls

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交点坐标交点桩号转角值曲线要素值NY半径3192645.527574318.9172K32+705.438492407.4Y2003192157.405574046.8931K33+247.889314200.4Y2553191967.292573706.3013K33+633.824195950.9Z5003191680.09573458.1059K34+011.426391606.4Y333.96933191640.363573230.4496K34+232.711183923.1Z314.71913191541.091573048.0309K34+439.37973036Y15003191470.987572865.8311K34+634.318280912Z285.90173191301.769572719.7571K34+854.797215521Y424.24193190952.686572042.7198K35+614.274395054.2Z609.50713190624.493571904.2488K35+955.180530357.9Y1603190580.528571728.6729K36+123.980164934.8Z343.22443190491.567571579.9363K36+296.476110413.1Y670.54123190427.951571403.3732K36+483.703261749Z235.43153189960.358570953.5727K37+130.22985344.8Z7003189777.246570825.3886K37+353.509452242.2Y1253189745.083570635.8058K37+538.195710008.9Z130.0783189303.867570563.0076K37+960634917.2Y512.19723189022.062569630.1816K38+867.37420206.1Z50003188949.588569417.8333K39+091.73063236.1Y2371.62缓和曲线长度缓和曲线参数切线长度曲线长度外距校正值80126.491132.553252.445721.60812.66170133.604107.604211.084210.914.12385206.155130.748259.51088.32251.98570152.898154.351298.890421.2669.81250125.44376.745152.47754.55291.01398.447196.61123.22710.28250119.56296.775190.48319.22663.06685189.896124.79247.32348.60622.25660191.234251.016483.903339.06718.1295089.443105.193198.188519.56312.19750131.00175.804150.79644.0404O.81265208.77197.504194.55733.4050.4570128.37590.173178.05557.22812.29150187.08379.461158.68242.26380.245079.05777.155144.000311.2256.0424070.71172.8873567.474110.557196.196130.18424.91835133.891336.625613.033591.36667.54850160.031343.95788.805117.59050.78860.019135.571270.84643.87170.295曲线要素值曲线主点桩号第一缓和曲线起点第一缓和曲线终点或圆曲起点曲线中点第二缓和曲线起点或终点K32+572.885K32+652.885K32+699.108K32+745.330K33+140.285K33+210.285K33+245.827K33+281.369K33+503.076K33+588.076K33+632.832K33+677.587K33+857.075K33+927.075K34+006.520K34+085.965K34+155.965K34+205.965K34+232.204K34+258.443K34+340.932K34+439.238K34+537.543K34+537.543K34+587.543K34+632.785K34+678.026K34+730.007K34+815.007K34+853.669K34+892.330K35+363.258K35+423.258K35+605.210K35+787.161K35+847.161K35+897.161K35+949.082K35+998.176K36+048.176K36+098.176K36+123.574K36+148.972K36+198.972K36+263.972K36+296.251K36+328.530K36+393.529K36+463.529K36+482.557K36+501.585K37+050.767K37+100.767K37+130.109K37+159.450K37+276.354K37+326.354K37+353.354K37+380.354K37+427.637K37+462.637K37+525.736K37+588.834K37+623.834K37+658.834K37+922.850K38+186.867K38+778.569K38+867.364K38+956.159K38+956.159K39+091.583K39+227.OO6直线长度及方向第二缓和曲线终点直线段长交点间距计算方位角K32+825.33041.81606253.68581594341.9长链：

3.691mK32+900=K32+896.309318.6459558.80272090749.3K33+351.369151.7069390.05852404949.7K33+762.58794.48778379.58692204958.8K34+155.965-1.70E-05231.09662600605.2K34+308.44332.48918207.68122412642.1-2.40E-05195.22132485718.1K34+728.0261.980671223.54512204806.1K34+977.330385.9277761.73382424327.1K35+847.161-3.20E-05356.20912025232.9K36+048.176短链：

2.826mK35+900=K35+902-2.30E-05180.99682555630.9K36+198.9722.67E-05173.30792390656.1K36+393.530-3.60E-05187.677250110.91K36+571.585479.1825648.81682235320.2K37+209.45066.90409223.52022145935.4K37+418.790长链：

1.564mK37+400=K37+398.4368.847283192.29162602217.6K37+623.834-4.80E-05447.18161892208.7K38+236.867541.7019974.46322531125.80224.37512510919.7长链：

3.691mK32+900=K32+896.309短链：

2.826mK35+900=K35+902长链：

1.564mK37+400=K37+398.436