道路曲线设计计算(竖曲线)

61.900 61.905 61.910 61.915 61.920 61.925 61.930 61.935 61.940 61.945 61.950 61.955 61.960 61.965 61.970 61.975 61.980 61.985 61.990 61.995 62.000 62.005 62.010 62.015 62.020 62.025 62.030 62.035 62.040 62.045
K3+800.000 使用说明：1蓝色字体为输入竖曲线要素 61.80 2 所需桩号自己输入系统自动计算 -0.3060% 3计算所需数值为黑色字体 0.1000% 4下方有图形对比图纸看是否与路线一致 30000.00 设计人： 齐殿坤 0.406% 凹形竖曲线 121.800 60.900 0.0618 K3+739.100 K3+860.900 61.986 所求点高程(米) 两侧切线法切线点 起点切线法切线点 曲线点 62.248 62.248 62.248 62.244 62.228 62.213 62.198 62.183 62.167 62.152 62.137 62.121 62.106 62.091 62.075 62.060 62.045 62.030 62.014 61.999 61.984 61.969 62.244 62.228 62.213 62.198 62.183 62.167 62.152 62.137 62.121 62.106 62.091 62.075 62.060 62.045 62.030 62.014 61.999 61.984 61.968 62.244 62.228 62.213 62.198 62.183 62.167 62.152 62.137 62.121 62.106 62.091 62.075 62.060 62.045 62.030 62.014 61.999 61.984 61.968
61.900 61.905 61.910 61.915 61.920 61.925 61.930 61.935 61.940 61.945 61.950 61.955 61.960 61.965 61.970 61.975 61.980 61.985 61.990 61.995 62.000 62.005 62.010 62.015 62.020 62.025 62.030 62.035 62.040 62.045
61.953 61.938 61.922 61.907 61.892 61.877 61.861 61.846 61.831 61.815 61.800 61.785 61.769 61.754 61.739 61.724 61.708 61.693 61.678 61.662 61.647 61.632 61.616 61.601 61.586 61.571 61.555 61.540 61.525 61.509
ห้องสมุดไป่ตู้
K4+050.000 K4+055.000 K4+060.000 K4+065.000 K4+070.000 K4+075.000 K4+080.000 K4+085.000 K4+090.000 K4+095.000 K4+100.000 K4+105.000
62.300 62.200 62.100 62.000 61.900 61.800 61.700 61.600 61.500 1
61.953 61.938 61.922 61.907 61.892 61.877 61.861 61.846 61.831 61.815 61.800 61.805 61.810 61.815 61.820 61.825 61.830 61.835 61.840 61.845 61.850 61.855 61.860 61.865 61.870 61.875 61.880 61.885 61.890 61.895
K3+750.000 K3+755.000 K3+760.000 K3+765.000 K3+770.000 K3+775.000 K3+780.000 K3+785.000 K3+790.000 K3+795.000 K3+800.000 K3+805.000 K3+810.000 K3+815.000 K3+820.000 K3+825.000 K3+830.000 K3+835.000 K3+840.000 K3+845.000 K3+850.000 K3+855.000 K3+860.000 K3+865.000 K3+870.000 K3+875.000 K3+880.000 K3+885.000 K3+890.000 K3+895.000
61.494 61.479 61.463 61.448 61.433 61.418 61.402 61.387 61.372 61.356 61.341 61.326 61.310 61.295 61.280 61.265 61.249 61.234 61.219 61.203 61.188 61.173 61.157 61.142 61.127 61.112 61.096 61.081 61.066 61.050
61.955 61.942 61.930 61.918 61.908 61.898 61.889 61.881 61.874 61.867 61.862 61.857 61.853 61.850 61.848 61.846 61.846 61.846 61.847 61.849 61.852 61.856 61.860 61.865 61.870 61.875 61.880 61.885 61.890 61.895
61.035 61.020 61.004 60.989 60.974 60.959 60.943 60.928 60.913 60.897 60.882 60.867
是否与路线一致
62.050 62.055 62.060 62.065 62.070 62.075 62.080 62.085 62.090 62.095 62.100 62.105
62.050 62.055 62.060 62.065 62.070 62.075 62.080 62.085 62.090 62.095 62.100 62.105
K3+900.000 K3+905.000 K3+910.000 K3+915.000 K3+920.000 K3+925.000 K3+930.000 K3+935.000 K3+940.000 K3+945.000 K3+950.000 K3+955.000 K3+960.000 K3+965.000 K3+970.000 K3+975.000 K3+980.000 K3+985.000 K3+990.000 K3+995.000 K4+000.000 K4+005.000 K4+010.000 K4+015.000 K4+020.000 K4+025.000 K4+030.000 K4+035.000 K4+040.000 K4+045.000
变 坡 点 桩 号: 变坡点高程 （米）: 变 坡 点 前 坡 度 : 变 坡 点 后 坡 度 : 竖曲线半径 （米）: 坡 差 : 曲 线 凸 凹 性: 曲 线 长（米）: 切 线 长（米）: 外 距 （米）: 竖曲线起点（桩号）: 竖曲线终点（桩号）: 竖曲线起点高程（米）: 所求点桩号 桩号
K3+653.700 K3+655.000 K3+660.000 K3+665.000 K3+670.000 K3+675.000 K3+680.000 K3+685.000 K3+690.000 K3+695.000 K3+700.000 K3+705.000 K3+710.000 K3+715.000 K3+720.000 K3+725.000 K3+730.000 K3+735.000 K3+740.000 K3+745.000