道路豎曲線任意樁號高程自動計算表

交點形式,曲線要素,,任一點樁號……,,,,,,,調整后設計高程,,,,,,

,,,,,,,,,,樁號,原設計高程,調整后高程,縱向高差,樁號,原設計高程,調整后高程

JD1凹//,半徑R,邊坡點高程,所求樁號,所求樁號,所求樁號,所求樁號,所求樁號,所求樁號,,東頭,19.282,19.282,,323,19.066,19.091

,11941.05,48.06,15260,15280,15300,15320,15320,15320,,158,19.3,19.285,-0.002,328,19.056,19.074

,外距E,邊坡點樁號,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,,163,19.305,19.287,0.002,333,19.046,19.066

,0.1,15290,19.528,39.528,59.528,79.528,79.528,79.528,,168,19.309,19.285,0,338,19.037,19.057

,切線長T,起點樁號,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,,173,19.312,19.285,0,343,19.028,19.048

,49.528,15240.472,0.0160,0.0654,0.1484,0.2648,0.2648,0.2648,,178,19.314,19.285,0.004,348,19.02,19.04

,曲線長,起點高程,切線高程,切線高程,切線高程,切線高程,切線高程,切線高程,,183,19.316,19.281,0.005,353,19.013,19.033

,99.056,48.043,48.050,48.057,48.064,48.071,48.071,48.071,,188,19.316,19.276,0,358,19.007,19.027

,0.00035,端點樁號,設計高程,設計高程,設計高程,設計高程,設計高程,設計高程,,193,19.316,19.276,0.001,363,19.002,19.022

,0.00865,15339.528,48.065,48.122,48.212,48.335,48.335,48.335,,198,19.315,19.275,0.002,368,18.996,19.016

JD2凸/\,半徑R,邊坡點高程,所求樁號,所求樁號,所求樁號,所求樁號,所求樁號,所求樁號,,203,19.313,19.273,0.003,373,18.992,19.012

,29000,19.5,22158.7,22154.7,22150,22145,22140,22135,,208,19.31,19.27,0.004,378,18.988,19.008

,外距E,邊坡點樁號,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,,213,19.306,19.266,0.004,383,18.985,19.005

,0.2,22160,106.030,102.030,97.330,92.330,87.330,82.330,,218,19.302,19.262,0.006,388,18.82,18.84

,切線長T,起點樁號,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,,223,19.296,19.256,0.006,393,18.98,19

,107.33,22052.670,0.194,0.179,0.163,0.147,0.131,0.117,,228,19.29,19.25,0.007,398,18.979,18.999

,曲線長,起點高程,切線高程,切線高程,切線高程,切線高程,切線高程,切線高程,,233,19.283,19.243,0.008,403,18.979,18.999

,214.66,18.993,19.494,19.475,19.453,19.429,19.406,19.382,,238,19.275,19.235,0.009,408,18.979,18.999

,0.00472,端點樁號,設計高程,設計高程,設計高程,設計高程,設計高程,設計高程,,243,19.266,19.226,0.005,413,18.98,19

,0.00268,22267.33,19.300,19.295,19.289,19.282,19.274,19.265,,248,19.256,19.221,0.009,418,18.981,19.001

JD3凹\\,半徑R,邊坡點高程,所求樁號,所求樁號,所求樁號,所求樁號,所求樁號,所求樁號,,253,19.245,19.212,0.008,423,18.984,19.004

,15451.87,48.23,15460,15480,15500,15520,15539.527,15520,,258,19.234,19.204,0.007,428,18.986,19.006

,外距E,邊坡點樁號,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,,263,19.222,19.197,0.01,433,18.99,19.01

,0.08,15490,19.527,39.527,59.527,79.527,99.054,79.527,,268,19.208,19.187,0.01,438,18.994,19.014

,切線長T,起點樁號,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,,273,19.195,19.177,0.01,443,18.999,19.019

,49.527,15440.473,0.0123,0.0506,0.1147,0.2047,0.3175,0.2047,,278,19.182,19.167,0.01,448,19.005,19.025

,曲線長,起點高程,切線高程,切線高程,切線高程,切線高程,切線高程,切線高程,,283,19.168,19.157,0.01,453,19.011,19.031

,99.054,48.571,48.436,48.299,48.161,48.024,47.889,48.024,,288,19.155,19.147,0.01,458,19.018,19.038

,0.00688,端點樁號,設計高程,設計高程,設計高程,設計高程,設計高程,設計高程,,293,19.142,19.137,0.01,,,

,0.00047,15539.527,48.449,48.349,48.276,48.228,48.207,48.228,,298,19.129,19.127,0.01,,,

JD4凹\/,半徑R,邊坡點高程,所求樁號,所求樁號,所求樁號,所求樁號,所求樁號,所求樁號,,303,19.115,19.117,0.007,,,

,37000,18.83,22403.7,22408.7,22413.7,22418.7,22423.7,22428.7,,308,19.102,19.11,0.005,,,

,外距E,邊坡點樁號,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,橫距Xn…,,313,19.089,19.105,0.005,,,

,0.15,22410,98.78,103.78,108.78,113.78,118.780,123.780,,318,19.077,19.1,0.009,,,

,切線長T,起點樁號,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,縱距Hn…,,,,,,,,

,105.08,22304.920,0.1319,0.1455,0.1599,0.1749,0.1907,0.2070,,,,,,,,

,曲線長,起點高程,切線高程,切線高程,切線高程,切線高程,切線高程,切線高程,,,,,,,,

,210.16,19.112,18.847,18.833,18.820,18.807,18.793,18.780,,,,,,,,

,0.00268,端點樁號,設計高程,設計高程,設計高程,設計高程,設計高程,設計高程,,,,,,,,

,0.00300,22515.08,18.979,18.979,18.980,18.982,18.984,18.987,,,,,,,,

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豎曲線之間直線段任一點高程,,,,,,,,,,,,,,,,

,曲線端點,曲線端點,間距,,,,,,,,,,,,,

,304.92,267.33,37.59,,,,,,,,,,,,,

高程,19.112,19.212,-0.1,,,,,,,,,,,,,

,,平均數(shù),-0.002660282,,,,,,,,,,,,,

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所求樁號,323.7,,,,,,,,,,,,,,,

高程,19.062,,,,,,,,,,,,,,,

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