平竖曲线设计计算(10页).docx

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1、-平竖曲线设计计算-第 10 页计算说明书一 平曲线计算表1-1 平面上各点的坐标交点号交点坐标NEBP906171.600485971.000 JD1905712.088 485866.000 JD2905764.377 485400.000JD3905246.154 485163.037 JD4905463.000 484674.126 JD5904937.863 484392.016JD6905006.394483900.998 JD7904701.898482902.778EP904078.200 482901.996 表1-2 各路线转角、交点间距汇总表交点号交点（起终点）坐标坐标增

2、量交点方位角转角XYDxiDYi间距(m)Ai(0)i(0)BP906171.600 485971.000 JD1905712.088 485866.000 -459.512 -105.000 471.356 1925216.672307.7JD2905674.377 485400.000 -37.711 -466.000 467.523 2652224.3562453.5JD3905246.154 485163.037 -428.223 -236.963 489.414 2085730.88044.7JD4905463.000 484674.126 216.846 -488.911 534.

3、842 293557.2854024.5JD5904937.862 484392.016 -525.138 -282.110 596.117 2081442.769421.2JD6905006.394 483900.998 68.532 -491.018 495.777 2775643.9245433.4JD7904701.898 482902.778 -304.496 -998.220 1043.629 253210.5725814EP904078.200 482901.998 -623.698 -0.780 623.698 表1-3 平曲线要素表1参数转角值(0)半径R(m)缓和曲线长度L

4、s(m)qp交点JD172307.72009044.924 1.684 JD2562453.52008039.947 1.331 JD38044.71608039.917 1.662 JD4854024.51508039.905 1.773 JD569421.220010049.896 2.078 JD6245433.42008039.991 0.533 JD772581425012059.885 2.394 表1-4 平曲线要素表2参数0(0)切线长度T(m)曲线长度外距校正值交点L(m)E(m)J(m)JD112.892 192.810 343.080 50.094 42.541 JD21

5、1.459 147.933 276.925 28.463 18.941 JD314.324 187.949 317.253 59.199 58.645 JD415.279 180.628 304.291 56.973 56.964 JD514.324 190.605 343.299 46.241 37.912 JD611.459 150.540 297.372 12.596 3.708 JD713.751 246.548 438.396 63.921 54.700 表1-5 平曲线要素表3交点号交点间距（m）曲线位置(桩号)交点（起终点）桩号ZHHYQZYHHZBP471.356K0+000.

6、000JD1K0+278.546K0+368.546K0+450.086K0+531.625K0+621.625K0+471.356467.173JD2K0+748.055K0+828.055K0+886.517K0+944.980K1+024.980K0+895.988489.414JD3K1+178.511K1+258.511K1+337.138K1+415.764K1+495.764K1+366.461534.842JD4K1+662.029K1+742.029K1+814.175K1+886.321K1+966.321K1+842.657596.117JD5K2+191.204K2+2

7、91.204K2+362.854K2+434.503K2+534.503K2+381.810495.777JD6K2+689.135K2+769.135K2+837.821K2+906.507K2+986.507K2+839.6751042.699JD7K3+633.048K3+753.048K3+852.246K3+951.444K4+071.444K3+879.596649.698EPK4+504.294二竖曲线计算表2-1 竖曲线要素值序号变坡点桩号边坡点高程（m）竖曲线半径R（m）切线长T（m）外距E（m）凸凹1K1+340149.000 3000102.990 1.768 2K1+8

8、00126.000 300091.065 1.382 3K2+360132.000 850083.300 0.408 4K2+810128.000 500096.850 0.938 5K3+480148.000 4300100.169 1.167 6K4+340133.600 400069.140 0.598表2-2 变坡点1竖曲线内桩号的设计高程变坡点起点桩号起点设计高程桩号切线高程设计高程变坡1（K1+340.000）K1+237.010147.08 K1+240.000147.13 147.13 K1+258.511147.48 147.40 K1+280.000147.88 147.5

9、7 K1+300.000148.25 147.59 K1+320.000148.63 147.48 K1+337.138148.95 147.28 K1+340.000149.00 147.23 K1+360.000148.00 147.25 K1+380.000147.00 146.63 终点桩号终点设计高程K1+400.000146.00 145.88 K1+415.764145.21 145.19 K1+426.990144.65 K1+420.000145.00 144.99 表2-3 变坡点2竖曲线内桩号的设计高程变坡点起点桩号起点设计高程桩号切线高程设计高程变坡2（K1+800.0

10、00）K1+708.935130.55 K1+720.000130.00 130.02 K1+742.029128.90 129.08 K1+760.000128.00 128.43 K1+780.000127.00 127.84 K1+800.000126.00 127.38 K1+814.175126.15 127.14 K1+820.000126.21 127.06 K1+840.000126.43 126.86 终点桩号终点设计高程K1+860.000126.64 126.80 K1+880.000126.86 126.88 K1+891.065126.98 K1+886.321126

11、.92 126.93 表2-4 变坡点3竖曲线内桩号的设计高程变坡点起点桩号起点设计高程桩号切线高程设计高程变坡3（K2+360.000）K2+276.700131.11 K2+280.000131.14 131.14 K2+291.204131.26 131.25 K2+300.000131.36 131.33 K2+320.000131.57 131.46 K2+340.000131.79 131.55 K2+360.000132.00 131.59 K2+362.854131.98 131.59 K2+380.000131.82 131.59 K2+400.000131.64 131.5

12、3 终点桩号终点设计高程K2+420.000131.47 131.43 K2+434.503131.34 131.33 K2+443.300131.26 K2+440.000131.29 131.29 表2-5 变坡点4竖曲线内桩号的设计高程变坡点起点桩号起点设计高程桩号切线高程设计高程变坡4（K2+810.000）K2+713.150128.86 K2+720.000128.80 128.80 K2+740.000128.62 128.69 K2+760.000128.44 128.66 K2+769.135128.36 128.68 K2+780.000128.27 128.71 K2+8

13、00.000128.09 128.84 K2+810.000128.00 128.94 K2+820.000127.70 128.84 K2+837.821128.83 129.31 K2+840.000128.90 129.34 终点桩号终点设计高程K2+860.000129.49 129.71 K2+880.000130.09 130.16 K2+906.850130.89 K2+900.000130.69 130.69 表2-6 变坡点5竖曲线内桩号的设计高程变坡点起点桩号起点设计高程桩号切线高程设计高程变坡5（K3+480.000）K3+379.831145.01 K3+380.000

14、145.02 145.01 K3+400.000145.61 145.56 K3+420.000146.21 146.02 K3+440.000146.81 146.39 K3+460.000147.40 146.66 K3+480.000148.00 146.83 K3+500.000147.67 146.92 K3+520.000147.33 146.91 终点桩号终点设计高程K3+540.000147.00 146.81 K3+560.000146.66 146.61 K3+580.169146.32 K3+580.000146.33 146.33 表2-7 变坡点6竖曲线内桩号的设计高

15、程变坡点起点桩号起点设计高程桩号切线高程设计高程变坡6（K4+340.000）K4+270.860134.76 K4+280.000134.60 134.61 K4+300.000134.27 134.38 K4+320.000133.93 134.24 K4+340.000133.60 134.20 终点桩号终点设计高程K4+360.000133.96 134.26 K4+380.000134.31 134.42 K4+409.140134.83 K4+400.000134.67 134.68 三横断面设计计算表3-1 圆曲线上超高、加宽值计算表交点号半径R外缘hc（m）中线hc（m）内缘h

16、c（m）加宽值b（m）JD12000.640 0.290 -0.116 0.800 JD22000.640 0.290 -0.116 0.800 JD31600.725 0.325 -0.155 1.000 JD41500.725 0.325 -0.155 1.000 JD52000.640 0.290 -0.116 0.800 JD65000.385 0.185 -0.015 0.000 JD72500.555 0.255 -0.093 0.800 表3-2 交点1过渡段上超高、加宽值计算表JD1桩号x(m)外缘hcx中线hcx内缘hcx加宽值bx(m)备注(m)(m)(m)K0+278.5

17、460.000 0.015 0.115 0.015 0.000 R=200m ih=7% Ls=90mK0+280.0001.454 0.025 0.115 0.015 0.013 K0+300.00021.454 0.164 0.115 0.011 0.191 K0+320.00041.454 0.303 0.158 -0.015 0.368 K0+340.00061.454 0.442 0.212 -0.053 0.546 K0+360.00081.454 0.581 0.267 -0.096 0.724 K0+368.5460.640 0.290 -0.116 0.800 K0+380.

18、0000.640 0.290 -0.116 0.800 K0+400.0000.640 0.290 -0.116 0.800 K0+420.0000.640 0.290 -0.116 0.800 K0+440.0000.640 0.290 -0.116 0.800 K0+450.0860.640 0.290 -0.116 0.800 K0+460.0000.640 0.290 -0.116 0.800 K0+480.0000.640 0.290 -0.116 0.800 K0+500.0000.640 0.290 -0.116 0.800 K0+520.0000.640 0.290 -0.11

19、6 0.800 K0+531.6250.640 0.290 -0.116 0.800 K0+540.00081.625 0.582 0.267 -0.096 0.726 K0+560.00061.625 0.443 0.213 -0.053 0.548 K0+580.00041.625 0.304 0.158 -0.016 0.370 K0+600.00021.625 0.165 0.104 0.011 0.192 K0+620.0001.625 0.026 0.049 0.015 0.014 K0+621.6250.000 0.015 0.045 0.015 0.000 JD2桩号x(m)外

20、缘hcx中线hcx内缘hcx加宽值bx(m)备注(m)(m)(m)K0+748.0550.000 0.015 0.115 0.015 0.000 R=200m ih=7% Ls=80mK0+760.00011.945 0.108 0.115 0.015 0.010 K0+780.00031.945 0.265 0.143 -0.010 0.028 K0+800.00051.945 0.421 0.204 -0.038 0.045 K0+820.00071.945 0.577 0.265 -0.066 0.063 K0+828.0550.640 0.290 -0.116 0.800 K0+840

21、.0000.640 0.290 -0.116 0.800 K0+860.0000.640 0.290 -0.116 0.800 K0+880.0000.640 0.290 -0.116 0.800 K0+886.5170.640 0.290 -0.116 0.800 K0+900.0000.640 0.290 -0.116 0.800 K0+920.0000.640 0.290 -0.116 0.800 K0+940.0000.640 0.290 -0.116 0.800 K0+944.9800.640 0.290 -0.116 0.800 K0+960.00064.980 0.523 0.2

22、44 -0.044 0.057 K0+980.00044.980 0.366 0.183 0.045 0.039 K1+000.00024.980 0.210 0.122 -0.064 0.022 K1+020.0004.980 0.054 0.115 0.015 0.004 K1+024.9800.000 0.015 0.115 0.015 0.000 表3-3 交点2过渡段上超高、加宽值计算表表3-4 交点3过渡段上超高、加宽值计算表JD3桩号x(m)外缘hcx中线hcx内缘hcx加宽值bx(m)备注(m)(m)(m)K1+178.5110.000 0.015 0.115 0.015 0.

23、000 R=160m ih=8% Ls=80mK1+180.0001.489 0.028 0.115 0.015 0.001 K1+200.00021.489 0.206 0.120 0.012 0.021 K1+220.00041.489 0.383 0.190 -0.019 0.041 K1+240.00061.489 0.561 0.260 -0.051 0.061 K1+258.5110.725 0.325 -0.155 1.000 K1+260.0000.725 0.325 -0.155 1.000 K1+280.0000.725 0.325 -0.155 1.000 K1+300.

24、0000.725 0.325 -0.155 1.000 K1+320.0000.725 0.325 -0.155 1.000 K1+337.1380.725 0.325 -0.155 1.000 K1+340.0000.725 0.325 -0.155 1.000 K1+360.0000.725 0.325 -0.155 1.000 K1+380.0000.725 0.325 -0.155 1.000 K1+400.0000.725 0.325 -0.155 1.000 K1+415.7640.725 0.325 -0.155 1.000 K1+420.00075.764 0.687 0.31

25、0 -0.074 0.076 K1+440.00055.764 0.510 0.240 -0.056 0.056 K1+460.00035.764 0.332 0.170 -0.024 0.036 K1+480.00015.764 0.155 0.115 0.015 0.016 K1+495.7640.000 0.015 0.115 0.015 0.000 表3-5 交点4过渡段上超高、加宽值计算表JD4桩号x(m)外缘hcx中线hcx内缘hcx加宽值bx(m)备注(m)(m)(m)K1+662.0290.000 0.015 0.115 0.015 0.000 R=150m ih=8% Ls=

26、80mK1+680.00017.971 0.174 0.115 0.015 0.018 K1+700.00037.971 0.352 0.178 -0.013 0.038 K1+720.00057.971 0.529 0.248 -0.045 0.058 K1+740.00077.971 0.707 0.318 -0.078 0.078 K1+742.0290.725 0.325 -0.155 1.000 K1+760.0000.725 0.325 -0.155 1.000 K1+780.0000.725 0.325 -0.155 1.000 K1+800.0000.725 0.325 -0.

27、155 1.000 K1+814.1750.725 0.325 -0.155 1.000 K1+820.0000.725 0.325 -0.155 1.000 K1+840.0000.725 0.325 -0.155 1.000 K1+860.0000.725 0.325 -0.155 1.000 K1+880.0000.725 0.325 -0.155 1.000 K1+886.3210.725 0.325 -0.155 1.000 K1+900.00066.321 0.725 0.325 -0.155 1.000 K1+920.00046.321 0.426 0.207 -0.027 0.

28、046 K1+940.00026.321 0.249 0.137 -0.071 0.026 K1+960.0006.321 0.071 0.067 -0.039 0.006 K1+966.3210.000 0.015 0.115 0.015 0.000 表3-6 交点5过渡段上超高、加宽值计算表JD5桩号x(m)外缘hcx中线hcx内缘hcx加宽值bx(m)备注(m)(m)(m)K2+191.2040.000 0.015 0.115 0.015 0.000 R=200m ih=7% Ls=100mK2+200.0008.796 0.070 0.115 0.015 -0.006 K2+220.0

29、0028.796 0.195 0.116 0.015 -0.020 K2+240.00048.796 0.320 0.165 -0.005 -0.034 K2+260.00068.796 0.445 0.214 -0.025 -0.049 K2+280.00088.796 0.570 0.263 -0.044 -0.063 K2+291.2040.640 0.290 -0.1160 0.800 K2+300.0000.640 0.290 -0.1160 0.800 K2+320.0000.640 0.290 -0.1160 0.800 K2+340.0000.640 0.290 -0.1160

30、 0.800 K2+360.0000.640 0.290 -0.1160 0.800 K2+362.8540.640 0.290 -0.1160 0.800 K2+380.0000.640 0.290 -0.1160 0.800 K2+400.0000.640 0.290 -0.1160 0.800 K2+420.0000.640 0.290 -0.1160 0.800 K2+434.5030.640 0.290 -0.1160 0.800 K2+440.00094.503 0.606 0.277 -0.104 0.756 K2+460.00074.503 0.481 0.228 -0.064

31、 0.596 K2+480.00054.503 0.356 0.179 -0.029 0.436 K2+500.00034.503 0.231 0.130 0.002 0.276 K2+520.00014.503 0.106 0.000 0.013 0.116 K2+534.5030.000 0.015 0.000 0.015 0.000 表3-7 交点6过渡段上超高、加宽值计算表JD6桩号x(m)外缘hcx中线hcx内缘hcx加宽值bx(m)备注(m)(m)(m)K2+689.1350.000 0.015 0.115 0.015 0.000 R=500m ih=4% Ls=80mK2+700

32、.00010.865 0.056 0.115 0.015 K2+720.00030.865 0.148 0.115 0.015 K2+740.00050.865 0.241 0.134 0.007 K2+760.00070.865 0.333 0.169 -0.008 K2+769.1350.385 0.185 -0.015 K2+780.0000.385 0.185 -0.015 K2+800.0000.385 0.185 -0.015 K2+820.0000.385 0.185 -0.015 K2+837.8210.385 0.185 -0.015 K2+840.0000.385 0.18

33、5 -0.015 K2+860.0000.385 0.185 -0.015 K2+880.0000.385 0.185 -0.015 K2+900.0000.385 0.185 -0.015 K2+906.5070.385 0.185 -0.015 K2+920.00066.507 0.323 0.161 -0.0049 K2+940.00046.507 0.230 0.126 0.0101 K2+960.00026.507 0.138 0.115 0.0150 K2+980.0006.507 0.045 0.115 0.0150 K2+986.5070.000 0.015 0.115 0.0

34、150 表3-8 交点7过渡段上超高、加宽值计算表JD7桩号x(m)外缘hcx中线hcx内缘hcx加宽值bx(m)备注(m)(m)(m)K3+633.0480.000 0.015 0.115 0.015 0.000 R=250m ih=6% Ls=120mK3+640.0006.952 0.046 0.115 0.014 0.046 K3+660.00026.952 0.136 0.115 0.011 0.180 K3+680.00046.952 0.226 0.127 0.002 0.313 K3+700.00066.952 0.316 0.162 -0.020 0.446 K3+720.0

35、0086.952 0.406 0.197 -0.045 0.580 K3+740.000106.952 0.496 0.232 -0.073 0.713 K3+753.0480.555 2.550 -0.093 0.800 K3+760.0000.555 2.550 -0.093 0.800 K3+780.0000.555 2.550 -0.093 0.800 K3+800.0000.555 2.550 -0.093 0.800 K3+820.0000.555 2.550 -0.093 0.800 K3+840.0000.555 2.550 -0.093 0.800 K3+852.2460.5

36、55 2.550 -0.093 0.800 K3+860.0000.555 2.550 -0.093 0.800 K3+880.0000.555 2.550 -0.093 0.800 K3+900.0000.555 2.550 -0.093 0.800 K3+920.0000.555 2.550 -0.093 0.800 K3+940.0000.555 2.550 -0.093 0.800 K3+951.4440.555 2.550 -0.093 0.800 K3+960.000111.444 0.516 0.240 -0.080 0.743 K3+980.00091.444 0.426 0.205 -0.051 0.610 K4+000.00071.444 0.336 0.170 -0.026 0.476 K4+020.00051.444 0.246 0.135 -0.002 0.343 K4+040.00031.444 0.156 0.1150.018 0.210 K4+060.00011.444 0.066 0.1150.036 0.076 K4+071.4440.000 0.015 0.1150.045 0.000