平竖曲线设计计算

计算说明书平曲线计算表1-1平面上各点的坐标交点号交点坐标NEBP906171.600485971.000JD1905712.088485866.000JD2905764.377485400.000JD3905246.154485163.037JD4905463.000484674.126JD5904937.863484392.016JD6905006.394483900.998JD7904701.898482902.778EP904078.200482901.996表1-2各路线转角、交点间距汇总表交占八、、号交点(起终点)坐标坐标增量交占八、、方位角转角XYDxiDYi间距(m)A(0)ia(0)iBP906171.600485971.000JD1905712.088485866.000-459.512-105.000471.356192°52;16.6〃72°30；7.7〃JD2905674.377485400.000-37.711-466.000467.523265°22;24.3〃-56°24；53.5〃JD3905246.154485163.037-428.223-236.963489.414208°57；30.8〃80°4；4.7〃JD4905463.000484674.126216.846-488.911534.842293°55；7.2〃-85°40；24.5〃JD5904937.862484392.016-525.138-282.110596.117208°14；42.7〃69°42；1.2〃JD6905006.394483900.99868.532-491.018495.777277°56；43.9〃-24°54；33.4〃JD7904701.898482902.778-304.496-998.2201043.629253°2；10.5〃72°58；14〃EP904078.200482901.998-623.698-0.780623.698

表1-3平曲线要素表1参数交占转角值a(°)半径R(m)缓和曲线长度L(m)qpJ"72°30/7.7〃200 s 9044.9241.684-56°24;53.5〃2008039.9471.331◎80°4/4.7〃1608039.9171.662亚-85°40;24.5〃1508039.9051.773以69°42/1.2〃20010049.8962.078他-24°54;33.4〃2008039.9910.533JD72°58；14〃25012059.8852.394表1-4平曲线要素表2参数P0(0)切线长度T(m)曲线长度外距校正值交占L(m)E(m)J(m)JD112.892192.810343.08050.09442.541JD211.459147.933276.92528.46318.941JD314.324187.949317.25359.19958.645他15.279180.628304.29156.97356.964JD514.324190.605343.29946.24137.912JD611.459150.540297.37212.5963.708JD,13.751246.548438.39663.92154.700

表1-5平曲线要素表3交占八、、号交点间距（m）曲线位置（桩号）交点（起终点）桩号ZHHYQZYHHZBP471.356K0+000.000JDiK0+278.546K0+368.546K0+450.086K0+531.625K0+621.625K0+471.356467.173吗K0+748.055K0+828.055K0+886.517K0+944.980K1+024.980K0+895.988489.414JD3K1+178.511K1+258.511K1+337.138K1+415.764K1+495.764K1+366.461534.842吗K1+662.029K1+742.029K1+814.175K1+886.321K1+966.321K1+842.657596.117叫K2+191.204K2+291.204K2+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.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）夕卜距E（m）凸凹1K1+340149.0003000102.9901.7682K1+800126.000300091.0651.3823K2+360132.000850083.3000.4084K2+810128.000500096.8500.9385K3+480148.0004300100.1691.1676K4+340133.600400069.1400.598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+237.010147.08K1+240.000147.13147.13K1+258.511147.48147.40K1+280.000147.88147.57K1+300.000148.25147.59K1+320.000148.63147.48K1+337.138148.95147.28K1+340.000149.00147.23K1+360.000148.00147.25K1+380.000147.00146.63终点桩号终点设计高程K1+400.000146.00145.88K1+415.764145.21145.19K1+426.990144.65K1+420.000145.00144.99

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+800.000)K1+708.935130.55K1+720.000130.00130.02K1+742.029128.90129.08K1+760.000128.00128.43K1+780.000127.00127.84K1+800.000126.00127.38K1+814.175126.15127.14K1+820.000126.21127.06K1+840.000126.43126.86终点桩号终点设计高程K1+860.000126.64126.80K1+880.000126.86126.88K1+891.065126.98K1+886.321126.92126.93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+276.700131.11K2+280.000131.14131.14K2+291.204131.26131.25K2+300.000131.36131.33K2+320.000131.57131.46K2+340.000131.79131.55K2+360.000132.00131.59K2+362.854131.98131.59K2+380.000131.82131.59K2+400.000131.64131.53终点桩号终点设计高程K2+420.000131.47131.43K2+434.503131.34131.33K2+443.300131.26K2+440.000131.29131.29

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+713.150128.86K2+720.000128.80128.80K2+740.000128.62128.69K2+760.000128.44128.66K2+769.135128.36128.68K2+780.000128.27128.71K2+800.000128.09128.84K2+810.000128.00128.94K2+820.000127.70128.84K2+837.821128.83129.31K2+840.000128.90129.34终点桩号终点设计高程K2+860.000129.49129.71K2+880.000130.09130.16K2+906.850130.89K2+900.000130.69130.69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+379.831145.01K3+380.000145.02145.01K3+400.000145.61145.56K3+420.000146.21146.02K3+440.000146.81146.39K3+460.000147.40146.66K3+480.000148.00146.83K3+500.000147.67146.92K3+520.000147.33146.91终点桩号终点设计高程K3+540.000147.00146.81K3+560.000146.66146.61K3+580.169146.32K3+580.000146.33146.33表2-7变坡点6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6(K4+340.000)K4+270.860134.76K4+280.000134.60134.61K4+300.000134.27134.38K4+320.000133.93134.24K4+340.000133.60134.20终点桩号终点设计高程K4+360.000133.96134.26K4+380.000134.31134.42K4+409.140134.83K4+400.000134.67134.68三.横断面设计计算表3-1圆曲线上超高、加宽值计算表交占八、、号半径R外缘hc(m)中线hc'(m)内缘hc"(m)加宽值b(m)JD12000.6400.290-0.1160.800JD22000.6400.290-0.1160.800JD31600.7250.325-0.1551.000JD41500.7250.325-0.1551.000JD52000.6400.290-0.1160.800JD65000.3850.185-0.0150.000JD72500.5550.255-0.0930.800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h/内缘h〃加宽值b(m)备注(m)cx(m)cx(m)K0+278.5460.0000.0150.1150.0150.000R=200mih=7%Ls-90mK0+280.0001.4540.0250.1150.0150.013K0+300.00021.4540.1640.1150.0110.191K0+320.00041.4540.3030.158-0.0150.368K0+340.00061.4540.4420.212-0.0530.546K0+360.00081.4540.5810.267-0.0960.724K0+368.5460.6400.290-0.1160.800K0+380.0000.6400.290-0.1160.800K0+400.0000.6400.290-0.1160.800K0+420.0000.6400.290-0.1160.800K0+440.0000.6400.290-0.1160.800K0+450.0860.6400.290-0.1160.800K0+460.0000.6400.290-0.1160.800K0+480.0000.6400.290-0.1160.800K0+500.0000.6400.290-0.1160.800K0+520.0000.6400.290-0.1160.800K0+531.6250.6400.290-0.1160.800K0+540.00081.6250.5820.267-0.0960.726K0+560.00061.6250.4430.213-0.0530.548K0+580.00041.6250.3040.158-0.0160.370K0+600.00021.6250.1650.1040.0110.192K0+620.0001.6250.0260.0490.0150.014K0+621.6250.0000.0150.0450.0150.000

表3-3交点2过渡段上超高、加宽值计算表JD2桩号x(m)外缘hcx中线hcx7内缘hcx〃加宽值b(m)备注(m)(m)(m)K0+748.0550.0000.0150.1150.0150.000R=200mih=7%Ls=80mK0+760.00011.9450.1080.1150.0150.010K0+780.00031.9450.2650.143-0.0100.028K0+800.00051.9450.4210.204-0.0380.045K0+820.00071.9450.5770.265-0.0660.063K0+828.0550.6400.290-0.1160.800K0+840.0000.6400.290-0.1160.800K0+860.0000.6400.290-0.1160.800K0+880.0000.6400.290-0.1160.800K0+886.5170.6400.290-0.1160.800K0+900.0000.6400.290-0.1160.800K0+920.0000.6400.290-0.1160.800K0+940.0000.6400.290-0.1160.800K0+944.9800.6400.290-0.1160.800K0+960.00064.9800.5230.244-0.0440.057K0+980.00044.9800.3660.1830.0450.039K1+000.00024.9800.2100.122-0.0640.022K1+020.0004.9800.0540.1150.0150.004K1+024.9800.0000.0150.1150.0150.000

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h/内缘hcx〃加宽值b(m)备注(m)cx(m)(m)K1+178.5110.0000.0150.1150.0150.000R=160mih=8%Ls=80mK1+180.0001.4890.0280.1150.0150.001K1+200.00021.4890.2060.1200.0120.021K1+220.00041.4890.3830.190-0.0190.041K1+240.00061.4890.5610.260-0.0510.061K1+258.5110.7250.325-0.1551.000K1+260.0000.7250.325-0.1551.000K1+280.0000.7250.325-0.1551.000K1+300.0000.7250.325-0.1551.000K1+320.0000.7250.325-0.1551.000K1+337.1380.7250.325-0.1551.000K1+340.0000.7250.325-0.1551.000K1+360.0000.7250.325-0.1551.000K1+380.0000.7250.325-0.1551.000K1+400.0000.7250.325-0.1551.000K1+415.7640.7250.325-0.1551.000K1+420.00075.7640.6870.310-0.0740.076K1+440.00055.7640.5100.240-0.0560.056K1+460.00035.7640.3320.170-0.0240.036K1+480.00015.7640.1550.1150.0150.016K1+495.7640.0000.0150.1150.0150.000

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h/内缘hcx〃加宽值b(m)备注(m)(m)(m)K1+662.0290.0000.0150.1150.0150.000R=150mih=8%Ls=80mK1+680.00017.9710.1740.1150.0150.018K1+700.00037.9710.3520.178-0.0130.038K1+720.00057.9710.5290.248-0.0450.058K1+740.00077.9710.7070.318-0.0780.078K1+742.0290.7250.325-0.1551.000K1+760.0000.7250.325-0.1551.000K1+780.0000.7250.325-0.1551.000K1+800.0000.7250.325-0.1551.000K1+814.1750.7250.325-0.1551.000K1+820.0000.7250.325-0.1551.000K1+840.0000.7250.325-0.1551.000K1+860.0000.7250.325-0.1551.000K1+880.0000.7250.325-0.1551.000K1+886.3210.7250.325-0.1551.000K1+900.00066.3210.7250.325-0.1551.000K1+920.00046.3210.4260.207-0.0270.046K1+940.00026.3210.2490.137-0.0710.026K1+960.0006.3210.0710.067-0.0390.006K1+966.3210.0000.0150.1150.0150.000

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h/内缘hcx〃加宽值b(m)备注(m)cx(m)(m)K2+191.2040.0000.0150.1150.0150.000R=200mih=7%Ls=100mK2+200.0008.7960.0700.1150.015-0.006K2+220.00028.7960.1950.1160.015-0.020K2+240.00048.7960.3200.165-0.005-0.034K2+260.00068.7960.4450.214-0.025-0.049K2+280.00088.7960.5700.263-0.044-0.063K2+291.2040.6400.290-0.11600.800K2+300.0000.6400.290-0.11600.800K2+320.0000.6400.290-0.11600.800K2+340.0000.6400.290-0.11600.800K2+360.0000.6400.290-0.11600.800K2+362.8540.6400.290-0.11600.800K2+380.0000.6400.290-0.11600.800K2+400.0000.6400.290-0.11600.800K2+420.0000.6400.290-0.11600.800K2+434.5030.6400.290-0.11600.800K2+440.00094.5030.6060.277-0.1040.756K2+460.00074.5030.4810.228-0.0640.596K2+480.00054.5030.3560.179-0.0290.436K2+500.00034.5030.2310.1300.0020.276K2+520.00014.5030.1060.0000.0130.116K2+534.5030.0000.0150.0000.0150.000

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h/内缘hcx〃加宽值b(m)备注(m)cx(m)(m)K2+689.1350.0000.0150.1150.0150.000R=500mih=4%Ls=80mK2+700.00010.8650.0560.1150.015K2+720.00030.8650.1480.1150.015K2+740.00050.8650.2410.1340.007K2+760.00070.8650.3330.169-0.008K2+769.1350.3850.185-0.015K2+780.0000.3850.185-0.015K2+800.0000.3850.185-0.015K2+820.0000.3850.185-0.015K2+837.8210.3850.185-0.015K2+840.0000.3850.185-0.015K2+860.0000.3850.185-0.015K2+880.0000.3850.185-0.015K2+900.0000.3850.185-0.015K2+906.5070.3850.185-0.015K2+920.00066.5070.3230.161-0.0049K2+940.00046.5070.2300.1260.0101K2+960.00026.5070.1380.1150.0150K2+980.0006.5070.0450.1150.0150K2+9