纵坡.竖曲线表

1、纵 坡 、 竖 曲 线 表S2-5S238邵阳县塘渡口至霞塘云公路工程第 1 页 共 3 页序 号桩 号竖 曲 线纵 坡（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点桩号终点桩号+-（m）（m）0K0+000365.82-1.6130741K0+130363.748000560.196K0+074K0+186-318080.252K0+310358.34250043.750.3828125K0+266.250K0+353.750-6.5600510.753K0+910319.34260045.50.398125K0+864.500K0

2、+955.500-31202.49999E-074K1+030315.743311.111174.499999750.838124997K0+955.500K1+104.500-7.5400269.25000025K1+430285.74250056.250.6328125K1+373.750K1+486.250-312012.756K1+550282.142550510.51K1+499K1+601-7345.13240.61367K1+850257.9809200053.51640.716001267K1+796.484K1+903.516-1.64836250164.06568K2+10

3、0253.861000032.4180.052546336K2+067.582K2+132.418-115075.5829K2+250252.366000420.147K2+208K2+292-2.425015210K2+500246.368000560.196K2+444K2+556-133023511K2+830243.066000390.12675K2+791K2+869-2.337026712K3+200234.558000640.256K3+136K3+264-0.732021613K3+520232.3110000400.08K3+480K3+560-1.520086.514K3+

4、720229.31300073.50.900375K3+646.500K3+793.5003.421092.515K3+930236.454000440.242K3+886K3+9741.21605616K4+090238.375000600.36K4+030K4+150-1.216034.6956521717K4+250236.45400065.304347830.533082231K4+184.696K4+315.3042.06521739230115.565217418K4+480241.2500049.130434780.241379962K4+430.870K4+529.1300.1

5、330195.369565219K4+810241.53300085.51.218375K4+724.500K4+895.5005.82308920K5+040254.87300055.50.513375K4+984.500K5+095.500编制：复核： 审核：纵 坡 、 竖 曲 线 表S2-5S238邵阳县塘渡口至霞塘云公路工程第 2 页 共 3 页序 号桩 号竖 曲 线纵 坡（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点桩号终点桩号+-（m）（m）20K5+040254.87300055.50.513375K4+984.500K

6、5+095.5002.132019721K5+360261.59500067.50.455625K5+292.500K5+427.500-0.6290174.522K5+650259.851500480.768K5+602K5+698-7260162.523K5+910241.65200049.50.6125625K5+860.500K5+959.500-2.05260165.524K6+170236.3260000450.016875K6+125K6+215-1.91203025K6+290234.0410000450.10125K6+245K6+335-2.812015.626K6+410

7、230.68330059.40.5346K6+350.600K6+469.4000.816039.627K6+570231.9610166.66667610.183K6+509K6+6312130-2.0009E-1128K6+700234.566000690.39675K6+631K6+769-0.3330186.865384629K7+030233.57300074.134615380.9159902K6+955.865K7+104.1354.64230769260131.230769230K7+290245.64300054.634615380.4974902K7+235.365K7+3

8、44.635120091.3653846231K7+490247.646000540.243K7+436K7+5442.8320228.532K7+810256.6300037.50.234375K7+772.500K7+847.5000.31507233K7+960257.05300040.50.273375K7+919.500K8+000.5003300175.534K8+260266.052100841.68K8+176K8+344-515021.7535K8+410258.55400044.250.244757813K8+365.750K8+454.250-2.7875240151.0

9、536K8+650251.86160044.70.624403125K8+605.300K8+694.7002.816075.337K8+810256.344000400.2K8+770K8+8500.81506238K8+960257.548000480.144K8+912K9+008-0.41606639K9+120256.98000460.13225K9+074K9+1660.7540028940K9+520259.94000650.528125K9+455K9+585纵 坡 、 竖 曲 线 表S2-5S238邵阳县塘渡口至霞塘云公路工程第 3 页 共 3 页序 号桩 号竖 曲 线纵 坡

10、（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点桩号终点桩号+-（m）（m）40K9+520259.94000650.528125K9+455K9+585429017341K9+810271.52000520.676K9+758K9+862-1.21706142K9+980269.463000570.5415K9+923K10+0372.616061.443K10+140273.62160041.60.5408K10+098.400K10+181.600-2.616063.0153846244K10+300269.461000055.3

11、84615380.153372781K10+244.615K10+355.385-1.492307726013745K10+560265.58300067.615384620.761973373K10+492.385K10+627.615-618074.8846153846K10+740254.78300037.50.234375K10+702.500K10+777.500-3.5240127.547K10+980246.3810000750.28125K10+905K1111+130243.386000480.192K11+082K11+178-3.61504149K11+280237.982000610.93025K11+219K11+3412.520081.1470588250K11+480242.98200057.852941180.836740701K11+422.147K11+537.853-3.2852941340228.367647151K11+820231.81300053.779411760.482037522K11+766.221K11+873.7790.315040.7205882452K11+970232.26300055.50.513375K11+914.500K12+025.5