襄渝二线施工六标曲线资料计算

曲线缓和设 计实 测交点号切线长曲线全长切线长曲线全长半径曲线曲线转角曲线转角长J1D3273500160Z.27-19-42930.96211829.3929Z.27-19-33.1930.88211829.242JD328JD336JD337J1D338J1D339ZJ1D340JD347JD348JD349JD358JD362JD363JD364JD365JD366JD367JD368JD3693500250014005000300570530002800280012004000450035003000300035003500350080130130180Y.5-06-36151.5613Z.9-56-22186.7777Z.5-33-36307.7978Y.7-45-40293.8636302.9658Y.5-06-59.33372.8664差值(实测-设计)限差新 ZH 里程新 HZ 里程-8.9″YD1K641+434.944YD1K643+264.186YDK644+848.755ZDK646+786.000ZDK647+331.528D1K647+886.336D1K649+450.641YDK646+959.496ZDK647+089.249ZDK647+704.192D1K648+502.239D1K650+037.483160Y.31-56-281081.7482111.1714Y.31-56-02.611081.5152110.741-25.39″151.703303.2486+23.33″Z.9-55-52.1186.6755372.6635-29.9″615.2015Z.5-34-04.92308.1492615.9026+28.92″587.0481Y.7-45-25.82293.7598586.8415-14.18″351.9112Z.16-24-31.36176.8101351.9022-2.64″150Z.16-24-34176.8148ZD1K650+514.342ZD1K650+866.244YD1K651+255.999YD1K652+877.802YDK653+513.194YDK655+430.827ZDK658+426.700YDK663+439.606YDK667+068.312YDK669+757.826YDK672+699.723YDK674+227.549YDK676+994.688YDK677+841.305YDK679+101.565日期:2005.8.25

YDK655+068.067YDK657+272.619YDK658+792.310ZDK658+723.817YDK665+334.224YDK669+289.749YDK671+643.365YDK674+031.276YDK676+401.899YDK677+553.555YDK678+749.065YDK679+634.466YJ1D3402800200Z.29-05-47826.79281621.9178Z.29-05-38.52826.73131621.803-8.48″180Y.26-15-48789.97221555.1449Y.26-15-29.29789.82871554.873-18.71″200Y.33-35-34945.35271841.6528Y.33-35-44.24945.42861841.792+10.24″90Z.9-53-31148.8685297.1764Z.9-53-20.71148.8383297.1165-10.29″200Z.23-46-17689.44351361.6892Z.23-46-25.59689.50441361.806+8.59″±30″YDK657+430.504140Z.25-08-19961.90111895.0061Z.25-07-58.99961.69741894.6181-20.01″120Y.26-45-281130.331180Z.21-59-52673.1653180Z.38-05-41160160Z.6-31-42279.6286Y.6-06-062221.551Y.26-45-22.771130.27032221.4369-5.23″1331.801Z.21-59-34.97673.03681331.5533-17.03″558.7932Z.6-31-46.32279.6654558.8665+4.32″907.6312Y.12-14-27.63455.3403907.7606+7.63″Y.6-06-16.1266.6419复核:孙太石

532.901-10.1″160Y.28-14-36960.62171885.2871Y.28-14-50.83960.75551885.5387+14.83″1125.912174.635Z.38-05-21.421125.75072174.3502-19.58″160Y.12-14-20455.2748266.556532.7296计算:王 毅

线 路 转 点 桩 拨 正 量 计 算 表 第 7 页

序 号123456789101112131415点 号ZD337-1ZD358-2ZD358-3ZD362-2ZD362-3ZD362-4ZD362-5JD365-8JD366-1JD366-9新JD367-1ZD368-1ZD368-2ZD369-1ZD369-2调 整 量(m)-0.016+0.015+0.003+0.009+0.023+0.022+0.044-0.005-0.026+0.045+0.116+0.093+0.087+0.003-0.007曲线调整后切线桩点拨正量 各桩点调整以线路前进方向，“+”号为向线路右侧调整；“-”号为向线路左侧调整，调整时要垂直切线，不可搞反方向。直线调直拨正量，请拨正后进行穿线复核。备 注 说明：由于JD365、JD366、JD367、三个曲线实测转角超限，通过CAD画图对JD365-8、JD366-1、JD366-9、新JD367-1等切线桩进行调整，求出新的曲线转角后符合规范要求。所有曲线均按新的曲线转角重新计算曲线要素，得出新的曲线头、尾里程。请施工单位复核无误后方可施工。

计算:王 毅

复核:孙太石

日期:2005.8.25