站 点 名 称A置镜点B后视点X47361.34247550.687桩 号K22+533.72K22+540.00K22+550.00K22+560.00K22+570.00K22+580.00K22+590.00K22+600.00K22+610.00K22+620.00K22+630.00K22+640.00K22+650.00K22+660.00K22+670.00K22+680.00K22+690.00K22+700.00K22+710.00K22+720.00K22+730.00K22+740.00K22+750.00K22+760.00K22+770.00K22+780.00Y98297.04498125.443X47431.53047428.63047424.02347419.44047414.89647410.40647405.98547401.64947397.41247393.29047389.29047385.41247381.65747378.02747374.52147371.14047367.88547364.75647361.75447358.88047356.13447353.51647351.02747348.66747346.43747344.337输入置镜点可以施测的桩号范围__K22+620.00K22+750.00施测的桩号范围必须在以下控制范围内--曲线段K22+533.72K22+945.80--边左放样计算边右放样计算平 距水平夹角平 距水平夹角非对称缓圆序号ZH12345678910111213141516171819202122232425属 性直 缓 点第一缓和段第一缓和段第一缓和段第一缓和段第一缓和段第一缓和段第一缓和段第一缓和段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段路中曲线段坐标及放样(极坐标法)计算Y98390.88098385.30998376.43398367.54598358.63898349.70298340.73398331.72298322.66498313.55398304.38898295.17198285.90298276.58598267.22098257.80898248.35398238.85598229.31798219.73998210.12398200.47298190.78798181.06998171.32198161.544平 距水平夹角35.96128.89624.14323.17026.40032.60640.44049.12858.28967.72977.34587.07796.889106.75769°30′47″31.13556°54′32″22.48837°44′6″15.82813°26′36″14.282351°22′59″19.131336°1′30″27.140326°12′24″36.273319°50′19″45.861315°32′36″55.669312°32′3″65.596310°21′41″75.595308°45′23″85.639307°33′8″95.712306°38′26″105.80482°32′56″71°8′53″47°50′46″8°59′37″337°49′19″322°13′13″314°15′6″309°42′11″306°52′29″305°0′46″303°44′33″302°51′32″302°14′29″301°48′52″43.08237.47133.99033.31635.60840.36346.83654.41762.70471.45180.50689.77699.197108.73158°52′0″47°16′42″32°25′8″15°36′13″359°35′30″346°30′7″336°40′56″329°30′55″324°15′58″320°21′44″317°24′26″315°8′2″313°21′40″311°57′51″第 1 页
非对称缓圆序号26272829303132333435363738394041属 性圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段圆 弧 段第二缓和段第二缓和段第二缓和段第二缓和段第二缓和段第二缓和段第二缓和段第二缓和段第二缓和段桩 号K22+790.00K22+800.00K22+810.00K22+820.00K22+830.00K22+840.00K22+850.00K22+860.00K22+870.00K22+880.00K22+890.00K22+900.00K22+910.00K22+920.00K22+930.00K22+940.00路中曲线段坐标及放样(极坐标法)计算X47342.36847340.53047338.82347337.24747335.80347334.49247333.31247332.26547331.34447330.53547329.82347329.19347328.63147328.12247327.65247327.204Y98151.74098141.91198132.05798122.18298112.28798102.37498092.44498082.49998072.54198062.57498052.59998042.61998032.63598022.64898012.65998002.669平 距水平夹角边左放样计算平 距水平夹角边右放样计算平 距水平夹角第 2 页
非对称缓圆序号属 性桩 号路中曲线段坐标及放样(极坐标法)计算XY平 距水平夹角边左放样计算平 距水平夹角边右放样计算平 距水平夹角第 3 页