道路改移曲线要素表VIP免费

切线长度半 径缓和参数曲线长度外距点间 距直线长T1R1A1Ls1R2LcT2R3A2Ls2桩GK0+000桩桩桩桩桩Ｎ3914639.557ＮＮＮＮＮＥ420083.970ＥＥＥＥＥ方方方方方方桩GK0+039.51426.121桩桩GK0+13.394桩GK0+034.885桩GK0+056.376桩Ｎ3914674.556ＮＮ3914651.420Ｎ3914665.446Ｎ3914665.730ＮＥ420102.311ＥＥ420090.187Ｅ420105.862Ｅ420126.895Ｅ方26.121方方27-39-27方68-42-08.73方109-44-52方桩GK0+104.97421.457桩桩GK0+083.517桩GK0+102.144桩GK0+120.770桩Ｎ3914649.309ＮＮ3914656.559Ｎ3914655.932Ｎ3914666.078ＮＥ420172.635ＥＥ420152.440Ｅ420170.758Ｅ420186.022Ｅ方21.457方方109-44-55方74-10-26方38-36-06方桩GK0+210.01216.79桩桩GK0+193.220桩GK0+208.529桩GK0+223.838桩Ｎ3914735.822ＮＮ3914722.698Ｎ3914731.765Ｎ3914733.753ＮＥ420241.700ＥＥ420231.223Ｅ420243.352Ｅ420258.365Ｅ方16.79方方38-36-07方67-50-25方97-04-38方桩GK0+328.50323.449桩桩GK0+305.054桩GK0+324.958桩GK0+344.861桩Ｎ3914720.857ＮＮ3914723.746Ｎ3914727.785Ｎ3914742.741ＮＥ420362.233ＥＥ420338.962Ｅ420358.081Ｅ420370.656Ｅ方23.449方方97-04-36方59-03-47方21-03-07方桩GK0+410.84926.699桩桩GK0+384.151桩GK0+407.693桩GK0+431.235桩Ｎ3914804.325ＮＮ3914779.408Ｎ3914797.715Ｎ3914805.026ＮＥ420394.360ＥＥ420384.770Ｅ420399.027Ｅ420421.050Ｅ方26.699方方21-03-11方54-46-28方88-29-44方桩GK0+434.888桩桩桩桩桩Ｎ3914805.122ＮＮＮＮＮＥ420424.707ＥＥＥＥＥ方方方方方方缓圆（HY）曲中（QZ）圆缓（YH)缓直（HZ)交 点 坐 标缓和曲线起点缓和曲线终点或圆曲线起点圆曲线中点圆曲线终点或缓和曲线起点 缓和曲线终点E9.7786.8844.3808.0778.09251.37143.71436.1993030303040(Y)67-26-37.7转 角（°′″ ）(Y)82-05-28.7(Z)71-08-49.6(Y)52-28-34.1(Z)76-01-32.13.653（m）13.39427.14172.4581.21639.2938-36-03.7697-04-38.8121-03-06.5388-29-43.06计算方位角（°′″ ）27-39-24109-44-55.0789.43730.351交 点（m）39.51474.719110.700121.458JD5JD6号JD0JD1JD2JD3JD4直 线、曲 线 及 转 角 表项目名称：DK12+644道路改移图号：黄韩侯施线04-01-01曲 线 要 素 表 （m）曲 线 主 点 位 置及交曲线间交 点 桩 号直缓（ZH)切线长度半 径缓和参数曲线长度外距点间 距直线长T1R1A1Ls1R2LcT2R3A2Ls2桩GK0+000...