交点号交点桩号转角值曲线要素值(m)曲线控制桩号半径R(m）缓和曲线长度Ls(m）切线长度Th(m）外距Eh(m）校正值Jh(m）第一缓和曲线起点ZH第一缓和曲线终点或圆曲线起点HY曲线中点QZ第二缓和曲线或圆曲线终点YH第二缓和曲线起点HZ起点K0+000.0001K0+340.147右偏15°10′30.0″500.00070.00101.653202.4290.877K0+238.494K0+308.494K0+339.709K0+370.923K0+440.9232K0+825.834左偏63°51′42.0″250.00060.00186.157338.64933.666K0+639.676K0+699.676K0+809.001K0+918.325K0+978.325交点号交点桩号转角值曲线要素值(m)曲线控制桩号半径R(m）缓和曲线长度Ls(m）切线长度Th(m）外距Eh(m）校正值Jh(m）第一缓和曲线起点ZH第一缓和曲线终点或圆曲线起点HY曲线中点QZ第二缓和曲线或圆曲线终点YH第二缓和曲线起点HZ3K1+313.156右偏66°23′23.0″200.00060.00161.31839.89730.893K1+151.838K1+211.838K1+297.710K1+383.582K1+443.5824K1+732.851左偏75°37′32.0″150.00050.00141.92140.74735.854K1+590.930K1+640.930K1+714.924K1+788.917K1+838.917交点号交点桩号转角值曲线要素值(m)曲线控制桩号半径R(m）缓和曲线长度Ls(m）切线长度Th(m）外距Eh(m）校正值Jh(m）第一缓和曲线起点ZH第一缓和曲线终点或圆曲线起点HY曲线中点QZ第二缓和曲线或圆曲线终点YH第二缓和曲线起点HZ5K2+223.434右偏44°46′24.0″250.00060.00133.207255.36121.02611.054K2+090.226K2+150.226K2+217.907K2+285.5872345.5876K2+856.333右偏10°15′20.0″800.00070.00106.809213.1933.4710.425K2+749.524K2+819.524K2+856.121K2+892.7172962.717交点号交点桩号转角值曲线要素值(m)曲线控制桩号半径R(m）缓和曲线长度Ls(m）切线长度Th(m）外距Eh(m）校正值Jh(m）第一缓和曲线起点ZH第一缓和曲线终点或圆曲线起点HY曲线中点QZ第二缓和曲线或圆曲线终点YH第二缓和曲线起点HZ8K3+665.414右偏55°34′57.0″180.00050.00120.157224.61724.12315.696K3+545.258K3+595.258K3+657.566K3+719.875终点K3+900.4633769.8753900.463直线、曲线及转角
表
关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf
某公路某段交点号交点坐标交点桩号转角值(度)曲线要素值(m)XY半径R(m）缓和曲线长度Ls(m）切线长度T(m）曲线长度L(m）外距E(m）校正值J(m）1234567891011起点4090135.000500969.000K0+000.000JD14088313.000499678.000K2+240.000左转21°42′57″400.000100.000126.897251.6057.2922.189ID24087313.000499436.000K3+269.000右转27°09′22″450.000100.000158.888313.28413.8914.492终点4085924.000498240.000K5+107.000交点号曲线位置直线长度(m)及方向(度)测量断桩第一缓和曲线起点ZH第一缓和曲线终点或圆曲线起点HY曲线中点QZ第二缓和曲线或圆曲线终点YH第二缓和曲线起点HZ直线长度(m)交点间距（m）计算方位角或计算方向角(度)备注112131415161718192021起点ZH=JD-THY=ZH+LsQZ=YH-(L-2*Ls)/2YH=HZ-LsHZ=HY+(L-Ls)JD1K2+113.103K2+213.103K2+238.9055K2+264.708K2+364.708745.4041029.000213°36′15″ID2K3+110.112K3+210.112K3+266.754K3+323.396K3+423.3961683.6041838.000229°14′13″终点
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