线元法输入示例直曲表.pdf

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1、直线、曲线及转角表腾陇高速XX段第1页　共2页S2-4曲　线　参　数（m）曲　　线　　要　　素　　桩　　位　　置交交点桩号交点计算方位角曲线间转角圆曲线回旋线线元长曲线长切线长外距点第一回旋线第一回旋线终点第二回旋线起点第二回旋线及间距直线长△A1Ls1T1备注编RLcLE号交点坐标（m）（°′″）（m）（°′″）起　　　点或圆曲线起点或圆曲线终点终　　　点A2Ls2T2桩K1+505.184桩桩桩桩X2768793.828XXXXQDY522824.873YYYY方方方方方327.643207°56′12.3″0桩K1+832.82700.00032

2、7.643桩桩K1+505.184桩K2+063.451桩K2+230.118X2768504.367XX2768793.828X2768263.814X2768097.682JD01左24°30′26.5″1500558.267724.93435.366Y522671.374YY522824.873Y522660.050Y522647.003方500166.667407.415方方207°56′12.3″方186°36′45.0″方183°25′45.8″1246.847183°25′45.8″563.720桩K3+069.55000.000275.

3、711桩桩K2+793.838桩K3+343.716桩X2767259.753XX2767534.971X2766992.152XJD02右10°30′06.8″3000549.878549.87812.643Y522596.789YY522613.282Y522530.410Y方00.000275.711方方183°25′45.8″方193°55′52.6″方1260.430193°55′52.6″697.400桩K4+328.43500.000287.319桩桩K4+041.116桩K4+614.007桩X2766036.398XX2766315.

4、266X2765775.730XJD03右10°56′29.1″3000572.891572.89113.727Y522293.331YY522362.505Y522172.483Y方00.000287.319方方193°55′52.6″方204°52′21.7″方2191.037204°52′21.7″1043.388桩K6+517.725600200.000860.330桩K5+657.394桩K5+857.394桩K7+095.565桩K7+295.565X2764048.592X2764829.122X2764646.172X2763432.9

5、96X2763244.898JD04左45°46′42.2″18001238.1701638.170154.853Y521371.773Y521733.631Y521652.896Y521610.881Y521678.766方600200.000860.330方204°52′21.7″方201°41′22.5″方162°16′38.7″方159°05′39.5″2352.509159°05′39.5″654.624桩K8+787.744730242.227837.555桩K7+950.189桩K8+192.416桩K9+334.784桩K9+577.0

6、11X2761850.951X2762633.369X2762405.570X2761277.416X2761042.521JD05右36°03′35.1″22001142.3681626.822114.778Y522211.221Y521912.356Y521994.612Y522051.285Y521992.271方730242.227837.555方159°05′39.5″方162°14′54.8″方191°59′59.4″方195°09′14.6″2925.403195°09′14.6″1736.649桩K11+664.859500166.66

7、7351.199桩K11+313.660桩K11+480.327桩K11+843.553桩K12+010.219X2759027.275X2759366.261X2759206.247X2758878.593X2758740.983JD06右20°14′25.5″1500363.226696.55924.491Y521446.476Y521538.285Y521491.750Y521337.049Y521243.060方500166.667351.199方195°09′14.6″方198°20′13.8″方212°12′41.0″方215°23′40.

8、1″820.750215°23′40.1″0桩K12+479.770500166.667469