施工测量数据表 自动计算

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直线、曲线及转角表
交 点 号 0 1 2 3 4 5 6 7 8 9 10 11 12 13 交点桩号 K0+000.00 K1+181.015 K2+223.501 K3+325.778 K4+954.508 K5+329.654 K5+914.785 K6+087.204 K6+533.656 K7+685.191 K8+090.427 K8+564.364 K9+069.63 K9+444.46 交点坐标 N 3239001.414 3239230.180 3239805.831 3239865.276 3240205.149 3240223.669 3240246.702 3240257.056 3240279.333 3240476.566 3240329.180 3240553.024 3240368.064 3240331.735 E 421500.944 422659.590 423531.936 424638.554 426232.116 426607.308 427191.986 427364.098 427809.995 428944.823 429326.509 429768.928 430253.303 430627.082 431382.552 431661.339 432018.635 432511.787 432997.570 433524.280 434347.115 435364.581 436543.114 (Z)22°15′5.06″ (Y)30°20′43.9″ (Z)8°57′53.1″ (Y)9°12′49.26″ (Y)0°34′11.81″ (Z)1°11′12.21″ (Y)0°34′57.22″ (Z)6°59′57.81″ (Y)30°58′23.97″ (Z)47°57′4.13″ (Y)47°44′12.53″ (Z)15°20′53.2″ (Y)13°18′11.44″ (Z)16°17′20.88″ (Y)19°31′52.69″ (Z)11°18′38.93″ (Y)24°54′35.25″ (Z)10°21′24.61″ (Z)18°6′6.97″ (Z)8°58′45.9″ (Y)16°51′26.7″ 490 420 2100 90 90 210.000 214.942 0.000 369.459 0.000 0.000 0.000 444.972 134.907 200.000 147.817 141.421 165.831 250.998 195.959 236.643 183.303 252.488 192.678 360.555 185.203 210.000 214.942 0.000 369.459 0.000 0.000 0.000 444.972 134.907 200.000 147.817 141.421 165.831 250.998 195.959 236.643 183.303 252.488 192.678 360.555 185.203 0.689 1.200 0.000 0.353 0.000 0.000 0.000 0.280 0.785 1.041 1.632 0.260 0.252 0.482 0.555 0.255 0.635 0.276 0.473 0.320 0.417 0.689 1.200 0.000 0.353 0.000 0.000 0.000 0.280 0.785 1.041 1.632 0.260 0.252 0.482 0.555 0.255 0.635 0.276 0.473 0.320 0.417 44.987 54.969 0.000 52.497 0.000 0.000 0.000 54.998 34.979 49.974 47.432 24.997 27.497 44.994 39.991 34.998 39.988 37.498 37.493 49.998 34.994 44.987 54.969 0.000 52.497 0.000 0.000 0.000 54.998 34.979 49.974 47.432 24.997 27.497 44.994 39.991 34.998 39.988 37.498 37.493 49.998 34.994 5.262 7.503 0.000 2.314 0.000 0.000 0.000 1.751 7.713 7.162 5.262 7.503 0.000 2.314 0.000 0.000 0.000 1.751 7.713 7.162 141.485 169.191 164.624 157.277 52.225 51.782 50.839 165.099 107.235 228.324 149.925 78.930 85.835 145.243 122.700 114.245 132.893 114.556 116.420 152.100 107.664 141.485 169.191 164.624 157.277 52.225 51.782 50.839 165.099 107.235 228.324 149.925 78.930 85.835 145.243 122.700 114.245 132.893 114.556 116.420 152.100 107.664 100.297 112.444 328.575 104.052 104.448 103.561 101.676 109.892 70.552 234.762 96.628 57.150 61.092 109.009 83.625 87.929 102.598 78.647 81.390 103.737 74.167 K1+039.529 K2+054.31 K3+161.154 K4+797.231 K5+277.429 K5+863.003 K6+036.366 K6+368.557 K7+577.956 K7+862.102 K8+414.439 K8+990.7 K9+358.625 K1+129.529 K2+164.31 K3+161.154 K4+902.231 K5+277.429 K5+863.003 K6+036.366 K6+478.557 K7+647.956 K7+962.102 K8+509.439 K9+040.7 K9+413.625 K1+179.678 K2+220.533 K3+325.442 K4+954.256 K5+329.653 K5+914.783 K6+087.204 K6+533.504 K7+683.232 K8+079.484 K8+557.753 K9+069.275 K9+444.172 K10+241.45 K10+518.89 K1+229.826 K2+276.755 K3+489.729 K5+006.282 K5+381.877 K5+966.564 K6+138.042 K6+588.45 K7+718.508 K8+196.865 K8+606.067 K9+097.85 K9+474.718 转角值 曲线要素值 R Ls1 Ls2 A1 A2 p1 p2 q1 q2 β1 β2 T1 T2 LG ZH HY 曲线主点桩号 QZ YH HZ K0+000 1039.529 K1+319.826 734.484 110 110 0 0 K2+386.755 774.399 K3+489.729 1307.501 1300 105 105 #### 5000 #### 0 0 0 0 0 0 K5+111.282 166.147 K5+381.877 481.125 K5+966.564 69.802 K6+138.042 230.515 1800 110 110 260 400 230 400 500 700 480 800 420 850 495 70 70 K6+698.45 879.506 K7+788.508 73.594 100 100 95 50 55 90 80 70 80 75 75 95 50 55 90 80 70 80 75 75 K8+296.865 117.574 11.833 11.833 3.581 3.151 3.683 4.775 2.507 5.457 2.528 4.341 2.204 4.093 3.581 3.151 3.683 4.775 2.507 5.457 2.528 4.341 2.204 4.093 K8+701.067 289.634 K9+147.85 210.775 K9+529.718 567.228 14 K10+242.189 3240073.749 15 K10+519.778 3240061.258 16 K10+903.622 3239916.199 17 K11+405.082 3239822.251 18 K12+000.055 3239473.236 19 K12+582.368 3239223.824 20 K13+410.361 3239119.337 21 K14+427.833 3239150.290 22 K15+647.439 3238831.968 K10+096.946 K10+186.946 K10+397.078 K10+477.078 K10+295.955 K10+385.955 11.123 K10+560.703 K10+640.703 148.674 K10+789.377 K10+859.377 K10+903.342 K10+947.306 K11+017.306 254.883 K11+272.189 K11+352.189 K11+403.488 K11+454.787 K11+534.787 350.712 K11+885.499 K11+960.499 K11+999.823 K12+039.146 K12+114.146 351.802 K12+465.948 K12+540.948 K12+581.643 K12+622.338 K12+697.338 560.923 1300 100 100 490 70 70 K13+258.261 K13+358.261 K13+410.129 K13+461.997 K13+561.997 758.173 K14+320.17 K15+647.439 K14+390.17 K14+427.253 K14+464.336 K14+534.336 1113.103 1220.766 105°06′53.72″ 1017.936 88°15′27.01″ 829.443 97°14′12.92″ 582.778 115°20′19.89″ 598.161 125°41′44.5″ 502.021 100°47′09.25″ 385.620 112°05′48.17″ 279.066 92°33′55.49″ 798.306 108°51′16.37″ 375.540 95°33′04.92″ 518.488 110°53′58.12″ 495.823 63°09′45.59″ 409.154 111°06′49.72″ 1151.840 80°08′25.75″ 446.453 87°08′23.56″ 172.423 86°33′26.34″ 585.132 87°44′38.55″ 375.649 87°10′26.73″ 1629.402 77°57′37.47″ 1108.214 86°55′30.57″ 1045.161 56°34′46.67″ 1181.015 78°49′51.74″ 直线长 直线长度及方向 交点间距 方位角
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直线、曲线及转角表
交 点 号 交点桩号 交点坐标 N E 转角值 曲线要素值 R Ls1 Ls2 A1 A2 p1 p2 q1 q2 β1 β2 T1 T2 LG ZH HY 曲线主点桩号 QZ YH HZ 直线长 直线长度及方向 交点间距 方位角
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