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橋梁計算表帶公式
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1、序號交點I夾角豎曲線切線長樁號高程半徑(米)(米)12345671K109+200.000977.8202K109+450.000981.5900.0151-1.0911 24664.19248.1873K110+100.000978.310-0.00500.5000 30000.00218.1704K111+000.000986.8600.0095-0.4258 30000.00187.4805K111+520.000985.300-0.00300.2804 50000.00204.1086K113+000.000992.9400.0052-0.0726 200000.00216.2277K2、113+600.000994.7400.00300.1549 50000.00115.0228K114+200.000999.3000.0076-1.0030 28977.27254.9889K114+600.000995.300-0.01000.4644 21323.53144.94010K115+340.000997.9600.0036-0.2240 60000.00197.80511K115+840.000996.460-0.00300.4808 30000.00210.02512K116+500.0001003.7200.0110-0.5460 40000.00319.98413K113、7+300.000999.720-0.00500.5460 20000.00159.99214K117+800.0001005.2200.0110-0.5826 40000.00339.96015K118+350.0001001.920-0.00601.0519 22105.26210.00516K119+000.0001010.3700.0130-0.5460 30000.00239.98817K119+300.0001009.470-0.003018192021曲線主點里程ZYYZ返返回回控控制制臺臺89K109+201.813K109+698.187250.000K109+881.8304、K110+318.170650.000K110+812.520K111+187.480900.000K111+315.892K111+724.108520.000K112+783.773K113+216.2271480.000K113+484.978K113+715.022600.000K113+945.012K114+454.988600.000K114+455.060K114+744.940400.000K115+142.195K115+537.805740.000K115+629.975K116+050.025500.000K116+180.016K116+819.984660.000K5、117+140.008K117+459.992800.000K117+460.040K118+139.960500.000K118+139.995K118+560.005550.000K118+760.012K119+239.988650.000300.000 建設名稱:省道1931線潮州段改建工程直線、曲線及轉角表第99頁 共116頁序號交點坐標交點偏角圓曲線緩和曲線(米)切線長平曲線外距曲線主點里程XY樁號(度分秒)半徑(米)ls1ls2(米)(米)(米)ZHHYQZ1234567891011121314151159637.5026532730.2192K109+851.433返回控制臺26、159595.3058530967.8766K111+614.281-21.531803414.5000400400860.614860.614904.41965.239K110+753.667K111+153.667K111+605.8773158602.0000528657.0000K114+112.78753.591631300.0000400400864.661864.661824.944164.695K113+248.126K113+648.126K114+060.5984159411.0000527296.0000K115+591.698-40.123511000.000025027、50491.932491.932451.79267.661K115+099.766K115+349.766K115+575.6625159252.0000526344.0000K116+524.81230.340881179.9911300300473.255473.255329.56446.561K116+051.557K116+351.557K116+516.3396159847.0000524801.0000K118+161.612-40.415402573.10924504501180.4911180.4911377.731174.771K116+981.120K117+431.1208、K118+119.9867159450.7870523688.9853K119+258.851 編制:復核:日期:建設名稱:省道1931線潮州段改建工程直線、曲線及轉角表第100頁 共116頁序號交點坐標交點偏角圓曲線緩和曲線(米)切線長平曲線外距曲線主點里程XY樁號(度分秒)半徑(米)ls1ls2(米)(米)(米)ZHHYQZ123456789101112131415 編制:復核:日期:建設名稱:省道1931線潮州段改建工程直線、曲線及轉角表第101頁 共116頁交點間直線段距離兩交點間距離切線方位角YHHZ(米)(米)(度分秒)1617181920K112+058.086K112+458.9、086902.2341762.848268.3742K114+473.070K114+873.070790.0402515.315246.4424K115+801.558K116+051.558226.6961583.288300.4341K116+681.121K116+981.1210.000965.187260.3105K118+808.851K119+258.851-0.0011653.745291.05140.0011180.492250.2320 編制:復核:日期:建設名稱:省道1931線潮州段改建工程直線、曲線及轉角表第102頁 共116頁交點間直線段距離兩交點間距離切線方位角Y10、HHZ(米)(米)(度分秒)1617181920 編制:復核:日期:總里程及斷鏈樁號表總里程(公里號)測量樁號斷鏈樁號斷鏈斷鏈累計換算連續里程增長(m)減短(m)長鏈(m)短短鏈鏈(m)(m)109856.62 109851.4335.1875.187備注 建設名稱:逐樁坐標表第105頁 共116頁樁號法線方位角中樁坐標高程樁號法線方位角中樁坐標高程樁號法線方位角中樁坐標高程X(N)Y(E)X(N)Y(E)X(N)Y(E)K109+850.000 2683742.00 159637.539532731.652979.572K110+530.000 2683742.00 159621.2615311、2051.847982.395K111+210.000 2641937.30 159593.424531372.582986.230K109+870.000 2683742.00 159637.060532711.657979.471K110+550.000 2683742.00 159620.782532031.852982.585K111+230.000 2635929.13 159591.388531352.686986.170K109+890.000 2683742.00 159636.581532691.663979.371K110+570.000 2683742.00 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共116頁樁號法線方位角中樁坐標高程樁號法線方位角中樁坐標高程樁號法線方位角中樁坐標高程X(N)Y(E)X(N)Y(E)X(N)Y(E)K111+890.000 2525459.53 159459.492530707.048987.210K112+570.000 2464424.00 159211.253530074.393990.720K113+250.000 2464424.70 158942.718529449.662993.690K111+910.000 2523451.36 159453.560530629、87.947987.313K112+590.000 2464424.00 159203.355530056.018990.824K113+270.000 2464558.89 158934.823529431.286993.750K111+930.000 2521443.19 159447.517530668.882987.416K112+610.000 2464424.00 159195.457530037.644990.927K113+290.000 2465011.76 158926.944529412.903993.810K111+950.000 2515435.02 159441.330、63530649.853987.520K112+630.000 2464424.00 159187.559530019.269991.030K113+310.000 2465703.29 158919.094529394.508993.870K111+970.000 2513426.85 159435.097530630.860987.623K112+650.000 2464424.00 159179.661530000.895991.133K113+330.000 2470633.48 158911.288529376.095993.930K111+990.000 2511418.68 1531、9428.720530611.904987.726K112+670.000 2464424.00 159171.763529982.520991.236K113+350.000 2471842.34 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43254.51314.14261893.88443259.13820.9301#NAME?-20.93061871.74743235.115-14.14261876.71543239.740-7.35461881.68343244.3657.35461892.449 43254.38714.14261897.41743259.01220.9302#NAME?-20.93061885.75743234.614-14.14261890.72643239.239-7.35461895.69443243.894、647.35461906.459 43253.88614.14261911.42843258.51120.9303#NAME?-20.93061889.29043234.487-14.14261894.25943239.112-7.35461899.22743243.7377.35461909.993 43253.75914.14261914.96143258.38420.930K16+401.望江瀝小橋9000.0000#NAME?-14.80059375.64943989.788-10.00059380.44943989.788-5.20059385.24943989.7885.2005995、395.649 43989.78810.00059400.44943989.78814.8001#NAME?-14.80059375.64943987.288-10.00059380.44943987.288-5.20059385.24943987.2885.20059395.649 43987.28810.00059400.44943987.28814.8002#NAME?-14.80059375.64943972.688-10.00059380.44943972.688-5.20059385.24943972.6885.20059395.649 43972.68810.00059400.496、4943972.68814.8003#NAME?-14.80059375.64943970.188-10.00059380.44943970.188-5.20059385.24943970.1885.20059395.649 43970.18810.00059400.44943970.18814.800K21+292.小金口小橋900-0.0914-15.830-13.500 63605.05243115.522-6.50063608.24743121.756.50063614.18143133.31713.50063617.376 43139.54510.000-13.450 63619.197、5943108.341-6.55063622.30943114.486.55063628.28943126.13613.45063631.438 43132.275215.830-13.500 63633.22143101.071-6.50063636.41643107.2996.50063642.35043118.86513.50063645.546 43125.094X X(m m)Y Y(m m)61898.8543263.76461902.3943263.63761916.4043263.13661919.9343263.00959405.24943989.78859405.2494398、987.28859405.24943972.68859405.24943970.188 工程名稱:1931線省道潮州路段改建工程邊樁坐標表 第112頁 共116頁樁號左側右側樁號左側右側距離xy距離xy返回控制臺距離xy距離xyK114+900.4149.65159049.4839527885.29819.65159066.0742527895.1597K109+200.18K114+900.4142.85159055.3292527888.77262.85159060.2289527891.6851K114+940.4344.25159074.5745527853.6564.2515908199、.8811527857.9992K114+940.4348.25159071.1361527851.61228.25159085.3195527860.0431 編制:復核:審定:工程名稱:1931線省道潮州路段改建工程邊樁坐標表 第113頁 共116頁樁號左側右側樁號左側右側距離xy距離xy返回控制臺距離xy距離xy 編制:復核:審定:1.輸入高程要素表2.輸入平曲線要素表3.斷鏈數據輸入4.邊樁數據輸入控制臺版本修訂說明:12003-8-23,修訂了HD()函數的錯誤;22004-3-22,修改了部分代碼,調整了程序的結構,在P3-700的計算機上,使單點平均計算速度達0.03秒;在P4-2800的計算機上,使單點平均計算速度達0.01秒;32004年10月18日,改正了樁號只能輸出整數樁號,不能輸出帶小數點的樁號的問題;2004-3-22,修改了部分代碼,調整了程序的結構,在P3-700的計算機上,使單點平均計算速度達0.03秒;在P4-2800的計算機上,使單點平均計算速度達0.01秒;2004年10月18日,改正了樁號只能輸出整數樁號,不能輸出帶小數點的樁號的問題;
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