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上传人:故事 编号:858659 2023-12-22 116页 556.04KB
1、序号交点I夹角竖曲线切线长桩号高程半径(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曲线主点里程ZYYZ返返回回控控制制台台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 建设名称:省道1931线潮州段改建工程直线、曲线及转角表第99页 共116页序号交点坐标交点偏角圆曲线缓和曲线(米)切线长平曲线外距曲线主点里程XY桩号(度分秒)半径(米)ls1ls2(米)(米)(米)ZHHYQZ1234567891011121314151159637.5026532730.2192K109+851.433返回控制台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 编制:复核:日期:建设名称:省道1931线潮州段改建工程直线、曲线及转角表第100页 共116页序号交点坐标交点偏角圆曲线缓和曲线(米)切线长平曲线外距曲线主点里程XY桩号(度分秒)半径(米)ls1ls2(米)(米)(米)ZHHYQZ123456789101112131415 编制:复核:日期:建设名称:省道1931线潮州段改建工程直线、曲线及转角表第101页 共116页交点间直线段距离两交点间距离切线方位角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 编制:复核:日期:建设名称:省道1931线潮州段改建工程直线、曲线及转角表第102页 共116页交点间直线段距离两交点间距离切线方位角Y10、HHZ(米)(米)(度分秒)1617181920 编制:复核:日期:总里程及断链桩号表总里程(公里号)测量桩号断链桩号断链断链累计换算连续里程增长(m)减短(m)长链(m)短短链链(m)(m)109856.62 109851.4335.1875.187备注 建设名称:逐桩坐标表第105页 共116页桩号法线方位角中桩坐标高程桩号法线方位角中桩坐标高程桩号法线方位角中桩坐标高程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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43970.18810.00059400.44943970.18814.800K21+292.小金口小桥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 工程名称:1931线省道潮州路段改建工程边桩坐标表 第112页 共116页桩号左侧右侧桩号左侧右侧距离xy距离xy返回控制台距离xy距离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 编制:复核:审定:工程名称:1931线省道潮州路段改建工程边桩坐标表 第113页 共116页桩号左侧右侧桩号左侧右侧距离xy距离xy返回控制台距离xy距离xy 编制:复核:审定:1.输入高程要素表2.输入平曲线要素表3.断链数据输入4.边桩数据输入控制台版本修订说明:12003-8-23,修订了HD()函数的错误;22004-3-22,修改了部分代码,调整了程序的结构,在P3-700的计算机上,使单点平均计算速度达0.03秒;在P4-2800的计算机上,使单点平均计算速度达0.01秒;32004年10月18日,改正了桩号只能输出整数桩号,不能输出带小数点的桩号的问题;2004-3-22,修改了部分代码,调整了程序的结构,在P3-700的计算机上,使单点平均计算速度达0.03秒;在P4-2800的计算机上,使单点平均计算速度达0.01秒;2004年10月18日,改正了桩号只能输出整数桩号,不能输出带小数点的桩号的问题;
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