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当前位置:首页 > 商业/管理/HR > 项目/工程管理 > 石林项目部桥梁坐标计算
7512000.00070.00070.00034.9996434.999640.1020820.102082172.3807172.3807344.31734.81468KDJD11-ZH主控点K21+055.58402749136.448477759.5818JD11-HY主控点K21+125.58402749188.441477806.4504JD11-QZ主控点K21+227.74202749266.803477871.9748JD11-YH主控点K21+329.90102749348.409477933.4127JD11-HZ主控点K21+399.90102749405.859477973.40520#0#台尾DK21+261.3230.0342749293.259477892.65590#0#台前DK21+267.0230.0342749297.788477896.11761#墩心DK21+299.8170.5342749323.736477916.18432#墩心DK21+332.5570.5322749350.263477935.38753#墩心DK21+365.2870.5172749377.068477954.17934#墩心DK21+398.0000.52749404.009477972.74025#墩心DK21+430.70302749431.241477990.85556#墩心DK21+463.40302749458.187478009.38117#墩心DK21+496.10302749485.133478027.90678#台前DK21+528.85302749512.120478046.46068#台尾DK21+534.55302749516.817478049.6898X坐标Y坐标已知参数:计算参数墩号孔位里程偏距(左-;右+)曲线长L(L)Y坐标(G)外矢距E(E)直缓点第一切线长T1(T)里程K(Q)第二切线长T2(H)X坐标(F)内移量P1(P)曲线方向左-1右1(I)内移量P2(Z)与上一交点的夹直线长度(m)曲线半径(R)第一缓和曲线长度L01(B)第二缓和曲线长度L02(C)伸长量M1(M)ZH点切线方位角伸长量M2(J)(N)铁路线路坐标计算(红色部位的数字要输入其它为自动计算)曲线要素表(本曲线交点号:曲线偏角(A)里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSE里程错误0FALSEFALSEJD11)31本曲线交点号110.137158639弧度交点桩号DK21+227.965交点X坐标2749263.81交点Y坐标477875.746角度42.000222.5弧度2866.837905.96442.36736111第一缓和曲线21055.584021055.58381第一缓和曲线41.36468497第一缓和曲线21125.584021125.58381第一缓和曲线38.43805556圆曲线21227.742021227.74245圆曲线35.51142614圆曲线21329.901021329.90109圆曲线34.50875第二缓和曲线21399.901021399.90109第二缓和曲线37.47604357圆曲线21261.3230.03421261.323圆曲线37.3127506圆曲线21267.0230.03421267.023圆曲线36.3732717圆曲线21299.8170.53421299.817圆曲线35.43678321第二缓和曲线21332.5570.53221332.557第二缓和曲线34.75392169第二缓和曲线21365.2870.51721365.287第二缓和曲线34.50948955第二缓和曲线21398.0000.50021398第二缓和曲线34.70289224前方直线21430.7030.00021430.703前方直线35.33391014前方直线21463.4030.00021463.403前方直线36.40254093前方直线21496.1030.00021496.103前方直线37.91142282前方直线21528.8530.00021528.853前方直线38.21888462前方直线21534.5530.00021534.553前方直线判别曲线类型(-8、前面直线1、第一缓和曲线里程判别方位角所在曲线位置里程K偏距Y坐标(G)477759.5818里程K(Q)DK21+055.584X坐标(F)2749136.4480.739449947曲线方向左-1右1(I)-1与上一交点的夹直线长度(m)与上一交点的夹直线长度(m)ZH点切线方位角(N)铁路线路坐标计算(红色部位的数字要输入其它为自动计算)曲线要素表(本曲线交点号:#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误#VALUE!错误里程错误错误X0Y0X1Y12746820.016475646.8072749263.8477876本曲线交点号10交点桩号DK17+925.506交点X坐标2746820.016交点Y坐标475646.807方位角(度分秒)42°22′2.5″方位角(度)42.36736078方位角(弧度)0.739449941ZH点(里程)DK21+055.584ZH点(X)2749136.448ZH点(Y)477759.5818夹直线长度(m)2866.837转换为度分秒42.36736°42222.5SWUVO11070.000000.7394517070.00069.99785628-0.40832440.721952172.1670.000171.9658404-6.06959310.63362274.3270.000272.3425934-24.4477580.47073344.3270.000338.1955569-47.976890.316042205.7470.000205.2695037-10.3505350.588282211.4470.000210.9007995-11.2327550.579782244.2370.000243.1270906-17.287280.526413276.9770.000274.9013178-25.1596540.465473######70.000306.0886524-35.0683990.396893342.4270.000336.460533-47.1998360.32078375.1270.000365.7553861-61.7144040.23698407.8270.000393.6635856-78.7344080.145468440.5270.000419.8248854-98.3306480.046398473.2770.000443.8683129-120.54527-0.06058478.9770.000447.7999557-124.67239-0.0799判别曲线类型(-8、前面直线1、第一缓和曲线度第一缓和曲线参数计算分开转换铁路线路坐标计算曲线参数计算(勿删除)(红色部位的数字要输入其它为自动计算)错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!错误######70.000#VALUE!#VALUE!#VALUE!X2Y22750361.913478630.698本曲线交点号12交点桩号DK22+569.165交点X坐标2750361.913交点Y坐标478630.698方位角(度分秒)34°30′31.47″方位角(度)34.50874221方位角(弧度)0.602291172HZ点(里程)DK21+399.901HZ点(X)2749405.859HZ点(Y)477973.4052夹直线长度(m)905.964OXYSUvO1O0.7394499472749136.448477759.600.0014-0.4080.75690.760.7219499472749188.441477806.57069.998-0.4080.72190.720.6335978152749
本文标题:石林项目部桥梁坐标计算
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