道路測設大師文件

1、.道路測設大師文件400-導線平差-計算方案導線類型:0概算:0坐標系:0Y含500:0邊長歸算:0邊長歸算高程面:0.000000近似平差反算:1顯示改正后坐標增量:1角度改正前坐標閉合差:1嚴密平差:1驗后方差定權(quán):0測角中誤差:5.000000測距類型:0測距A值:5.000000測距B值:5.000000平面等級:2方位角閉合差限差:10.000000導線全長閉合差限差:15000高程等級:2高程閉合差限差:20.000000高程類型:0水準定權(quán):0高程距離單位:0坐標導線閉合差分配方式:1已知點類型:2未知點類型:1橢圓比例:0.500000角度取位:0距離取位:3坐標取位:3高差取

2、位:3高程取位:3上方行數(shù):1下方行數(shù):1簽署欄:工程名稱：,等級：,計算者：,校核者：,日期：計算方案結(jié)束數(shù)據(jù)數(shù)據(jù)結(jié)束-全線測設-項目設置樁號間隔:25.000000樁號遞增方式:0樁號允許偏差:0.001000圖形實時更新:1回旋線計算精度:0.000100回旋線模擬步長:1.000000自動確定步長:0是否冠號:0冠號為:A按斷鏈依次冠號:1加樁列入逐樁坐標表:0平面數(shù)據(jù)類型:1起點方位角:32.3648000000起點坐標X:120450.236000起點坐標Y:568442.368000起點樁號:0.000000道路類型:1人行道高度:0.150000板塊名稱:左土路肩,左硬路肩,左

3、行車道,右行車道,右硬路肩,右土路肩板塊設置:1,0,0,1,0,0,1,0,0,1板塊顯示:1,0,0,1,0,0,1,0,0,1加寬過渡方式:0超高過渡方式:0超高旋轉(zhuǎn)軸位置:0超高旋轉(zhuǎn)軸距中線:0.000000角度取位:0距離取位:3坐標取位:3高程取位:3樁號取位:3坡度取位:3土石方取位:1上方行數(shù):1下方行數(shù):1簽署欄:公路段,第 頁 共 頁,計算者：,校核者：,日期：計算指定區(qū)間:0區(qū)間起點樁號:1236.868000區(qū)間終點樁號:2413.658000直曲表類型:2路基表類型:1逐樁表類型:1路基表顯示:183逐樁表顯示:255縱斷面顯示:202豎曲線精確計算:0縱斷面路基比路

4、面低:0.000000縱斷面縱橫比:5.000000縱斷面標尺精度:2縱斷面圖欄目:0,1,1,1,1,1,1,1分頁紙張類型:3分頁紙寬:420.000000分頁紙高:297.000000分頁邊距:10.000000項目設置結(jié)束斷鏈數(shù)據(jù)斷鏈數(shù)據(jù)結(jié)束交點數(shù)據(jù)交點數(shù)據(jù)結(jié)束線元數(shù)據(jù)1236.868,直線1368.164,緩右轉(zhuǎn)1468.164,200,圓右轉(zhuǎn)1604.687,200,緩右轉(zhuǎn)1744.687,300,圓右轉(zhuǎn)1936.358,300,緩右轉(zhuǎn)2016.358,緩左轉(zhuǎn)2096.358,150,圓左轉(zhuǎn)2236.459,150,緩左轉(zhuǎn)2296.459,直線2413.658,線元數(shù)據(jù)結(jié)束縱斷面地

5、面線數(shù)據(jù)1236.868,360.2361300,362.3241440,374.8261480,375.6381520,373.3261650,361.2381700,359.6321740,360.231800,362.4672000,373.6542100,375.3262180,374.6872300,360.3262380,353.6872413.658,352.468縱斷面地面線數(shù)據(jù)結(jié)束縱斷面設計數(shù)據(jù)1236.868,362.368,1465.356,372.329,30001698.325,362.348,2846.50732034.373,372.344,30002156.36

6、7,371.896,30002413.658,358.624,縱斷面設計數(shù)據(jù)結(jié)束路寬數(shù)據(jù)1236.868,0.75,3,3,0.751368.164,3,3,1468.164,3,3.8,1604.687,3,3.8,1744.687,3,3,2016.358,3,3,2096.358,4,3,2236.459,4,3,2296.459,3,3,2413.658,3,3,路寬數(shù)據(jù)結(jié)束橫坡數(shù)據(jù)1236.868,-3.0,-2.0,-2.0,-3.01368.164,-3.0,-2.0,-2.0,-3.01412.608,-3.0,2.0,-2.0,-3.01468.164,-3.0,7.0,-7

7、.0,-7.01604.687,-3.0,7.0,-7.0,-7.01744.687,-3.0,5.0,-5.0,-5.01936.358,-3.0,5.0,-5.0,-5.01970.644,-3.0,2.0,-2.0,-3.02016.358,-3.0,-2.0,-2.0,-3.02048.358,-3.0,-2.0,2.0,-3.02096.358,-8.0,-8.0,8.0,-3.02236.459,-8.0,-8.0,8.0,-3.02272.459,-3.0,-2.0,2.0,-3.02296.459,-3.0,-2.0,-2.0,-3.02413.658,-3.0,-2.0,-2

8、.0,-3.0橫坡數(shù)據(jù)結(jié)束樁號查詢數(shù)據(jù)樁號查詢數(shù)據(jù)結(jié)束坐標查詢數(shù)據(jù)A,120488.184,568463.088,364.209B,120614.211,568555.518,368.686C,120581.139,568925.131,367.998D,120639.741,568689.619,E,120723.831,568807.694,坐標查詢數(shù)據(jù)結(jié)束直線求交1數(shù)據(jù)120661.574,568753.708,120706.251,568779.066,涵洞120390.069,568962.540,64 18 32,小路直線求交1數(shù)據(jù)結(jié)束直線求交2數(shù)據(jù)120674.913,56873

9、6.958,120731.310,568721.239,68 54 57,52.490,144 06 21,21.412,涵洞120403.224,568960.674,120445.171,568982.880,144 01 44,13.286,72 36 31,21.444,小路直線求交2數(shù)據(jù)結(jié)束極坐標放樣數(shù)據(jù)120621.574,568753.708,120626.251,568679.066,1604.687,1744.687120446.417,569143.934,120402.815,569286.706,1936.358,2296.459極坐標放樣數(shù)據(jù)結(jié)束橋涵放樣數(shù)據(jù)1600,

10、85 36 24,12,151800,46 36 52,15,18橋涵放樣數(shù)據(jù)結(jié)束斜交邊樁數(shù)據(jù)斜交邊樁數(shù)據(jù)結(jié)束連續(xù)邊樁數(shù)據(jù)1300,1600,20,整樁號,3;6;9,3;6,120565.368,568644.689,120482.355,568621.356,1600,2000,25,整樁號,85 23 46,10,12,120505.368,568764.689,連續(xù)邊樁數(shù)據(jù)結(jié)束結(jié)構(gòu)物坐標數(shù)據(jù)1664.365,-85.3623;23.365|12.3654;32.256|-8.3214;35.245|35.3226;32.658,2036.245,96.3256;26.325|-25.1

11、354;30.23|18.3245;36.235|28.3251;28.624,結(jié)構(gòu)物坐標數(shù)據(jù)結(jié)束-橫斷面及土石方量-項目設置地面線平距類型:1地面線高差類型:1地面線延伸方式:1排水溝外側(cè)允許高差:0.200000排水溝外平臺寬度:1.000000排水溝外挖坡度:0.500000排水溝外填坡度:1.500000是否指定分頁排放列數(shù):0分頁排放列數(shù):1橫斷面圖比例:400.000000橫斷面圖字高:25.000000松實系數(shù)1:1.230000松實系數(shù)2:1.160000松實系數(shù)3:1.090000松實系數(shù)4:0.920000優(yōu)先填石:0體積計算方式:0項目設置結(jié)束橫斷面地面線數(shù)據(jù)橫斷面地面線

12、數(shù)據(jù)結(jié)束左填邊坡數(shù)據(jù)0,1.5;-6|-3%;1|1.75;-6|-3%;1.5|2;-6|-3%;2|2;-6|-3%;2|2;-6|-3%;2|2;-6左填邊坡數(shù)據(jù)結(jié)束右填邊坡數(shù)據(jù)0,1.5;-6|-3%;1|1.75;-6|-3%;1.5|2;-6|-3%;2|2;-6|-3%;2|2;-6|-3%;2|2;-6右填邊坡數(shù)據(jù)結(jié)束左挖邊坡數(shù)據(jù)0,3%;2|0.5;6|3%;2|0.75;6|3%;2|1;6|3%;2|1;6|3%;2|1;6|3%;2|1;6左挖邊坡數(shù)據(jù)結(jié)束右挖邊坡數(shù)據(jù)0,3%;2|0.5;6|3%;2|0.75;6|3%;2|1;6|3%;2|1;6|3%;2|1;6|

13、3%;2|1;6右挖邊坡數(shù)據(jù)結(jié)束左邊溝數(shù)據(jù)0,1;-0.6|0%;0.6|1;0.6左邊溝數(shù)據(jù)結(jié)束右邊溝數(shù)據(jù)0,1;-0.6|0%;0.6|1;0.6右邊溝數(shù)據(jù)結(jié)束左排水溝數(shù)據(jù)0,-3%;2|1;-1|0%;1|1;1左排水溝數(shù)據(jù)結(jié)束右排水溝數(shù)據(jù)0,-3%;2|1;-1|0%;1|1;1右排水溝數(shù)據(jù)結(jié)束左排水溝拉坡數(shù)據(jù)左排水溝拉坡數(shù)據(jù)結(jié)束右排水溝拉坡數(shù)據(jù)右排水溝拉坡數(shù)據(jù)結(jié)束左截水溝數(shù)據(jù)左截水溝數(shù)據(jù)結(jié)束右截水溝數(shù)據(jù)右截水溝數(shù)據(jù)結(jié)束占地加寬數(shù)據(jù)0,3,3,3,3占地加寬數(shù)據(jù)結(jié)束路槽深度數(shù)據(jù)0,0,0,0,0,0,0,0,0,0,0路槽深度數(shù)據(jù)結(jié)束左超填數(shù)據(jù)左超填數(shù)據(jù)結(jié)束右超填數(shù)據(jù)右超填數(shù)據(jù)結(jié)束清除

14、表土數(shù)據(jù)清除表土數(shù)據(jù)結(jié)束土石分類數(shù)據(jù)0,20,20,10,20,20,10土石分類數(shù)據(jù)結(jié)束編輯單斷面設計線數(shù)據(jù)編輯單斷面設計線數(shù)據(jù)結(jié)束修改橫斷面數(shù)據(jù)修改橫斷面數(shù)據(jù)結(jié)束-局部測設-設置樁號間隔:20.000000樁號遞增方式:0樁號允許偏差:0.001000角度取位:0距離取位:3坐標取位:3高程取位:3樁號取位:3坡度取位:3上方行數(shù):1下方行數(shù):1簽署欄:公路段,第 頁 共 頁,計算：,復核：,日期：設置結(jié)束直線放樣直線放樣結(jié)束圓曲線放樣圓曲線放樣結(jié)束緩和曲線放樣緩和曲線放樣結(jié)束圓曲線圓曲線結(jié)束對稱基本型對稱基本型結(jié)束綜合曲線綜合曲線結(jié)束凸形曲線凸形曲線結(jié)束切基線切基線結(jié)束虛交點曲線虛交點曲

15、線結(jié)束S型曲線S型曲線結(jié)束圓外基線復曲線圓外基線復曲線結(jié)束圓外基線卵形線圓外基線卵形線結(jié)束豎曲線豎曲線結(jié)束錐坡放樣錐坡放樣結(jié)束-常用工具-設置坐標系:1Y坐標含500公里:1換帶前中央子午線經(jīng)度:114.000000換帶后中央子午線經(jīng)度:114.000000高程歸算面:0.000000距離類型:0大氣折光系數(shù):0.140000坐標轉(zhuǎn)換公共點:碎部測量觀測方式:1豎盤順時針注記:1碎部測量后視:,0.000000,0.000000,0.000000碎部測量測站:,0.000000,0.000000,0.000000,0.000000,0.000000碎部測量顯示點名或高程:0碎部測量顯示小圓點:1角度取位:0距離取位:4坐標取位:4高程取位:4樁號取位:3坡度取位:3經(jīng)緯度取位:4上方行數(shù):1下方行數(shù):1簽署欄:工程名稱：,第 頁 共 頁,計算：,復核：,日期：設置結(jié)束高斯正算高斯正算結(jié)束高斯反算高斯反算結(jié)束換