道路测设大师文件

道路测设大师文件400----------导线平差----------[计算方案]导线类型:0概算:0坐标系:0Y含500:0边长归算:0边长归算高程面:0.000000近似平差反算:1显示改正后坐标增量:1角度改正前坐标闭合差:1严密平差:1验后方差定权:0测角中误差:5.000000测距类型:0测距A值:5.000000测距B值:5.000000平面等级:2方位角闭合差限差:10.000000导线全长闭合差限差:15000高程等级:2高程闭合差限差:20.000000高程类型:0水准定权:0高程距离单位:0坐标导线闭合差分配方式:1已知点类型:2未知点类型:1椭圆比例:0.500000角度取位:0距离取位:3坐标取位:3高差取位:3高程取位:3上方行数:1下方行数:1签署栏:工程名称：,,等级：,,,,,,,计算者：,校核者：,日期：[计算方案结束][数据][数据结束]--------------------------------------全线测设----------[项目设置]桩号间隔:25.000000桩号递增方式:0桩号允许偏差:0.001000图形实时更新:1回旋线计算精度:0.000100回旋线模拟步长:1.000000自动确定步长:0是否冠号:0冠号为:A按断链依次冠号:1加桩列入逐桩坐标表:0平面数据类型:1起点方位角:32.3648000000起点坐标X:120450.236000起点坐标Y:568442.368000起点桩号:0.000000道路类型:1人行道高度:0.150000板块名称:左土路肩,左硬路肩,,左行车道,,,右行车道,,右硬路肩,右土路肩板块设置:1,0,0,1,0,0,1,0,0,1板块显示:1,0,0,1,0,0,1,0,0,1加宽过渡方式:0超高过渡方式:0超高旋转轴位置:0超高旋转轴距中线:0.000000角度取位:0距离取位:3坐标取位:3高程取位:3桩号取位:3坡度取位:3土石方取位:1上方行数:1下方行数:1签署栏:公路段,,第页共页,,,,,,,计算者：,校核者：,日期：计算指定区间:0区间起点桩号:1236.868000区间终点桩号:2413.658000直曲表类型:2路基表类型:1逐桩表类型:1路基表显示:183逐桩表显示:255纵断面显示:202竖曲线精确计算:0纵断面路基比路面低:0.000000纵断面纵横比:5.000000纵断面标尺精度:2纵断面图栏目:0,1,1,1,1,1,1,1分页纸张类型:3分页纸宽:420.000000分页纸高:297.000000分页边距:10.000000[项目设置结束][断链数据][断链数据结束][交点数据][交点数据结束][线元数据]1236.868,,直线1368.164,,缓右转1468.164,200,圆右转1604.687,200,缓右转1744.687,300,圆右转1936.358,300,缓右转2016.358,,缓左转2096.358,150,圆左转2236.459,150,缓左转2296.459,,直线2413.658,,[线元数据结束][纵断面地面线数据]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[纵断面地面线数据结束][纵断面设计数据]1236.868,362.368,1465.356,372.329,30001698.325,362.348,2846.50732034.373,372.344,30002156.367,371.896,30002413.658,358.624,[纵断面设计数据结束][路宽数据]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,,,[路宽数据结束][横坡数据]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,,,-7.0,,,-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,,,-2.0,,,-3.0[横坡数据结束][桩号查询数据][桩号查询数据结束][坐标查询数据]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,[坐标查询数据结束][直线求交1数据]120661.574,568753.708,120706.251,568779.066,,涵洞120390.069,568962.540,,,641832,小路[直线求交1数据结束][直线求交2数据]120674.913,568736.958,120731.310,568721.239,685457,52.490,1440621,21.412,涵洞120403.224,568960.674,120445.171,568982.880,1440144,13.286,723631,21.444,小路[直线求交2数据结束][极坐标放样数据]120621.574,568753.708,120626.251,568679.066,1604.687,1744.687120446.417,569143.934,120402.815,569286.706,1936.358,2296.459[极坐标放样数据结束][桥涵放样数据]1600,853624,12,151800,463652,15,18[桥涵放样数据结束][斜交边桩数据][斜交边桩数据结束][连续边桩数据]1300,1600,20,整桩号,,3;6;9,3;6,120565.368,568644.689,120482.355,568621.356,1600,2000,25,整桩号,852346,10,12,120505.368,568764.689,,,[连续边桩数据结束][结构物坐标数据]1664.365,-85.3623;23.365|12.3654;32.256|-8.3214;35.245|35.3226;32.658,2036.245,96.3256;26.325|-25.1354;30.23|18.3245;36.235|28.3251;28.624,[结构物坐标数据结束]--------------------------------------横断面及土石方量----------[项目设置]地面线平距类型:1地面线高差类型:1地面线延伸方式:1排水沟外侧允许高差:0.200000排水沟外平台宽度:1.000000排水沟外挖坡度:0.500000排水沟外填坡度:1.500000是否指定分页排放列数:0分页排放列数:1横断面图比例:400.000000横断面图字高:25.000000松实系数1:1.230000松实系数2:1.160000松实系数3:1.090000松实系数4:0.920000优先填石:0体积计算方式:0[项目设置结束][横断面地面线数据][横断面地面线数据结束][左填边坡数据]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[左填边坡数据结束][右填边坡数据]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[右填边坡数据结束][左挖边坡数据]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[左挖边坡数据结束][右挖边坡数据]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[右挖边坡数据结束][左边沟数据]0,1;-0.6|0%;0.6|1;0.6[左边沟数据结束][右边沟数据]0,1;-0.6|0%;0.6|1;0.6[右边沟数据结束][左排水沟数据]0,-3%;2|1;-1|0%;1|1;1[左排水沟数据结束][右排水沟数据]0,-3%;2|1;-1|0%;1|1;1[右排水沟数据结束][左排水沟拉坡数据][左排水沟拉坡数据结束][右排水沟拉坡数据][右排水沟拉坡数据结束][左截水沟数据][左截水沟数据结束][右截水沟数据][右截水沟数据结束][占地加宽数据]0,3,3,3,3[占地加宽数据结束][路槽深度数据]0,0,0,0,0,0,0,0,0,0,0[路槽深度数据结束][左超填数据][左超填数据结束][右超填数据][右超填数据结束][清除表土数据][清除表土数据结束][土石分类数据]0,20,20,10,20,20,10[土石分类数据结束][编辑单断面设计线数据][编辑单断面设计线数据结束][修改横断面数据][修改横断面数据结束]--------------------------------------局部测设----------[设置]桩号间隔:20.000000桩号递增方式:0桩号允许偏差:0.001000角度取位:0距离取位:3坐标取位:3高程取位:3桩号取位:3坡度取位:3上方行数:1下方行数:1签署栏:公路段,,第页共页,,,,,,,计算：,复核：,日期：[设置结束][直线放样][直线放样结束][圆曲线放样][圆曲线放样结束][缓和曲线放样][缓和曲线放样结束][圆曲线][圆曲线结束][对称基本型][对称基本型结束][综合曲线][综合曲线结束][凸形曲线][凸形曲线结束][切基线][切基线结束][虚交点曲线][虚交点曲线结束][S型曲线][S型曲线结束][圆外基线复曲线][圆外基线复曲线结束][圆外基线卵形线][圆外基线卵形线结束][竖曲线][竖曲线结束][锥坡放样][锥坡放样结束]--------------------------------------常用工具----------[设置]坐标系:1Y坐标含500公里:1换带前中央子午线经度:114.000000换带后中央子午线经度:114.000000高程归算面:0.000000距离类型:0大气折光系数:0.140000坐标转换公共点:碎部测量观测方式:1竖盘顺时针注记:1碎部测量后视:,0