工程测量实习报告圆曲缓和曲线放样线

1、湖南科技大学建筑学院测绘工程专业工程测量实习报告01（综合平面曲线中、边桩计算与测设）姓名：冯齐心班级：12级测绘工程2班学8指导教师：肖巍峰实习时间：2015年6月目录1实习时间2实习地点3小组成员4实习目的5实习设备6实习内容7实习步骤及成果8实习心得、实习时间2015年6月23日-2015年6月26日1、2015 年 6 月 23-2015年 6 月 25 日案例数据的处理，根据案例要求通过 vs程序编写渐变计算出各放样点的坐标。2、2015年6月26日实实地放样，根据案例的要求，将计算出来的各待放样点进行放样 二、实习地点案例数据计算在室内进行，实地放样地点选择在地点较为开阔的科大北校

2、区篮球场三、小组成员组长：许云康组员：朱伟青、王新桥、冯齐心、孟道宇、张红波、袁健四、实习目的1、掌握综合曲线中、边桩坐标的计算方法。2、掌握全站仪测设道路中、边桩的方法。五、实习设备六、实习内容工程案例：1、根据给定的曲线参数、计算综合曲线的中、边桩坐标（任选一种）（1）利用 Excel 计算2）利用自己熟悉的编程语言编制程序计算3）利用 CASIO-fx5800 编制程序计算2、利用全站仪放样曲线中、边桩点（1）坐标法放样（2）利用全站仪自带的“道路”程序放样七、实习步骤及成果边桩计算的程步骤一、程序编写在本组小组成员的讨论下， 选择通过基于 VS 开发平台进行综合平面曲线中、序编写。在大

3、家的共同努力下，开发的界面如下：编写的程序代码如下：using System;usingusing System.ComponentModel;using System.Data;using System.Drawing;using System.Linq;using System.Text;using n amespace工程测量1publicpartialclassForm1 : Formpublic Form1()InitializeComponent();privatevoid button1_Click(object sender,EventArgs e)con st double

4、R = 500;double l1 = 70;double l;double s;double t;float x1;float y1;tryint n = 0;n = int.Parset(hisl = s = l - (l * l * l * l * l) / (40 * R * R * l1 * l1) + (l * l * l * l * l * l * l * l * l) / (3456 * (R * R * R * R) * (l1 * l1 * l1 * l1);t = (l * l * l) / (6 * R * l1) - (l * l * l * l * l * l *

5、l) / (336 * R * R * R * l1 * l1 l1);x1 = (float)Math.Round(s, 5);y1 = (float)Math.Round(t, 5);= Convert.ToString(x1);= Convert.ToString(y1);catchMessageBo)8howC输入错误");privatevoid button2_Click(object sender,EventArgs e) constdouble R = 500;double l1 = 70;double m = 34.99428;double p = 0.583333;

6、double l;double b;double c;float y2;tryint a = 0;a = int.Parset(hisl = b = l - 0.5 * l1 - (l - 0.5 * l1) * (l - 0.5 * l1) * (l - 0.5 * l1) / (6 * R * R) + m;c = (l - 0.5 * l1) * (l - 0.5 * l1) / (2 * R) - (l - 0.5 * l1) * (l - 0.5 * l1) * (l - 0.5 l1) * (l - 0.5 * l1) / (24 * R * R * R) + p;x2 = (fl

7、oat)Math.Round(b, 5);y2 = (float)Math.Round(c, 5);= Convert.ToString(x2);= Convert.ToString(y2);catchMessageBo)8howC输入错误");privatevoid button3_Click(object sender,EventArgs e) constdouble R = 500;double l2 = 100;double l;double s2;double t2;double s3;double t3;float x3;float y3;float y5;double

8、xh = 385.47347;double yh = 139.27869;double cosa = 0.78387;double sina = 0.62092;tryint n2 = 0;n2 = int.Parset(hisl = s2 = l - (l * l * l * l * l) / (40 * R * R * l2 * l2) + (l * l * l * l * l * l * l * l * l) / (3456 * (R * R * R * R) * (l2 * l2 * l2 * l2);t2 = (l * l * l) / (6 * R * l2) - (l * l *

9、 l * l * l * l * l) / (336 * R * R * R * l2 * l2 l2);x3 = (float)Math.Round(s2, 5);y3 = (float)Math.Round(t2, 5);s3 = xh - x3 * cosa - y3 * sina;t3 = yh - x3 * sina + y3 * cosa;x5 = (float)Math.Round(s3, 5);y5 = (float)Math.Round(t3, 5);= Convert.ToString(x5);= Convert.ToString(y5);catchMessageBo)8h

10、owC输入错误");privatevoid button4_Click(object sender,EventArgs e)double xz = 6168.640354;double yz = 5114.780;double x6;double y6;double a1;double a2;double t4;double s4;double t5;double s5;tryx6 = double.Parset(hisy6 = double.Parset(his a1 = double.Parset(hisa2 = double.Parset(his t4 = xz + x6 *

11、a1 - y6 * a2;s4 = yz + x6 * a2 + y6 * a1;t5 = (double)Math.Round(t4, 5);s5 = (double)Math.Round(s4, 5);catchMessageBo)8howC输入错误");步骤二、对编写完成的程序进行运行调整，计算出每一个待放样点的坐标综合平面曲线中、边桩要素及坐标点计算表切线方位交点坐标6354.618名称里程桩号中桩中桩坐角X(N)(K)坐标X标丫F( °')交点坐标5211.539直缓ZH10+308.886257.75025.44362 ° 30，4丫（丫）49

12、88.00 交点桩号10+518.缓圆HY10+378.886288.65088.26466 ° 31 '2JD(K)6604416.54 曲线半径500.000曲中QZ10+503.796323.65207.82780 ° 50 ' 1R(m)0484.03 缓和曲线70.000圆缓YH10+628.696328.05332.33295 ° 09 ' 0Ls1(m)6091.52 缓和曲线100.000缓直HZ10+728.696312.45431.065100 ° 52 'Ls2(m)62348.00 曲线转角a(d.

13、ms)38.2300计算方位角F(d.mS)62.3048曲线长L419.812切线长T1209.776外矢距E30.053切线长T2223.544计算桩号(K)中桩坐标X中桩坐标丫左边桩坐标X左边桩坐标丫右边桩坐标X右边桩坐标丫切线方位角F(。)直缓ZH10+308.8846257.7985025.4436266.6695020.8276248.9265030.05862 ° 30 '48.00 10+378.6288.65084.266 ° 31 '缓圆HY884415088.2646297.813816279.4695092.24826.54 10+5

14、03.6323.65206.280 ° 50 '曲中QZ790485207.8276333.520346313.7755209.41914.03 10+628.6328.05333.295 ° 09 '圆缓YH696095332.3326337.968306318.0495331.43401.52 100 ° 5210+728.6312.45432.9缓直HZ5431.0656322.2446302.6035429.180'48.006962350切线方左边计算桩中桩中桩坐左边桩坐右边桩右边桩坐位角放样点号(K)坐标X标丫标X桩坐坐标X标丫

15、F（。标丫)110+310.0006258.3135026.4336267.1845021.8186249.4415031.04862 ° 30 '51.67 10+320.6262.95030.762 ° 36 '2000225035.3076271.802076254.0435039.90752.11 10+330.6267.55039.662 ° 52 '3000045044.1966276.404376258.6035048.75541.87 10+340.6272.05048.663 ° 18 '40003150

16、53.1126280.966206263.0975057.60420.96 10+350.6276.45057.663 ° 53 '5000805062.0686285.460686267.5005066.46849.38 10+360.6280.85066.764 ° 39 '6000225071.0766289.860956271.7855075.35707.13 10+370.6285.05076.065 ° 34 '7000335080.1466294.138106275.9285084.28214.20 810+380.6289.

17、05089.2886298.2665085.36279.9035093.25266 ° 39 '000852506.93 10+390.6292.95094.767 ° 47'9000565098.5096302.214306283.6975102.28752.23 10+400.6296.65104.268 ° 56 '10000425107.8046305.974116287.3095111.39737.53 10+410.6300.15113.770 ° 05 '11000415117.1726309.5436662

18、90.7395120.57722.82 10+420.6303.45123.371 ° 14 '12000525126.6086312.921916293.9845129.82408.12 10+430.6306.55133.072 ° 22 �.105816297.0435139.13453.41 10+440.6309.55142.873 ° 31 �.095336299.9165148.50438.71 10+450.6312.25152.674 °

19、 40 �.889426302.6005157.92924.01 1610+460.0006314.7915164.9566324.4875162.5066305.0965167.40575 ° 49 '09.30 10+470.6317.15172.476 ° 57�.886196307.4025176.93054.60 10+480.6319.35182.378 ° 06 �.087796309.5165186.49

20、939.90 10+490.6321.25192.379 ° 15 '19000645194.2446331.089806311.4395196.10825.19 10+500.6323.05202.480 ° 24 '20000305204.0876332.890206313.1705205.75410.49 10+510.6324.55212.481 ° 32 '21000985213.9636334.490946314.7075215.43355.78 10+520.6325.95222.582 ° 41 '2200

21、0695223.8696335.888976316.0505225.14041.08 2310+530.6327.15233.8006337.0835232.76317.1995234.87283 ° 50 '000412726.38 10+540.6328.15242.884 ° 59 '24000155243.7526338.076786318.1535244.62611.67 10+550.6328.85253.086 ° 07'25000895253.7226338.866476318.9125254.39656.97 10+560

22、.6329.45263.287 ° 16 '26000645263.7056339.452306319.4755264.18042.26 10+570.6329.85273.488 ° 25 '27000385273.6986339.835236319.8425273.97327.56 10+580.6330.05283.689 ° 34 '28000135283.6966340.013216320.0145283.77112.86 10+590.6329.95293.890 ° 42 '29000885293.69663

23、39.988216319.9895293.57158.15 10+600.6329.75304.091 ° 51 '30000645303.6936339.758186319.7695303.36843.45 3110+610.0006329.3395313.6846339.3255314.2096319.3525313.15993 ° 00，28.74 10+620.6328.75324.394 ° 09 '32000145323.6646338.688896318.7405322.94014.04 10+630.6327.85334.595 ° 17'33000905333.6306337.847546317.9335332.70755.83 10+640.6326.85344.696 ° 22 '34000725343.5786336.810886316.9335342.46821.08 10+650.6325.65354.797 ° 19 '35000775353.5066335.595826315.7595352.23053.80 10+660.6324.35364.8