工程测量实习报告圆曲缓和曲线放样线.docx

1、工程测量实习报告圆曲缓和曲线放样线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 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1、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。2、实习地点案例数据计算在室内进行，实

2、地放样地点选择在地点较为开阔的科大北校区篮球场。3、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4、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。5、实习设备6、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7、实习步骤及成果步骤一、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

3、线中、边桩计算的程序编写。在大家的共同努力下，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;usingnamespace 工程测量1 public partial class Form1 : Form public Form1() InitializeComponent(); private void button1_Click(object sender, Eve

4、ntArgs e) const double R = 500; double l1 = 70; double l; double s; double t; float x1; float y1; try int n = 0; n = int.Parse(this l = Convert.ToDouble(this.textBox1.Text); 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 * l

5、1 * l1 * l1); t = (l * l * l) / (6 * R * l1) - (l * l * l * l * l * l * l) / (336 * R * R * R * l1 * l1 * l1); x1 = (float)Math.Round(s, 5); y1 = (float)Math.Round(t, 5); this.textBox2.Text = Convert.ToString(x1); this.textBox3.Text = Convert.ToString(y1); catch MessageBox.Show(输入错误); private void b

6、utton2_Click(object sender, EventArgs e) const double R = 500; double l1 = 70; double m = 34.99428; double p = 0.583333; double l; double b; double c; float x2; float y2; try int a = 0; a = int.Parse(this l = Convert.ToDouble(this.textBox4.Text); b = l - 0.5 * l1 - (l - 0.5 * l1) * (l - 0.5 * l1) *

7、(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 = (float)Math.Round(b, 5); y2 = (float)Math.Round(c, 5); this.textBox5.Text = Convert.ToString(x2); this.textBox6.Text = Conv

8、ert.ToString(y2); catch MessageBox.Show(输入错误); private void button3_Click(object sender, EventArgs e) const double R = 500; double l2 = 100; double l; double s2; double t2; double s3; double t3; float x3; float y3; float x5; float y5; double xh = 385.47347; double yh = 139.27869; double cosa = 0.783

9、87; double sina = 0.62092; try int n2 = 0; n2 = int.Parse(this l = Convert.ToDouble(this.textBox7.Text); 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 * l * l * l *

10、 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); this.textBox8.Text = Convert.ToString(x5); this.textBox9.Text = Co

11、nvert.ToString(y5); catch MessageBox.Show(输入错误); private void 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; try x6 = double.Parse(this y6 = double.Parse(this a1 = double

12、.Parse(this a2 = double.Parse(this t4 = xz + x6 * a1 - y6 * a2; s4 = yz + x6 * a2 + y6 * a1; t5 = (double)Math.Round(t4, 5); s5 = (double)Math.Round(s4, 5); this.textBox14.Text = Convert.ToString(t5); this.textBox15.Text = Convert.ToString(s5); catch MessageBox.Show(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

13、放样点的坐标。 综合平面曲线中、边桩要素及坐标点计算表交点坐标X(N)6354.618名称里程桩号(K)中桩坐标X中桩坐标Y切线方位角F()交点坐标Y(Y)5211.539直缓ZH10+308.8846257.7985025.443623048.00交点桩号JD(K)10+518.660缓圆HY10+378.8846288.6415088.264663126.54曲线半径R(m)500.000曲中QZ10+503.7906323.6485207.827805014.03缓和曲线Ls1(m)70.000圆缓YH10+628.6966328.0095332.332950901.52缓和曲线Ls2(

14、m)100.000缓直HZ10+728.6966312.4235431.0651005248.00曲线转角a(d.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Y左边桩坐标X左边桩坐标Y右边桩坐标X右边桩坐标Y切线方位角F()直缓ZH10+308.8846257.7985025.4436266.6695020.8276248.9265030.058623048.00缓圆HY10+378.8846288.6415088.2646297.8135084.281627

15、9.4695092.248663126.54曲中QZ10+503.7906323.6485207.8276333.5205206.2346313.7755209.419805014.03圆缓YH10+628.6966328.0095332.3326337.9685333.2306318.0495331.434950901.52缓直HZ10+728.6966312.4235431.0656322.2445432.9506302.6035429.1801005248.00放样点计算桩号(K)中桩坐标X中桩坐标Y左边桩坐标X左边桩坐标Y右边桩坐标X右边桩坐标Y切线方位角F()110+310.0006

16、258.3135026.4336267.1845021.8186249.4415031.048623051.67210+320.0006262.9225035.3076271.8025030.7076254.0435039.907623652.11310+330.0006267.5045044.1966276.4045039.6376258.6035048.755625241.87410+340.0006272.0315053.1126280.9665048.6206263.0975057.604631820.96510+350.0006276.4805062.0686285.4605057.

17、6686267.5005066.468635349.38610+360.0006280.8225071.0766289.8605066.7956271.7855075.357643907.13710+370.0006285.0335080.1466294.1385076.0106275.9285084.282653414.20810+380.0006289.0855089.2886298.2665085.3256279.9035093.252663906.93910+390.0006292.9565098.5096302.2145094.7306283.6975102.287674752.23

18、1010+400.0006296.6425107.8046305.9745104.2116287.3095111.397685637.531110+410.0006300.1415117.1726309.5435113.7666290.7395120.577700522.821210+420.0006303.4525126.6086312.9215123.3916293.9845129.824711408.121310+430.0006306.5745136.1086316.1055133.0816297.0435139.134722253.411410+440.0006309.5055145

19、.6686319.0955142.8336299.9165148.504733138.711510+450.0006312.2455155.2856321.8895152.6426302.6005157.929744024.011610+460.0006314.7915164.9566324.4875162.5066305.0965167.405754909.301710+470.0006317.1445174.6756326.8865172.4196307.4025176.930765754.601810+480.0006319.3025184.4396329.0875182.3796309

20、.5165186.499780639.901910+490.0006321.2645194.2446331.0895192.3806311.4395196.108791525.192010+500.0006323.0305204.0876332.8905202.4206313.1705205.754802410.492110+510.0006324.5985213.9636334.4905212.4946314.7075215.433813255.782210+520.0006325.9695223.8696335.8885222.5976316.0505225.140824141.08231

21、0+530.0006327.1415233.8006337.0835232.7276317.1995234.872835026.382410+540.0006328.1155243.7526338.0765242.8786318.1535244.626845911.672510+550.0006328.8895253.7226338.8665253.0476318.9125254.396860756.972610+560.0006329.4645263.7056339.4525263.2306319.4755264.180871642.262710+570.0006329.8385273.69

22、86339.8355273.4236319.8425273.973882527.562810+580.0006330.0135283.6966340.0135283.6216320.0145283.771893412.862910+590.0006329.9885293.6966339.9885293.8216319.9895293.571904258.153010+600.0006329.7645303.6936339.7585304.0186319.7695303.368915143.453110+610.0006329.3395313.6846339.3255314.2096319.35

23、25313.159930028.743210+620.0006328.7145323.6646338.6885324.3896318.7405322.940940914.043310+630.0006327.8905333.6306337.8475334.5546317.9335332.707951755.833410+640.0006326.8725343.5786336.8105344.6886316.9335342.468962221.083510+650.0006325.6775353.5066335.5955354.7826315.7595352.230971953.803610+6

24、60.0006324.3265363.4156334.2245364.8376314.4285361.992981033.993710+670.0006322.8395373.3036332.7195374.8516312.9605371.755985421.653810+680.0006321.2375383.1746331.0995384.8286311.3745381.520993116.783910+690.0006319.5385393.0296329.3855394.7696309.6905391.2881000119.384010+700.0006317.7635402.8706

25、327.5985404.6766307.9275401.0631002429.464110+710.0006315.9315412.7016325.7585414.5546306.1045410.8471004047.004210+720.0006314.0635422.5246323.8845424.4056304.2415420.6441005012.01步骤三、现场放样在案例数据全部计算完成后，我小组在6月26日于北校区篮球场进行了实习的放样实习。8、实习心得 本次实习为综合平面曲线中、边桩计算与测设，在本次实习中，我们首先计算出相应点位坐标，输入仪器，然后再实地放样。由于所需场地应视野开阔，我们选择在了北校篮球场，根据放样范围，我们确定一点为站点，选取一方向为后视方向，然后一步一步找点，一开始找点很麻烦，但掌握好方法后，后面的过程就变得简单了，在组员都熟悉放样流程后，我们顺利的完成了本次实习内容。