工程施工测量实习报告圆曲、缓和曲线放样线.doc

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1、- .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XX：冯齐心班级：12 级测绘工程2班学号：1210050208 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实习容7实习步骤及成果8实习心得一、 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展放样。二、 实习地点案例数据计算在室进展，实地放样地点选择在地点较为开阔的

2、科大北校区篮球场。三、 小组成员组长：许云康组员：朱伟青、王新桥、冯齐心、孟道宇、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开发平台进展综合平面曲线中、边桩计

3、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;using System.Collections.Generic;using System.ponentModel;using System.Data;using System.Drawing;using System.Linq;using System.Text;using System.Windows.Forms;namespace工程测量1publicpartialclassForm1 : Form public Form1() Initializeponent(); privatevoid

4、button1_Click(object sender, EventArgs e) constdouble R = 500;double l1 = 70;double l;double s;double t;float x1;float y1;try int n = 0; n = int.Parse(this.textBox1.Text.Trim(); l = Convert.ToDouble(this.textBox1.Text); s = l - (l * l * l * l * l) / (40 * R * R * l1 * l1) + (l * l * l * l * l * l *

5、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 * 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);

6、 catch MessageBox.Show(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;double l;double b;double c;float x2;float y2;try int a = 0; a = int.Parse(this.textBox4.Text.Trim(); l = Convert.ToDouble(this.textBox4.Text)

7、; 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 = (float)Math.Round(b, 5); y2 = (float)Math.Round(c, 5);this.textBox5.

8、Text = Convert.ToString(x2);this.textBox6.Text = Convert.ToString(y2); catch MessageBox.Show(输入错误); privatevoid button3_Click(object sender, EventArgs e) constdouble R = 500;double l2 = 100;double l;double s2;double t2;doubles3;double t3;float x3;float y3;float x5;float y5;double xh = 385.47347;doub

9、le yh = .27869;double cosa = 0.78387;double sina = 0.62092;try int n2 = 0; n2 = int.Parse(this.textBox7.Text.Trim(); 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);

10、t2 = (l * l * l) / (6 * R * l2) - (l * l * 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);this.textBox8

11、.Text = Convert.ToString(x5);this.textBox9.Text = Convert.ToString(y5); catch MessageBox.Show(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;try x6 = double.Pars

12、e(this.textBox10.Text.Trim(); y6 = double.Parse(this.textBox11.Text.Trim(); a1 = double.Parse(this.textBox13.Text.Trim(); a2 = double.Parse(this.textBox12.Text.Trim(); 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.textBo

13、x14.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展运行调整，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

14、.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(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.ms62.3048曲线长L419.812切线长T1209.776外矢距E30.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

15、方位角F()直缓ZH10+308.8846257.7985025.4436266.6695020.8276248.9265030.623048.00缓圆HY10+378.8846288.6415088.2646297.8135084.2816279.4695092.248663126.54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+728.69

16、66312.4235431.0656322.2445432.9506302.6035429.1005248.00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+310.0006258.3135026.4336267.1845021.8186249.4415031.623051.67210+320.0006262.9225035.3076271.8025030.7076254.0435039.907623652.11310+330.0006267.5045044.1966276.4045039.6376258.6035048.755

17、625241.87410+340.0006272.5053.1126280.9665048.6206263.5057.604631820.96510+350.0006276.4805062.0686285.4605057.6686267.5005066.468635349.38610+360.0006280.8225071.0766289.8605066.7956271.7855075.357643907.13710+370.0006285.0335080.1466294.5076.6275.9285084.282653414.20810+380.0006289.5089.2886298.26

18、65085.3256279.9035093.252663906.93910+390.0006292.9565098.5096302.2145094.7306283.6975102.287674752.231010+400.0006296.6425107.8046305.9745104.2116287.3095111.397685637.531110+410.0006300.1415117.1726309.5435113.7666290.7395120.577700522.821210+420.0006303.4525126.6086312.9215123.3916293.9845129.824

19、711408.121310+430.0006306.5745136.1086316.1055133.6297.0435139.134722253.411410+440.0006309.5055145.6686319.0955142.8336299.9165148.504733138.711510+450.0006312.2455155.2856321.8895152.6426302.6005157.929744024.011610+460.0006314.7915164.9566324.4875162.5066305.0965167.405754909.301710+470.0006317.1

20、445174.6756326.8865172.4196307.4025176.930765754.601810+480.0006319.3025184.4396329.5182.3796309.5165186.499780639.901910+490.0006321.2645194.2446331.5192.3806311.4395196.108791525.192010+500.0006323.0305204.6332.8905202.4206313.1705205.754802410.492110+510.0006324.5985213.9636334.4905212.4946314.70

21、75215.433813255.782210+520.0006325.9695223.8696335.8885222.5976316.0505225.140824141.082310+530.0006327.1415233.8006337.5232.7276317.1995234.872835026.382410+540.0006328.1155243.7526338.0765242.8786318.1535244.626845911.672510+550.0006328.8895253.7226338.8665253.0476318.9125254.396860756.972610+560.

22、0006329.4645263.7056339.4525263.2306319.4755264.871642.262710+570.0006329.8385273.6986339.8355273.4236319.8425273.973882527.562810+580.0006330.0135283.6966340.0135283.6216320.0145283.771893412.862910+590.0006329.9885293.6966339.9885293.8216319.9895293.571904258.153010+600.0006329.7645303.6936339.758

23、5304.0186319.7695303.368915143.453110+610.0006329.3395313.6846339.3255314.2096319.3525313.159930028.743210+620.0006328.7145323.6646338.6885324.3896318.7405322.940940914.043310+630.0006327.8905333.6306337.8475334.5546317.9335332.707951755.833410+640.0006326.8725343.5786336.8105344.6886316.9335342.468

24、962221.083510+650.0006325.6775353.5066335.5955354.7826315.7595352.230971953.803610+660.0006324.3265363.4156334.2245364.8376314.4285361.992981033.993710+670.0006322.8395373.3036332.7195374.8516312.9605371.755985421.653810+680.0006321.2375383.1746331.5384.8286311.3745381.520993116.783910+690.0006319.5

25、385393.6329.3855394.7696309.6905391.2881000119.384010+700.0006317.7635402.8706327.5985404.6766307.9275401.1002429.464110+710.0006315.9315412.7016325.7585414.5546306.1045410.8471004047.004210+720.0006314.5422.5246323.8845424.4056304.2415420.6441005012.01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展了实习的放样实习。八、 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，一开场找点很麻烦，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容。- . 可修编.