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 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实习内容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行放样。二、实习地点案例数据计算在室内进行，实地放样地

2、点选择在地点较为开阔的科大 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、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：如图3所示平面曲线，其交点JD桩的里程为K10+518.66 ,坐标为(6354.618.5211.539 )，第一缓和曲线长 li=70m,l100m .圆曲线半径为500m，右转角a=3823f ,ZH到JD的方位角是6230r48” ,路宽20mo每隔10米测设道路中、边线整桩o1、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

3、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开发平台进行综合平面 曲线中、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：T n xndow_ *mePk bl4wdTextGalen.iIwn button戒EgKPewam坐昏J乩：y:ta曲誌匚计勒_ 计 U1X：F：划st舸坐祎特卿K si&A. caxA.计耳KUUr&ml.c- f*rmLu iHit编

4、写的程序代码如下:using System;using System.Collections.Generic;using System.ComponentModel;using System.Data;using System.Drawing;using System.Linq;using System.Text;using System.Windows.Forms;namespace 工程测量 1public partial classForm1 : Formpublic Form1()InitializeComponent();private void button1_Click( obj

5、ect sender, EventArgs e)const double R = 500;double l1 = 70;double l;double s;double t;float x1;float y1;tryint 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 * l * l * l) / (3456

6、* (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);catchMessageBox.Sh

7、ow( 输入错误 );private void button2_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;tryint a = 0;a = int .Parse(this .textBox4.Text.Trim();l = Convert.ToDouble(this.textBox4.Text);b = l - 0.5 * l1

8、- (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.Text =Convert.ToS

9、tring(x2);this .textBox6.Text =Convert.ToString(y2);catchMessageBox.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 = 139.2786

10、9;double cosa = 0.78387;double sina = 0.62092;tryint 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);t2 = (l * l * l)

11、/ (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.Text =Convert

12、.ToString(x5);this .textBox9.Text =Convert.ToString(y5);catchMessageBox.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;tryx6 = double .Parse(this .textBox

13、10.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 * al - y6 * a2;s4 = yz + x6 * a2 + y6 * a1;t5 = (double )Math .Round(t4, 5);s5 = (double)Math .Round(s4, 5);this.textBox14.Text =Conve

14、rt.ToString(t5);this.textBox15.Text =Convert.ToString(s5);catchMessageBoxShow(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交点坐标X(N)6354.618名称里程桩号(K)中桩坐标X中桩坐标丫切线方位角F()交点坐标丫(丫)5211.539直缓ZH10+308.8846257.7985025.44362 30z 48.00交点桩号JD(K)10+518.660缓圆HY10+378.8846288.6415088.26466 31 26.54曲线半

15、径R(m)500.000曲中QZ10+503.7906323.6485207.82780 50z 14.03缓和曲线Ls1(m)70.000圆缓YH10+628.6966328.0095332.33295 09z 01.52缓和曲线Ls2(m)100.000缓直HZ10+728.6966312.4235431.065100 52 48.00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

16、F()直缓ZH10+308.8846257.7985025.4436266.6695020.8276248.9265030.05862 30z 48.00缓圆HY10+378.8846288.6415088.2646297.8135084.2816279.4695092.24866 31 26.54曲中QZ10+503.7906323.6485207.8276333.5205206.2346313.7755209.41980 50z 14.03圆缓YH10+628.6966328.0095332.3326337.9685333.2306318.0495331.43495 09z 01.52缓直

17、HZ10+728.6966312.4235431.0656322.2445432.9506302.6035429.180100 52z 48.00放样点计算桩号(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()110+310.0006258.3135026.4336267.1845021.8186249.4415031.04862 30 51.67210+320.0006262.9225035.3076271.8025030.7076254.0435039.90762 36 52.11310+330.0006267.5045044.1966276.404

18、5039.6376258.6035048.75562 52 41.87410+340.0006272.0315053.1126280.9665048.6206263.0975057.60463 18 20.96510+350.0006276.4805062.0686285.4605057.6686267.5005066.46863 53 49.38610+360.0006280.8225071.0766289.8605066.7956271.7855075.35764 39 07.13710+370.0006285.0335080.1466294.1385076.0106275.9285084

19、.28265 34 14.20810+380.0006289.0855089.2886298.2665085.3256279.9035093.25266 39 06.93910+390.0006292.9565098.5096302.2145094.7306283.6975102.28767 47 52.231010+400.0006296.6425107.8046305.9745104.2116287.3095111.39768 56 37.531110+410.0006300.1415117.1726309.5435113.7666290.7395120.57770 05 22.82121

20、0+420.0006303.4525126.6086312.9215123.3916293.9845129.82471 14 08.121310+430.0006306.5745136.1086316.1055133.0816297.0435139.13472 22 53.411410+440.0006309.5055145.6686319.0955142.8336299.9165148.50473 31 38.711510+450.0006312.2455155.2856321.8895152.6426302.6005157.92974 40 24.011610+460.0006314.79

21、15164.9566324.4875162.5066305.0965167.40575 49 09.301710+470.0006317.1445174.6756326.8865172.4196307.4025176.93076 57 54.601810+480.0006319.3025184.4396329.0875182.3796309.5165186.49978 06 39.901910+490.0006321.2645194.2446331.0895192.3806311.4395196.10879 15 25.192010+500.0006323.0305204.0876332.89

22、05202.4206313.1705205.75480 24 10.492110+510.0006324.5985213.9636334.4905212.4946314.7075215.43381 32 55.782210+520.0006325.9695223.8696335.8885222.5976316.0505225.14082 41 41.082310+530.0006327.1415233.8006337.0835232.7276317.1995234.87283 50 26.382410+540.0006328.1155243.7526338.0765242.8786318.15

23、35244.62684 59 11.672510+550.0006328.8895253.7226338.8665253.0476318.9125254.39686 07 56.972610+560.0006329.4645263.7056339.4525263.2306319.4755264.18087 16 42.262710+570.0006329.8385273.6986339.8355273.4236319.8425273.97388 25 27.562810+580.0006330.0135283.6966340.0135283.6216320.0145283.77189 34 1

24、2.862910+590.0006329.9885293.6966339.9885293.8216319.9895293.57190 42 58.153010+600.0006329.7645303.6936339.7585304.0186319.7695303.36891 51 43.453110+610.0006329.3395313.6846339.3255314.2096319.3525313.15993 00 28.743210+620.0006328.7145323.6646338.6885324.3896318.7405322.94094 09 14.043310+630.0006327.8905333.6306337.8475334.5546317.9335332.70795 17z 55.833410+640.0006326.8725343.5786336.8105344.6886316.9335342.46896 2 21