工程测量实习报告(圆曲、缓和曲线放样线).docx

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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210+320.0006262.9225035.3076271.8025030.7076254.0435039.90762O36,52.11-310+330.0006267.5045044.1966276.4045039.6376258.6035048.755625241.87”410+340.0006272.0315053.1126280.9665048.6206263.0975057.604631820.

2、96510+350.0006276.4805062.0686285.4605057.6686267.5005066.468635349.38610+360.0006280.8225071.0766289.8605066.7956271.7855075.357643907.13”710+370.0006285.0335080.1466294.1385076.0106275.9285084.28265o34r14.2(T810+380.0006289.0855089.2886298.2665085.3256279.9035093.25266o39,06.93-910+390.0006292.956

3、5098.5096302.2145094.7306283.6975102.287674752.231010+400.0006296.6425107.8046305.9745104.2116287.3095111.397685637.531110+410.0006300.1415117.1726309.5435113.7666290.7395120.5777005(22.82-1210+420.0006303.4525126.6086312.9215123.3916293.9845129.8247114(08.12-1310+430.0006306.5745136.1086316.1055133

4、.0816297.0435139.134722253.41410+440.0006309.5055145.6686319.0955142.8336299.9165148.504733138.71510+450.0006312.2455155.2856321.8895152.6426302.6005157.929744024.0r1610+460.0006314.7915164.9566324.4875162.5066305.0965167.4057549(09.3(T1710+470.0006317.1445174.6756326.8865172.4196307.4025176.9307657

5、-54.60,1810+480.0006319.3025184.4396329.0875182.3796309.5165186.499780639.90-1910+490.0006321.2645194.2446331.0895192.3806311.4395196.10879O15*25.19-2010+500.0006323.0305204.0876332.8905202.4206313.1705205.7548024,10.49-2110+510.0006324.5985213.9636334.4905212.4946314.7075215.433813255.78-2210+520.0

6、006325.9695223.8696335.8885222.5976316.0505225.140824141.082310+530.0006327.1415233.8006337.0835232.7276317.1995234.872835026.382410+540.0006328.1155243.7526338.0765242.8786318.1535244.62684 59 Vl.67”2510+550.0006328.8895253.7226338.8665253.0476318.9125254.396860756.97-2610+560.0006329.4645263.70563

7、39.4525263.2306319.4755264.18087。1642.262710+570.0006329.8385273.6986339.8355273.4236319.8425273.97388。25,27.562810+580.0006330.0135283.6966340.0135283.6216320.0145283.7718934(12.86-2910+590.0006329.9885293.6966339.9885293.8216319.9895293.571904258.15”3010+600.0006329.7645303.6936339.7585304.0186319

8、.7695303.36891 5143.453110+610.0006329.3395313.6846339.3255314.2096319.3525313.159930028.743210+620.0006328.7145323.6646338.6885324.3896318.7405322.940940$14.04-3310+630.0006327.8905333.6306337.8475334.5546317.9335332.707951755.83-3410+640.0006326.8725343.5786336.8105344.6886316.9335342.4689602221.0

9、83510+650.0006325.6775353.5066335.5955354.7826315.7595352.230971953.80-3610+660.0006324.3265363.4156334.2245364.8376314.4285361.99298010*33.99-3710+670.0006322.8395373.3036332.7195374.8516312.9605371.755985421.65-3810+680.0006321.2375383.1746331.0995384.8286311.3745381.520993116.78”3910+690.0006319.

10、5385393.0296329.3855394.7696309.6905391.2881000119.384010+700.0006317.7635402.8706327.5985404.6766307.9275401.0631002429.464110+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

11、进 行了实习的放样实习。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。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 H-2015 年 6 月 26 日1、2015 年 6 月 23-2015 年

12、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,

13、l2=100m ,圆 曲线半径为500m，右转角为(1=38。23 ,ZH到JD的方位角是6230r 48”,路宽20m。每隔10米测设道路中、边线整桩。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、程序编写追q.四岁霁火&i： $； Q： ia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

14、，开发的界面如 下Forml.c，FormLci (igi+j 5SXi曲鼓坐标ndow左遇*1曲线Box四曲线,BoxmePic.MdText. Olecu. Icon ScUp-Boxbutton xtBoxntP ewrowsertivJietA:国挫标瑁里坐标编写的程序代码如下：using System;using System.Collections.Generic;using System.ComponentModel;using System.Data;using System.Drawing;using System.Linq;using System.Text;using S

15、ystem.Windows.Forms;namespace工程测量1(publicpartialclassForml: Form(public Forml()(lnitializeComponent();)privatevoid buttonl_Click(object sendee EventArgs e)(constdouble R = 500;double 11 = 70;double I;double s;double t;float xl;float yl;try(int n = 0;n = int.Parse(this.textBoxl.Text.Trim();I = Conver

16、t.ToDouble(this.textBoxl.Text);s = l-(l*l*l*l*l)/(40*R*R *11 *11) + (1*1*1*1*1*1*1*1*1)/(3456 * (R * R * R * R) *(11*11 *11 *11);t = (I * I * 1)/(6 R 11) - (I * I I * I * I * I * l)/(336 R R * R * 11 * 11 11);xl = (float)Math.Round(s, 5);yl = (float)Math.Round(t, 5);this.textBox2.Text = Convert.ToSt

17、ring(xl);this.textBox3.Text = Convert.ToString(yl);)catchMessageBox.Show(输入错误);)privatevoid button2_Click(object sendee EventArgs e) constdouble R = 500;double 11 = 70;double m = 34.99428;double p = 0.583333;double I;double b;double c;float x2;float y2;try(int a = 0;a = int.Parse(this.textBox4.Text.

18、Trim();I = Convert.ToDouble(this.textBox4.Text);b = 1-0.5 *11-(I- 0.5 *11)* (I- 0.5 *11) *(l- 0.5 * 11) / (6 * R * R) + m;c = (l- 0.5 * 11) *(l- 0.5 * 11) / (2 * R) - (I - 0.5 *11) *(l- 0.5 * 11) * (I - 0.5 * 11) * (I - 0.5 *11)/ (24 * R R * R) + p;x2 = (float)Math.Round(b, 5);y2 = (float)Math.Round

19、(c, 5);this.textBox5.Text = Convert.ToString(x2);this.textBox6.Text = Convert.ToString(y2);catchMes$ageBox.Show(输入错尔)；)privatevoid button3_Click(object sendee Eve nt Args e)(constdouble R = 500;double 12 = 100;double I;double s2;double t2;double s3;double t3;float x3;float y3;float x5;float y5;doubl

20、e xh = 385.47347;double yh = 139.27869;double cosa = 0.78387;double sina = 0.62092;int n2 = 0;n2 = int.Parse(this.textBox7.Text.Trim();I = Convert.ToDouble(this.textBox7.Text);S2 = I - (I * I * I * I * I) / (40 * R * R * 12 * 12) + (I * I * I * I * I * I * I * I * I) / (3456 * (R * R * R * R) * (12

21、* 12 * 12 * 12);t2 = (I * I * I) / 6 * R * 12) - (I * I * I * I * I * I * I) / (336 * R * R * R * 12 * 12 * 12);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

22、.textBox8.Text = Convert.ToString(xS);this.textBox9.Text = Convert.ToString(y5);)catch(McssageBox.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 al;double a2;double t4;double s4;double t5;double s5;try(x6 = dou

23、ble.Parse(this.textBoxlO.Text.Trim();y6 = double.Parse(this.textBoxll.Text.Trim();al = double.Parse(this.textBoxl3.Text.Trim();a2 = double.Parse(this.textBoxl2.Text.Trim();t4 = xz + x6 al - y6 * a2；s4 = yz + x6 * a2 + y6 * al;t5 = (double)Math.Round(t4, 5);s5 = (double)Math.Round(s4, 5);this.textBox

24、l4.Text = Convert.ToString(tS);this.textBoxl5.Text = Convert.ToString(sS);catch(Me$ageBox.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名称里程枇号(K)中桩坐标X中桩坐标Y切线方位角FC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级 I0IHY10+378.8846288.6415088

25、.26466031 *26.54曲线半径R(m)500.000曲中QZ10+503.7906323.6485207.827805014.03缓和曲线Ls1(m)70.000国缓YH10+628.6966328.0095332.332950901.52缓和曲战Ls2(m)100.000缓直HZ10+728.6966312.4235431.065100。5248.00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外矢外E30.053切线氏T2223.544计算机七(K)中桩坐标X中桩坐标丫左边桩坐标X左边桩坐标Y右边桩坐标X

26、右边桩坐标Y切线方位角F(。”)比缓ZH10+308.8846257.7985025.4436266.6695020.8276248.9265030.058623048.00-缓 IMIHY10+378.8846288.6415088.2646297.8135084.2816279.4695092.2486603126.54曲中QZ10+503.7906323.6485207.8276333.5205206.2346313.7755209.41980050,14.03-圆缓YH10+628.6966328.0095332.3326337.9685333.2306318.0495331.43495o09,01.5r援比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+310.0006258.3135026.4336267.1845021.8186249.4415031.048623051.67