(完整word版)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 软件系统测试报告下载sgs报告如何下载关于路面塌陷情况报告535n,sgs报告怎么下载竣工报告下载 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月目录实习时间实习地点小组成员实习目的实习设备实习内容实习步骤及成果实习心得一、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：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：编写的程序代码如下：usingSystem;usingSystem.Collections.Generic;usingSystem.ComponentModel;usingSystem.Data;usingSystem.Drawing;usingSystem.Linq;usingSystem.Text;usingSystem.Windows.Forms;namespace工程测量1{publicpartialclassForm1:Form{publicForm1(){InitializeComponent();}privatevoidbutton1_Click(objectsender,EventArgse){constdoubleR=500;doublel1=70;doublel;doubles;doublet;floatx1;floaty1;try{intn=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*(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);}catch{MessageBox.Show("输入错误");}}privatevoidbutton2_Click(objectsender,EventArgse){constdoubleR=500;doublel1=70;doublem=34.99428;doublep=0.583333;doublel;doubleb;doublec;floatx2;floaty2;try{inta=0;a=int.Parse(this.textBox4.Text.Trim());l=Convert.ToDouble(this.textBox4.Text);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.Text=Convert.ToString(x2);this.textBox6.Text=Convert.ToString(y2);}catch{MessageBox.Show("输入错误");}}privatevoidbutton3_Click(objectsender,EventArgse){constdoubleR=500;doublel2=100;doublel;doubles2;doublet2;doubles3;doublet3;floatx3;floaty3;floatx5;floaty5;doublexh=385.47347;doubleyh=139.27869;doublecosa=0.78387;doublesina=0.62092;try{intn2=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)/(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.ToString(x5);this.textBox9.Text=Convert.ToString(y5);}catch{MessageBox.Show("输入错误");}}privatevoidbutton4_Click(objectsender,EventArgse){doublexz=6168.640354;doubleyz=5114.780;doublex6;doubley6;doublea1;doublea2;doublet4;doubles4;doublet5;doubles5;try{x6=double.Parse(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.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，计算出每一个待放样点的坐标。综合平面曲线中、边桩要素及坐标点计算 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 交点坐标X(N)6354.618里程桩号(K)中桩坐标中桩坐标Y切线方位角名称XF(°′″)交点坐标Y(Y)5211.539直缓ZH10+308.8846257.7985025.44362°30′48.00″交点桩号JD(K)10+518.660缓圆HY10+378.8846288.6415088.26466°31′26.54″曲线半径R(m)500.000曲中QZ10+503.7906323.6485207.82780°50′14.03″缓和曲线Ls1(m)70.000圆缓YH10+628.6966328.0095332.33295°09′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)中桩坐标中桩坐标Y左边桩坐标X左边桩坐右边桩坐标X右边桩坐标Y切线方位角X标YF(°′″)直缓ZH10+308.8846257.7985025.4436266.6695020.8276248.9265030.05862°30′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°50′14.03″圆缓YH10+628.6966328.0095332.3326337.9685333.2306318.0495331.43495°09′01.52″缓直HZ10+728.6966312.4235431.0656322.2445432.9506302.6035429.180100°52′48.00″计算桩号(K)中桩坐标中桩坐标Y左边桩坐标X左边桩坐右边桩坐标X右边桩坐标Y切线方位角放样点X标YF(°′″)110+310.0006258.3135026.4336267.1845021.8186249.4415031.04862°30′51.67″210+320.0006262.9225035.3076271.8025030.7076254.0435039.90762°36′52.11″310+330.0006267.5045044.1966276.4045039.6376258.6035048.75562°52′41.87″410+340.0006272.0315053.1126280.9665048.6206263.0975057.60463°18′20.96″510+350.0006276.4805062.0686285.4605057.6686267.5005066.46863°53′49.38″610+360.0006280.8225071.0766289.8605066.7956271.7855075.35764°39′07.13″710+370.0006285.0335080.1466294.1385076.0106275.9285084.28265°34′14.20″810+380.0006289.0855089.2886298.2665085.3256279.9035093.25266°39′06.93″910+390.0006292.9565098.5096302.2145094.7306283.6975102.28767°47′52.23″1010+400.0006296.6425107.8046305.9745104.2116287.3095111.39768°56′37.53″1110+410.0006300.1415117.1726309.5435113.7666290.7395120.57770°05′22.82″1210+420.0006303.4525126.6086312.9215123.3916293.9845129.82471°14′08.12″1310+430.0006306.5745136.1086316.1055133.0816297.0435139.13472°22′53.41″1410+440.0006309.5055145.6686319.0955142.8336299.9165148.50473°31′38.71″1510+450.0006312.2455155.2856321.8895152.6426302.6005157.92974°40′24.01″1610+460.0006314.7915164.9566324.4875162.5066305.0965167.40575°49′09.30″1710+470.0006317.1445174.6756326.8865172.4196307.4025176.93076°57′54.60″1810+480.0006319.3025184.4396329.0875182.3796309.5165186.49978°06′39.90″1910+490.0006321.2645194.2446331.0895192.3806311.4395196.10879°15′25.19″2010+500.0006323.0305204.0876332.8905202.4206313.1705205.75480°24′10.49″2110+510.0006324.5985213.9636334.4905212.4946314.7075215.43381°32′55.78″2210+520.0006325.9695223.8696335.8885222.5976316.0505225.14082°41′41.08″2310+530.0006327.1415233.8006337.0835232.7276317.1995234.87283°50′26.38″2410+540.0006328.1155243.7526338.0765242.8786318.1535244.62684°59′11.67″2510+550.0006328.8895253.7226338.8665253.0476318.9125254.39686°07′56.97″2610+560.0006329.4645263.7056339.4525263.2306319.4755264.18087°16′42.26″2710+570.0006329.8385273.6986339.8355273.4236319.8425273.97388°25′27.56″2810+580.0006330.0135283.6966340.0135283.6216320.0145283.77189°34′12.86″2910+590.0006329.9885293.6966339.9885293.8216319.9895293.57190°42′58.15″3010+600.0006329.7645303.6936339.7585304.0186319.7695303.36891°51′43.45″3110+610.0006329.3395313.6846339.3255314.2096319.3525313.15993°00′28.74″3210+620.0006328.7145323.6646338.6885324.3896318.7405322.94094°09′14.04″3310+630.0006327.8905333.6306337.8475334.5546317.9335332.70795°17′55.83″3410+640.0006326.8725343.5786336.8105344.6886316.9335342.46896°22′21.08″3510+650.0006325.6775353.5066335.5955354.7826315.7595352.23097°19′53.80″3610+660.0006324.3265363.4156334.2245364.8376314.4285361.99298°10′33.99″3710+670.0006322.8395373.3036332.7195374.8516312.9605371.75598°54′21.65″3810+680.0006321.2375383.1746331.0995384.8286311.3745381.52099°31′16.78″3910+690.0006319.5385393.0296329.3855394.7696309.6905391.288100°01′19.38″4010+700.0006317.7635402.8706327.5985404.6766307.9275401.063100°24′29.46″4110+710.0006315.9315412.7016325.7585414.5546306.1045410.847100°40′47.00″4210+720.0006314.0635422.5246323.8845424.4056304.2415420.644100°50′12.01″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。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 快递问题件怎么处理流程河南自建厂房流程下载关于规范招聘需求审批流程制作流程表下载邮件下载流程设计 后，我们顺利的完成了本次实习内容。