工程測量實習(xí)報告(圓曲、緩和曲線放樣線)

1、湖南科技大學(xué)建筑學(xué)院測繪工程專業(yè)工程測量實習(xí)報告01（綜合平面曲線中、邊樁計算與測設(shè)）姓名 ：馮齊心班級 ：12 級測繪工程2 班學(xué)號： 1210050208指導(dǎo)教師：肖巍峰實習(xí)時間： 2015 年 6 月目錄1 實習(xí)時間2 實習(xí)地點3 小組成員4 實習(xí)目的5 實習(xí)設(shè)備.6 實習(xí)內(nèi)容7 實習(xí)步驟及成果8 實習(xí)心得一、實習(xí)時間2015年 6月 23日-2015 年 6月 26日1、2015 年 6 月 23-2015 年 6 月 25 日案例數(shù)據(jù)的處理，根據(jù)案例要求通過vs 程序編寫漸變計算出各放樣點的坐標(biāo)。2、2015 年 6 月 26 日實實地放樣，根據(jù)案例的要求，將計算出來的各待放樣點進(jìn)行

2、放樣。二、實習(xí)地點案例數(shù)據(jù)計算在室內(nèi)進(jìn)行， 實地放樣地點選擇在地點較為開闊的科大北校區(qū)籃球場。三、小組成員組長：許云康組員：朱偉青、王新橋、馮齊心、孟道宇、張紅波、袁健四、實習(xí)目的.1、掌握綜合曲線中、邊樁坐標(biāo)的計算方法。2、掌握全站儀測設(shè)道路中、邊樁的方法。五、實習(xí)設(shè)備六、實習(xí)內(nèi)容工程案例：1、根據(jù)給定的曲線參數(shù)、計算綜合曲線的中、邊樁坐標(biāo)（任選一種）（ 1）利用 Excel 計算（ 2）利用自己熟悉的編程語言編制程序計算（ 3）利用 CASIO-fx5800 編制程序計算.2、利用全站儀放樣曲線中、邊樁點（ 1）坐標(biāo)法放樣（ 2）利用全站儀自帶的“道路”程序放樣七、實習(xí)步驟及成果步驟一、程

3、序編寫在本組小組成員的討論下，選擇通過基于 VS開發(fā)平臺進(jìn)行綜合平面曲線中、邊樁計算的程序編寫。在大家的共同努力下，開發(fā)的界面如下：編寫的程序代碼如下：using System;using System.ComponentModel;using System.Data;.using System.Drawing;using System.Linq;using System.Text;namespace 工程測量1public partial classForm1 : Formpublic Form1()InitializeComponent();private void button1_Cli

4、ck( object sender, EventArgs e)const double R = 500;double l1 = 70;double l;double s;double t;float x1;float y1;tryint n = 0;.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

5、 * 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.Show(" 輸入錯誤 ");private void button2_Click( object sender, EventArgs

6、 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;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 *

7、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);catchMessageBox.Show(" 輸入錯誤 ");private void button3_Click( object sender, EventArgs

8、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 = 0.78387;double sina = 0.62092;tryint n2 = 0;s2 = l - (l * l * l * l * l) / (40 * R * R * l2 * l2) + (l * l * l * l *

9、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 = (fl

10、oat )Math .Round(s3, 5);y5 = (float )Math .Round(t3, 5);this .textBox8.Text =Convert.ToString(x5);.this .textBox9.Text =Convert.ToString(y5);catchMessageBox.Show(" 輸入錯誤 ");private void button4_Click( object sender, EventArgs e)double xz = 6168.640354;double yz = 5114.780;double x6;double y

11、6;double a1;double a2;double t4;double s4;double t5;double s5;try.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);catchMessageBox.Show(&qu

12、ot; 輸入錯誤 ");步驟二、對編寫完成的程序進(jìn)行運行調(diào)整，計算出每一個待放樣點的坐標(biāo)。綜合平面曲線中、邊樁要素及坐標(biāo)點計算表交點坐標(biāo) X(N)6354.618里程樁號 (K)中樁坐標(biāo)中樁坐標(biāo) Y切線方位角名稱XF( °)交點坐標(biāo) Y(Y)5211.539直緩 ZH10+308.8846257.7985025.44362°3048.00 交點樁號 JD(K)10+518.660緩圓 HY10+378.8846288.6415088.26466°3126.54 曲線半徑 R(m)500.000曲中 QZ10+503.7906323.6485207.827

13、80°5014.03 緩和曲線 Ls1(m)70.000圓緩 YH10+628.6966328.0095332.33295°0901.52 緩和曲線 Ls2(m)100.000緩直 HZ10+728.6966312.4235431.065100°5248.00 .曲線轉(zhuǎn)角 a(d.ms)38.2300計算方位角 F(d.ms ）62.3048曲線長 L419.812切線長 T1209.776外矢距 E30.053切線長 T2223.544計算樁號 (K)中樁坐標(biāo)中樁坐標(biāo) Y左邊樁坐標(biāo)X直緩 ZH10+308.8846257.7985025.4436266.669緩

14、圓 HY10+378.8846288.6415088.2646297.813曲中 QZ10+503.7906323.6485207.8276333.520圓緩 YH10+628.6966328.0095332.3326337.968緩直 HZ10+728.6966312.4235431.0656322.244計算樁號 (K)中樁坐標(biāo)中樁坐標(biāo) Y放樣點左邊樁坐標(biāo)X110+310.0006258.3135026.4336267.184210+320.0006262.9225035.3076271.802310+330.0006267.5045044.1966276.404410+340.00062

15、72.0315053.1126280.966510+350.0006276.4805062.0686285.460610+360.0006280.8225071.0766289.860710+370.0006285.0335080.1466294.138810+380.0006289.0855089.2886298.266左邊樁坐X右邊樁坐標(biāo)標(biāo) Y5020.8276248.9265084.2816279.4695206.2346313.7755333.2306318.0495432.9506302.603左邊樁坐X右邊樁坐標(biāo)標(biāo) Y5021.8186249.4415030.7076254.043

16、5039.6376258.6035048.6206263.0975057.6686267.5005066.7956271.7855076.0106275.9285085.3256279.903X 右邊樁坐標(biāo)5030.0585092.2485209.4195331.4345429.180X 右邊樁坐標(biāo)5031.0485039.9075048.7555057.6045066.4685075.3575084.2825093.252切線方位角YF( °)62°3048.00 66°3126.54 80°5014.03 95°0901.52 100

17、76;5248.00 切線方位角YF( °)62°3051.67 62°3652.11 62°5241.87 63°1820.96 63°5349.38 64°3907.13 65°3414.20 66°3906.93 .910+390.0006292.9565098.5096302.2145094.7306283.6975102.28767°4752.23 1010+400.0006296.6425107.8046305.9745104.2116287.3095111.39768°5

18、637.53 1110+410.0006300.1415117.1726309.5435113.7666290.7395120.57770°0522.82 1210+420.0006303.4525126.6086312.9215123.3916293.9845129.82471°1408.12 1310+430.0006306.5745136.1086316.1055133.0816297.0435139.13472°2253.41 1410+440.0006309.5055145.6686319.0955142.8336299.9165148.50473

19、76;3138.71 1510+450.0006312.2455155.2856321.8895152.6426302.6005157.92974°4024.01 1610+460.0006314.7915164.9566324.4875162.5066305.0965167.40575°4909.30 1710+470.0006317.1445174.6756326.8865172.4196307.4025176.93076°5754.60 1810+480.0006319.3025184.4396329.0875182.3796309.5165186.4997

20、8°0639.90 1910+490.0006321.2645194.2446331.0895192.3806311.4395196.10879°1525.19 2010+500.0006323.0305204.0876332.8905202.4206313.1705205.75480°2410.49 2110+510.0006324.5985213.9636334.4905212.4946314.7075215.43381°3255.78 2210+520.0006325.9695223.8696335.8885222.5976316.0505225.

21、14082°4141.08 2310+530.0006327.1415233.8006337.0835232.7276317.1995234.87283°5026.38 2410+540.0006328.1155243.7526338.0765242.8786318.1535244.62684°5911.67 2510+550.0006328.8895253.7226338.8665253.0476318.9125254.39686°0756.97 2610+560.0006329.4645263.7056339.4525263.2306319.4755

22、264.18087°1642.26 2710+570.0006329.8385273.6986339.8355273.4236319.8425273.97388°2527.56 2810+580.0006330.0135283.6966340.0135283.6216320.0145283.77189°3412.86 2910+590.0006329.9885293.6966339.9885293.8216319.9895293.57190°4258.15 3010+600.0006329.7645303.6936339.7585304.0186319.

23、7695303.36891°5143.45 3110+610.0006329.3395313.6846339.3255314.2096319.3525313.15993°0028.74 3210+620.0006328.7145323.6646338.6885324.3896318.7405322.94094°0914.04 .3310+630.0006327.8905333.6306337.8475334.5546317.9335332.7073410+640.0006326.8725343.5786336.8105344.6886316.9335342.4683510+650.0006325.6775353.5066335.5955354.7826315.7595352.2303610+660.0006324.3265363.4156334.22453