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K4+964.75~~K5+263.262m右边桩放样坐标
(2007-05-12 16:59:59)| 分类： 公路建设类 |
G标段外海围堰K4+964.75~~K5+263.262m右边桩放样坐标计算表:
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桩号 |
计算方位角a右 |
中桩坐标(m) |
L右=4.5m边桩坐标(m) |
L右=12.7m边桩坐标(m) |
L右=15.7m边桩坐标(m) |
L右=20.7m边桩坐标(m) |
备注 |
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X= |
Y= |
X= |
Y= |
X= |
Y= |
X= |
Y= |
X= |
Y= |
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K4+964.75 |
a右=33°03′08″+90°=123°03′08″=123.015088° a右=33°03′08″+90°=123°03′08″=123.015088° |
23365.090 |
63223.851 |
23362.63569 |
63227.6228 |
23358.1634 |
63234.496 |
23356.5357 |
63237.016 |
23353.811 |
63241.2085 |
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+980 |
23352.308 |
63215.533 |
23349.8537 |
63219.3048 |
23345.3814 |
63226.178 |
23343.754 |
63228.698 |
23341.029 |
63232.891 |
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K5+000 |
23335.544 |
63204.626 |
23333.0897 |
63208.3978 |
23328.617 |
63215.271 |
23326.9897 |
63217.791 |
23324.265 |
63221.984 |
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+020 |
23318.781 |
63193.717 |
23316.3267 |
63197.489 |
23311.854 |
63204.362 |
23310.2267 |
63206.882 |
23307.502 |
63211.075 |
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+040 |
23302.017 |
63182.809 |
23299.563 |
63186.581 |
23295.090 |
63193.454 |
23293.463 |
63195.974 |
23290.7384 |
63182.809 |
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+060 |
23285.254 |
63171.901 |
23282.7997 |
63175.673 |
23278.327 |
63182.546 |
23276.700 |
63185.066 |
23273.975 |
63189.259 |
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+080 |
23268.49 |
63160.993 |
23266.036 |
63164.765 |
23261.563 |
63171.638 |
23259.9357 |
63174.158 |
23257.211 |
63178.351 |
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+100 |
23251.726 |
63150.085 |
23249.272 |
63153.857 |
23244.799 |
63160.7298 |
23243.172 |
63163.2499 |
23240.447 |
63167.443 |
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+120 |
23234.963 |
63139.177 |
23232.5087 |
63142.9488 |
23228.036 |
63149.822 |
23226.4087 |
63152.342 |
23223.684 |
63156.535 |
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+140 |
23218.20 |
63128.269 |
23215.746 |
63132.041 |
23211.273 |
63138.9138 |
23209.6457 |
63141.434 |
23206.921 |
63145.6265 |
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+160 |
23201.437 |
63117.631 |
23198.983 |
63121.403 |
23194.510 |
63128.276 |
23192.883 |
63130.796 |
23190.158 |
63134.989 |
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+180 |
23184.673 |
63106.453 |
23182.2187 |
63110.225 |
23177.746 |
63117.0978 |
23176.1187 |
63119.6179 |
23173.384 |
63123.811 |
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+200 |
23167.909 |
63095.545 |
23165.455 |
63099.317 |
23160.982 |
63106.1898 |
23159.355 |
63108.7099 |
23156.6304 |
63112.903 |
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+220 |
23151.146 |
63084.637 |
23148.692 |
63088.409 |
23144.219 |
63095.282 |
23142.592 |
63097.802 |
23139.867 |
63101.995 |
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+240 |
23134.383 |
63073.729 |
23131.9287 |
63077.501 |
23127.456 |
63084.374 |
23125.8287 |
63086.894 |
23123.104 |
63091.087 |
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+260 |
23117.619 |
63062.821 |
23115.165 |
63066.593 |
23110.69 |
63073.466 |
23109.065 |
63075.986 |
23106.340 |
63080.1785 |
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K5+263.262 |
23100.855 |
63051.912 |
23098.401 |
63055.684 |
23093.928 |
63062.5568 |
23092.3007 |
63065.077 |
23089.576 |
63069.270 |
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注:1、计算方位角a右=(轴线方位角+90°)=33°03′08″+90°=123°03′08″=123.015088°
2、边桩坐标:X右=X中+L右*COS(轴线方位角+90°)
3、因G标原施工图外围围堰A2-A2断面(HDHYS-LY-08)图示之充砂袋棱体定位尺寸欠明确,故采用<<施工单位与监理驻地办商定的定位意见重新绘制定位图>>.
4、原施工图(HDHYS-LY-08)外围围堰A2-A2充砂袋棱体定位图.
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