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K5+686.95~~K6+081.172m右边桩放样坐标
(2007-05-12 17:03:43)| 分类： 公路建设类 |
G标段外海围堰K5+686.95~~K6+081.172m右边桩放样坐标计算表:
计算人:郭
|
桩号 |
计算方位角a右 |
中桩坐标值(m) |
L右=4.5边桩坐标值(m) |
L右=12.7边桩坐标值(m) |
L右=15.7边桩坐标值(m) |
L右=20.7边桩坐标值(m) |
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X= |
Y= |
X= |
Y= |
X= |
Y= |
X= |
Y= |
X= |
Y= |
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|
K5+686.95 |
a右=39°06′32″+90°=129.1088889°=129°06′32″ |
22770.272 |
62815.549 |
22767.433 |
62819.0408 |
22762.261 |
62825.4036 |
22760.3685 |
62827.7314 |
22757.2145 |
62831.611 |
|
+700 |
22760.146 |
62807.317 |
22757.3074 |
62810.8088 |
22752.1349 |
62817.172 |
22750.243 |
62819.4994 |
22747.0885 |
62823.379 |
|
|
+760 |
22713.584 |
62769.466 |
22710.7454 |
62772.9578 |
22705.5729 |
62779.321 |
22703.681 |
62756.4204 |
22700.5265 |
62785.528 |
|
|
+800 |
22682.549 |
62744.238 |
22679.710 |
62747.7298 |
22674.5379 |
62754.0926 |
22672.6455 |
62756.4204 |
22669.492 |
62760.300 |
|
|
+860 |
22635.988 |
62706.386 |
22633.1494 |
62709.8778 |
22627.9769 |
62716.241 |
22626.085 |
62718.5684 |
22622.9305 |
62722.448 |
|
|
+900 |
22604.956 |
62681.158 |
22602.1174 |
62684.6498 |
22596.945 |
62691.013 |
22595.053 |
62693.3404 |
22591.8985 |
62697.2201 |
|
|
+960 |
22558.393 |
62643.307 |
22555.554 |
62646.7988 |
22550.3819 |
62653.162 |
22548.4895 |
62655.4894 |
22545.3355 |
62659.369 |
|
|
K6+000 |
22527.361 |
62618.079 |
22524.522 |
62621.571 |
22519.3499 |
62627.9336 |
22517.4575 |
62630.2614 |
22514.3035 |
62634.141 |
|
|
+060 |
22480.798 |
62580.228 |
22477.959 |
62583.7198 |
22472.7869 |
62590.083 |
22470.895 |
62592.4104 |
22467.741 |
62596.290 |
|
|
K6+081.172 |
22464.376 |
62566.876 |
22461.537 |
62570.3678 |
22456.365 |
62576.7306 |
22454.4725 |
62630.2614 |
22451.3185 |
62582.938 |
|
注:1、计算方位角a右=(轴线方位角+90°)
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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