加载中…
K4+542~~K4+964.75m右边桩放样坐标2
(2007-05-12 16:54:31)|
+780 |
|
23533.232 |
63300.399 |
23531.3895 |
63304.5045 |
23528.0320 |
63311.9856 |
23526.8037 |
63314.7226 |
23524.7564 |
63319.2843 |
|
+800 |
23515.029 |
63292.112 |
23513.1865 |
63296.2175 |
23509.8290 |
63303.6986 |
23508.6007 |
63306.4356 |
23506.5534 |
63310.997 |
|
|
+820 |
23496.827 |
63283.826 |
23494.9845 |
63287.9315 |
23491.6270 |
63295.4126 |
23490.3987 |
63298.1496 |
23488.3514 |
63302.7113 |
|
|
+840 |
23478.625 |
63275.539 |
23476.7825 |
63279.6445 |
23473.4250 |
63287.1256 |
23472.1967 |
63289.8626 |
23470.1494 |
63294.424 |
|
|
+860 |
23460.422 |
63267.252 |
23458.5795 |
63271.3575 |
23455.2220 |
63278.8386 |
23453.9937 |
63281.5756 |
23451.9464 |
63286.137 |
|
|
+880 |
23442.219 |
63258.965 |
23440.3765 |
63263.0705 |
23437.0190 |
63270.5516 |
23435.7907 |
63273.2886 |
23433.7434 |
63277.8503 |
|
|
+900 |
23424.017 |
63250.678 |
23422.1745 |
63254.7835 |
23418.8170 |
63262.2646 |
23417.5887 |
63265.0016 |
23415.5414 |
63269.5633 |
|
|
+920 |
23405.815 |
63242.391 |
23403.9725 |
63246.4965 |
23400.6150 |
63253.9776 |
23399.3867 |
63256.7146 |
23397.3394 |
63261.276 |
|
|
+940 |
23387.612 |
63234.105 |
23385.7695 |
63238.2105 |
23382.4120 |
63245.6916 |
23381.18365 |
63248.42863 |
23379.1364 |
63252.9903 |
|
|
+960 |
23369.41 |
63225.818 |
23367.5675 |
63229.9235 |
23364.210 |
63237.4046 |
23362.98165 |
63240.1416 |
23360.9344 |
63244.7033 |
|
|
+964.75 |
23365.090 |
63223.851 |
23363.2475 |
63227.9565 |
23359.890 |
63235.4376 |
23358.66165 |
63238.1746 |
23356.6144 |
63242.736 |
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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