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1、点号检测三维坐标值（m）检测点与隧道中心距离里程X(m)Y(m)H(m)测点至中心距离（m）初支后设计半径（m）差值右A114061.902 21505.726 -12.904 3.486 3.600 -0.114 YDK0+038右A214062.498 21502.235 -9.097 3.461 3.600 -0.139 右A314061.899 21505.681 -5.909 3.509 3.600 -0.091 右A414061.609 21509.355 -9.134 3.685 3.600 0.085 右B114057.957 21505.083 -12.919 3.493 3
2、.600 -0.107 YDK0+034右B214058.540 21501.478 -9.204 3.629 3.600 0.029 右B314058.008 21505.117 -5.936 3.490 3.600 -0.110 右B414057.476 21508.559 -9.093 3.475 3.600 -0.125 右C114054.019 21504.428 -12.927 3.493 3.600 -0.107 YDK0+030右C214054.625 21500.772 -9.337 3.701 3.600 0.101 右C314054.005 21504.505 -5.95
3、2 3.482 3.600 -0.118 右C414053.189 21507.803 -8.742 3.402 3.600 -0.198 右D114050.066 21503.745 -12.927 3.485 3.600 -0.115 YDK0+026右D214050.678 21500.079 -8.974 3.671 3.600 0.071 右D314050.117 21503.770 -5.960 3.482 3.600 -0.118 右D414049.720 21507.205 -8.527 3.603 3.600 0.003 左A114063.859 21490.723 -12.
4、965 3.547 3.600 -0.053 ZDK0+040左A314064.529 21487.103 -9.116 3.655 3.600 0.055 左A414063.854 21490.745 -5.884 3.534 3.600 -0.066 左A514063.442 21494.218 -9.058 3.491 3.600 -0.109 左B114059.843 21490.070 -12.998 3.572 3.600 -0.028 ZDK0+036左B314060.520 21486.443 -9.094 3.616 3.600 0.016 左B414059.879 2149
5、0.060 -5.907 3.519 3.600 -0.081 左B514059.591 21493.511 -8.425 3.610 3.600 0.010 左C114055.969 21489.422 -13.021 3.587 3.600 -0.013 ZDK0+032左C314056.725 21485.811 -8.832 3.628 3.600 0.028 左C414055.879 21489.422 -5.964 3.470 3.600 -0.130 左C514055.054 21492.759 -8.457 3.509 3.600 -0.091 左D114052.039 214
6、88.741 -12.971 3.529 3.600 -0.071 ZDK0+028左D314052.611 21485.122 -8.503 3.736 3.600 0.136 左D414051.979 21488.788 -5.925 3.518 3.600 -0.082 左D514051.263 21492.096 -8.589 3.465 3.600 -0.135 注：表中左右线底面高程为实测点高程，已调整5厘米，ZDK0+028，ZDK0+032不能满足二衬断面要求。隧道中心面高程为-9.414m，隧道向南上坡-2坡度。观测：复核：广东重工建设监理有限公司2009-4-20点号检测三
7、维坐标值（m）检测点与隧道中心距离里程X(m)Y(m)H(m)测点至中心距离（m）初支后设计半径（m）差值右A114061.902 21505.726 -12.904 3.486 3.600 -0.114 YDK0+038右A214062.498 21502.235 -9.097 3.461 3.600 -0.139 右A314061.899 21505.681 -5.909 3.509 3.600 -0.091 右A414061.609 21509.355 -9.134 3.685 3.600 0.085 右B114057.957 21505.083 -12.919 3.493 3.600
8、-0.107 YDK0+034右B214058.540 21501.478 -9.204 3.645 3.600 0.045 右B314058.008 21505.117 -5.936 3.490 3.600 -0.110 右B414057.476 21508.559 -9.093 3.459 3.600 -0.141 右C114054.019 21504.428 -12.927 3.494 3.600 -0.106 YDK0+030右C214054.625 21500.772 -9.337 3.734 3.600 0.134 右C314054.005 21504.505 -5.952 3.4
9、82 3.600 -0.118 右C414053.189 21507.803 -8.742 3.369 3.600 -0.231 右D114050.066 21503.745 -12.927 3.485 3.600 -0.115 YDK0+026右D214050.678 21500.079 -8.974 3.720 3.600 0.120 右D314050.117 21503.770 -5.960 3.482 3.600 -0.118 右D414049.720 21507.205 -8.527 3.555 3.600 -0.045 左A114063.859 21490.723 -12.965
10、3.547 3.600 -0.053 ZDK0+040左A314064.529 21487.103 -9.116 3.655 3.600 0.055 左A414063.854 21490.745 -5.884 3.534 3.600 -0.066 左A514063.442 21494.218 -9.058 3.491 3.600 -0.109 左B114059.843 21490.070 -12.998 3.572 3.600 -0.028 ZDK0+036左B314060.520 21486.443 -9.094 3.632 3.600 0.032 左B414059.879 21490.06
11、0 -5.907 3.519 3.600 -0.081 左B514059.591 21493.511 -8.425 3.594 3.600 -0.006 左C114055.969 21489.422 -13.021 3.587 3.600 -0.013 ZDK0+032左C314056.725 21485.811 -8.832 3.661 3.600 0.061 左C414055.879 21489.422 -5.964 3.470 3.600 -0.130 左C514055.054 21492.759 -8.457 3.477 3.600 -0.123 左D114052.039 21488.741 -12.971 3.529 3.600 -0.071 ZDK0+028左D314052.611 21485.122 -8.503 3.784 3.600 0.184 左D414051.979 21488.788 -5.925 3.517 3.600 -0.083 左D514051.263 21492.096 -8.589 3.416 3.600 -0.184 注：表中左右线底面高程为实测点高程，其中右线底板及侧面已做防水层，在计算侵限值没有减去防水层及防水层厚度。隧道中心面高程为-9.414m，隧道向南上坡-2坡度。观测：复核：广东重工建设监理有限公司2009-4-20
