摘要
以摄乐桥钢塔拼装测量为例,介绍了用一个公共转化点和一个方向点,利用一点一方向结合双边单角后方交会的方法,在钢塔节段上建立一个微型控制网,通过公共转化点将微型控制网点的测量坐标转换为塔上设计坐标,在钢塔节段拼装时,通过三维坐标法测量节段上微型控制网点,指挥吊机将钢塔节段移动到设计位置。
Based on the assembly measurement of steel tower of Shele bridge,we introduced a method that using a common conversion point and a direction point to establish a micro control network on the steel tower segment by means of the one-to-one direction combined with the bilateral single-angle resection.And then,we converted the measurement coordinates of the micro control points into the design coordinates on the tower through the common conversion point.When the steel tower segments were assembled,the micro control points on the segments were measured by the 3D coordinate method,and the crane was commanded to move the steel tower segments to the design position.
出处
《地理空间信息》
2021年第2期71-73,102,I0006,共5页
Geospatial Information
关键词
双边单角后方交
公共转化点
微型控制网
一点一方向
三维坐标法
bilateral single-angle resection
common conversion point
micro control network
one-to-one direction
3D coordinate method