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CIVIL ENGINEERING MEASURING METHOD ACCORDING TO THREE-DIMENSIONAL MEASURING SYSTEM

机译:三维测量系统的土木工程测量方法

摘要

PURPOSE:To obtain the space coordinates of each of measuring points and the distance between said points in a non-contact state by converting the horizontal and vertical angles obtained by simultaneously collimating the measuring point by two digital transits to the direction cosine of the straight line on a space to determine the straight line on the space. CONSTITUTION:The measuring point P arranged to a civil engineering structure is simultaneously collimated using two digital transits 1 and the optical axes of respective telescopes are regarded as the straight lines on a space. The straight lines l1, l2 passing the points P1, P2 where the transits 1 are arranged can be specified as the straight lines on the space if a direction cosine is clear. The measured values of horizontal and vertical angles at that time are outputted as digital signals from the transits 1 to be read in a personal computer 3 brought to an on-line system and the space coordinates of the intersecting point being the common point of both straight lines l1, l2 are calculated. After the determination of the coordinates, the personal computer 3 calculates the distance between the measuring points.
机译:目的:通过转换水平和垂直角度来获得每个测量点在非接触状态下的空间坐标以及所述点之间的距离,该水平和垂直角度是通过将两个数字转换同时准直测量点到直线的余弦方向而获得的在空间上确定空间上的直线。组成:布置在土木工程结构上的测量点P可以通过两个数字转接器1进行准直,相应望远镜的光轴被视为空间上的直线。如果余弦方向清楚,则可以将经过点P1,P2的直线l1,l2指定为空间上的直线,其中,直线P1,P2上布置了转折点1。当时的水平和垂直角度的测量值作为数字信号从公交车1输出,并在进入在线系统的个人计算机3中读取,并且相交点的空间坐标是两个直线的共同点计算线l1,l2。在确定坐标之后,个人计算机3计算测量点之间的距离。

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