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Method for measuring hidden point position coordinates by utilizing total-station instrument

A hidden point, total station technology, applied in the direction of measuring devices, measuring instruments, instruments, etc., can solve problems such as difficulty in implementation, and achieve the effects of simple operation, low cost, and wide applicability

Inactive Publication Date: 2012-07-18
XIAN UNIV OF SCI & TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, in fact, this condition is not easy to realize when measuring in forests or urban buildings. In total station measurement, hidden points (unreachable viewpoints) are often encountered. These points are generally located at the L-shaped corners of high-rise buildings, Lush vegetation etc.

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  • Method for measuring hidden point position coordinates by utilizing total-station instrument
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  • Method for measuring hidden point position coordinates by utilizing total-station instrument

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Embodiment Construction

[0048] In the present invention, the hidden point is set as point O, the measurement point (view point) is point A and point B, and the coordinate of point O is (X O , Y O ,Z O ), the coordinates of point A are (X A , Y A ,Z A ), the coordinates of point B are (X B , Y B ,Z B ), where the coordinates of measurement points A and B are known, and the coordinates of O are unknown. In the present invention, the auxiliary measuring device is used to place the O point in the local coordinate system established by the A and B points, and the coordinates of the O point in the local coordinate system can be quickly determined. The parameters of the local coordinate system established by point B are known, so the coordinates of point O are solved.

[0049] The method for measuring the coordinates of hidden points by using a total station of the present invention specifically includes the following steps:

[0050] 1. Make auxiliary measuring device

[0051] like figure 1 As sh...

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Abstract

The invention discloses a method for measuring hidden point position coordinates by utilizing a total-station instrument, comprising the following steps of: mounting an auxiliary measuring device, erecting the total-station instrument on a working point station, and measuring to obtain coordinates of points A and B; recording information; calculating an azimuth angle of AB, namely alphaAB; calculating the azimuth angle of AO', namely alphaAO'; solving the coordinates of a hidden point; calculating according to a distance between two points A and O', namely SAO', and the azimuth angle alphaAO'of AO' to obtain coordinate increment; solving the coordinates of the hidden point O at a projective point O' in the horizontal plane; and obtaining the coordinates of the hidden point O according toa projection relation formula. According to the method disclosed by the invention, a local polar coordinate system is built near an impassable viewpoint, parameters of the local polar coordinate system are acquired by measurement by establishing a calculation relationship between the impassable viewpoint and a measuring point in the total-station instrument measurement, and polar coordinates of the impassable viewpoint in the local polar coordinate system are measured, thus impassable view point position coordinates are rapidly determined.

Description

technical field [0001] The invention belongs to the field of engineering surveying, in particular to a method for measuring the coordinates of a point position of a blind point by using a total station. Background technique [0002] Total station, namely Electronic Total Station, is a high-tech measuring instrument integrating light, machine and electricity. ), height difference measurement function in one surveying and mapping instrument system. It is called a total station because it can complete all the measurement work on the station once the instrument is installed. [0003] The mathematical basis for measuring coordinates of the total station is: by assuming the station of the instrument and the orientation point of the backsight orientation, a station coordinate system centered on the station is established, and at the same time, by measuring the position of the foresight point in the station coordinate system parameters, the coordinates XYZ of the foresight point c...

Claims

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Application Information

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IPC IPC(8): G01C15/00
Inventor 龚云
Owner XIAN UNIV OF SCI & TECH