A method for engineering construction deformation monitoring based on free station reduction algorithm
A technology for engineering construction and deformation monitoring, applied in measuring instruments, measuring devices, surveying and navigation, etc., can solve problems such as inability to monitor, improve monitoring efficiency and cost, and reduce the difficulty of monitoring operations
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Embodiment 1
[0092] right figure 1 Monitor the construction area shown in , where the dotted line is the largest circumscribing rectangle of the monitoring area, and the internal irregular part of the dotted line is the actual construction area.
[0093] (1) Set up monitoring points inside the construction area, and then build observation piers. Among them, D1, D4, D5, and D9 are known stations, that is, the points where the observation piers are forced to be centered. D2, D3, D6, D7, and D8 within the dotted line range are known stations, and P is a free station.
[0094] (2) Monitor at the mandatory center point on the observation pier of any known site, and obtain the monitoring data of each known site and monitoring point in the standard coordinate system of the total station; the first known site monitoring The data is shown in the table below:
[0095]
[0096] (3) Arrange the total station on the free site, monitor the known sites and monitoring points through the total statio...
Embodiment 2
[0110] The monitoring of the engineering construction site is a long-term work, and each monitoring process needs to monitor the known sites, and use the monitoring data as the key data for conversion. However, it is known that the site is set on the observation pier, and the observation pier will not be displaced or deformed theoretically, but due to the influence of various factors such as the actual terrain, the observation pier may be deformed. Therefore, the present invention also includes the step of verification, that is, the data obtained by each detection will be evaluated for monitoring accuracy. If the accuracy is within the preset range, it means that the observation pier is not deformed, and it can be used as a Helmer. Parameters for special conversion.
[0111] Also include in the step (4) of the present invention the error evaluation to the i+1 free station monitoring data, the method for error evaluation is:
[0112] a1. Obtain the system parameters of the cur...
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