Displacement monitoring system and method

Abstract

The invention discloses a displacement monitoring system and a method. The system comprises a wireless beacon module, a signal receiving module and a signal processing module, wherein the wireless beacon module comprises N wireless beacons, is fixed to a structure to be measured and emits wireless signals; the signal receiving module comprises M receiving antennas, are used for receiving the wireless signals and converts the signals into digital signals, wherein the N is greater than or equal to 1 and the M is greater than or equal to 2; the signal processing module receives the digital signals and decomposes the signals of the different wireless beacons, carries out code phase demodulation and carrier wave phase demodulation processing respectively and finally integrally receives a code phase demodulation result and a carrier wave phase demodulation result of the signals between each two antennas so as to acquire a displacement monitoring result. By using the system and the method in the invention, millimeter precision displacement monitoring can be realized; the system structure is simple, time synchronization is not needed, laying is convenient and cost is low; and there is no significant change along with increase of the number of nodes.

Description

technical field [0001] The invention relates to a radio positioning engineering measurement sensor network, in particular to a high-precision displacement monitoring system. Background technique [0002] Displacement monitoring is widely used in structural health monitoring, including artificial structures such as bridges and dams and natural structures such as mountains and glaciers. The monitoring method is to measure the displacement of key points of the structure over time and changes in the external environment to achieve quality control of the measured structure. The purpose of evaluation, security warning, etc. [0003] Total Station (TotalStation) is an opto-mechanical integrated instrument commonly used in modern surveying and mapping. Its working principle is to use high-precision photoelectric ranging and electronic theodolite to realize direction finding and ranging of remote control points. Laser is very suitable for distance measurement due to its good directi...

AI Technical Summary

Problems solved by technology

However, the problem also exists in some scenarios in practical applications

The realization of laser scanning mostly adopts mechanical point-by-point scanning. Although it is generally carried out in an automated way, the speed of comprehensive scanning of the monitored structure is relatively slow; and the unit price of the instrument is high, and it is difficult to use it for long-term monitoring.

The massive data obtained by 3D laser scanning requires a lot of computing and processing to extract the characteristic parameters of the monitored structure, and then realize monitoring, so there is a big difference from the existing deformation monitoring mode based on monitoring points

GNSS technology used in deformation monitoring has the following disadvantages: GNSS receivers in alpine valleys, underground, densely built areas and deep forests, due to satellite signals being blocked and affected by multipath effects, the monitoring accuracy and reliability are not high Or it cannot be monitored; when GNSS is used for dynamic deformation monitoring, since the accuracy of GNSS dynamic measurement can only reach the centimeter level, it is difficult to extract weak deformation information from the observation data; the cost of high-precision GNSS receiving equipment is relatively high, and generally more than 3 sets are required GNSS receivers work together; there are many sources of GNSS errors. Compared with traditional geodetic surveying methods, the functional relationship between GNSS positioning results and observation values ​​is complex. If any link in the data processing process is not properly handled, it will affect the final monitoring accuracy; GNSS adopts the satellite "broadcasting" working mode. In displacement monitoring, a large number of positioning results still need communication links to return data, which complicates system design.

[0010] The automatic measu

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