Method and system for detecting linearity and rigidity of bridges and tunnels on basis of fiber-optic gyroscope technology

A fiber optic gyroscope and detection method technology, which is applied to the testing of machine/structural components, measurement devices, and optical devices, etc., can solve the problems of difficult monitoring scale, complicated measurement point burial, lack of position correction algorithm and local filtering algorithm, etc. , to achieve the effect of improving the accuracy

Active Publication Date: 2014-08-13
WUHAN UNIV OF TECH
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Problems solved by technology

For the above-mentioned tunnel deformation test content, at present, it mainly relies on steel rulers, convergence gauges, level gauges or total stations, and single-point or multi-point displacement gauges. These methods have several common defects: the embedding of measuring points is complicated, and the degree of automation is not high. High, it is difficult to expand the monitoring scale with high cost performance, the representativeness of the measuring point layout is not strong, the data is scattered, and there is a lack of unified and rapid detection methods for the tunnel cross-section and the continuous deformation trajectory along the tunnel, and it is impossible to grasp the overall deformation state of the tunnel
[0004] The fiber optic gyroscope technology is applied to the continuous and rapid detection of the alignment and stiffness of bridges and tunnels, which can make up for the strong discreteness of the measurement points of various existing measurement methods, and the inability to detect the alignment distortion points caused by local damage based on the continuous deformation trajectory. The high cost of GPS testing, Insufficient accuracy for testing small bridges, the level or total station is only suitable for the tunnel entrance section, the convergence gauge cannot be used during the tunnel operation period, the installation of the displacement gauge requires drilling, and the on-site implementation of the China Unicom pipeline shape monitoring system requires power supply, etc.
[0005] Chinese patent applications 02147772.8 and 201010117675.6 both involve a measurement method that uses a fiber optic gyroscope to measure deformation, but lacks a position correction algorithm and a local filtering algorithm, the measurement results are prone to divergence and drift, and it is impossible to measure the overall deformation of the structure and the local deformation of the structure surface. analyze
[0006] Chinese patent 20101017391.8 proposes a device for measuring inclination that integrates a fiber optic gyroscope and an accelerometer, but this device cannot provide a specific line shape, let alone analyze and correct the measured inclination, and cannot obtain accurate deformation of the measured object quantity
Since the tester described in this patent only measures the running trajectory, and does not perform data processing in line with specific structural analysis for the measured trajectory, it cannot provide effective and accurate measurement of the surface structure of bridges or tunnels. Linear data for stiffness analysis of

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  • Method and system for detecting linearity and rigidity of bridges and tunnels on basis of fiber-optic gyroscope technology

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0063] Linear measurements on bridge surfaces:

[0064] see Figure 7 , the alignment detection walking device 10 is attached to the bridge alignment test area 54 to walk, and selects reference points 55 that can be regarded as fixed along the line, such as bridge piers, and measurement reference points 52 at both ends of the bridge for error correction. When the linear detection walking device 10 is tested each time, a known fixed reference point 52 is fixed at one end to ensure that each phase of the test has the same measurement starting point. get as Figure 6 The original linear measurement curve 41, when the linear detection walking device passes the fixed reference point 52 on the other side and the fixed reference point 55 along the way, since the coordinate information of such points is known, it can be used as the boundary of the continuous linear trajectory data Constraint conditions, use the aforementioned algorithm (2) to reversely correct and segmentally calcul...

Embodiment 2

[0066] Linear measurement along the tunnel direction and cross-section in the tunnel:

[0067] See respectively Figure 8 and Figure 9, for the alignment test of the tunnel driving direction, the external reference point 61 of the tunnel entrance is used as the measurement starting point, and the fixed reference point 61 is passed through the alignment detection along the tunnel direction to ensure that each phase of the test has the same measurement starting point. The linear test area 64 along the tunnel is tested, and the raw data of the gyroscope is processed by algorithm (1) and then the original trajectory algorithm is used to obtain the following: Figure 6 The original alignment measurement curve 41, the reference point 62 of the area with better surrounding rock conditions passed by the alignment detection walking device and the fixed reference point 61 outside the tunnel on the other side can be used as the boundary of the continuous alignment trajectory data becau...

Embodiment 3

[0069] Linear measurement of mine tanks or elevator shafts:

[0070] The rigid tank of the mine tank is generally installed directly on the underground rock, which is easily affected by the underground geological structure and causes a jamming accident. By adopting the device of the invention, the linear curve of the tank can be regularly detected, and the reliability of safe operation of the current tank can be evaluated. For its implementation see Figure 10 , the test integration device 31 is installed in the cage lifting container 85 , and the linear speed sensor 12 is installed on the roller tank ears 83 . In this example, the gyroscope in the test integration device 31 may be a three-axis gyroscope. During the test, the lifting container 85 carries the test integration device 31 attached to the rigid tank 84 and advances along the lifting direction 86 . Use the algorithm (1) to process the raw data of the gyroscope, and then use the aforementioned original trajectory ...

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Abstract

A detection method and system for alignment and stiffness of bridges and tunnels based on fiber optic gyroscope technology. In this method, the linear detection walking device moves along the inner surface of the bridge or tunnel structure under test, and the data measured by the fiber optic gyroscope and the linear velocity sensor are processed by algorithm, and the motion track of the device is calculated according to the formula, that is, the gravity of the bridge structure under test Direction and continuous deformation trajectory of tunnel strike or cross-section circumferential direction. Based on the data stability judgment and outlier elimination algorithm, the reverse correction algorithm of the position information of the reference point and the reference point, and the filtering algorithm of the overall large deformation of the structure and the local small deformation of the surface, the data is corrected and calculated to obtain the local minimum of the stiffness analysis of bridges and tunnels. Deformation culling curves. This method is used to detect the local damage of bridges and tunnel structures, and the global deformation trajectory detection of bridge vertical, tunnel direction and multi-cross sections. Compared with traditional bridge and tunnel alignment detection, this method has shorter test period, high operability, low cost, high precision and high data consistency.

Description

technical field [0001] The invention relates to a detection method and equipment for structural alignment and stiffness testing of bridges and tunnels, in particular to a bridge and tunnel alignment and stiffness detection method and system based on fiber optic gyroscope technology. It is suitable for the detection of structural alignment and stiffness testing of bridges such as cable-stayed bridges, suspension bridges, continuous girder bridges, continuous rigid-frame bridges, arch bridges, expressway road network bridges, road tunnels, and railway tunnels. Background technique [0002] The stress, cracks, prestress loss, material degradation, and stiffness degradation of the bridge structure all cause changes in the alignment. The safety and stability of the tunnel structure is closely related to the deformation and stress state of the support structure and the surrounding rock mass. Before the various failure forms of the support structure and the surrounding rock mass oc...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01B11/16G01M99/00
Inventor 姜德生王立新胡文彬李盛刘芳杨燕高雪清
Owner WUHAN UNIV OF TECH
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