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Bridge deformation monitoring method and device based on visual perception, and equipment

A visual perception, bridge technology, applied in the field of image processing, can solve problems such as failure, high cost, limited precision, etc., to achieve the effect of rich feature information, fast monitoring speed, and speed up

Inactive Publication Date: 2019-12-31
杭州鲁尔物联科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Contact measurement usually requires opening holes on the bridge for fixing, which will affect the stiffness and stress distribution of the bridge structure. Under the action of the bridge load, the durability of the equipment is poor, and it is easy to cause problems such as disconnection and failure
In terms of installation and maintenance, there are also certain difficulties
Although non-contact measurement methods such as total stations, GPS, and laser displacement meters can avoid damage to structures, such devices are often affected by the environment, cost high, and have limited accuracy.

Method used

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  • Bridge deformation monitoring method and device based on visual perception, and equipment
  • Bridge deformation monitoring method and device based on visual perception, and equipment
  • Bridge deformation monitoring method and device based on visual perception, and equipment

Examples

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Embodiment 1

[0027] figure 1 It is a flowchart of a method for monitoring bridge displacement based on visual perception provided by the first embodiment of the present invention. This embodiment is applicable to the monitoring of bridge displacement. The method can be executed by a bridge displacement monitoring device or system. The device can be implemented by software and hardware, such as figure 1 As shown, the method specifically includes the following steps:

[0028] Step 110: Obtain at least two initial images collected by the binocular camera.

[0029] Wherein, the at least two frames of initial images may be at least two consecutive initial images, and may be at least two frames of initial images at a specified interval. It can be two frames, three frames, four frames or more. Binocular camera refers to a camera that includes two lenses. Specifically, the binocular camera is an industrial camera including two lenses.

[0030] Optionally, the acquiring at least two initial images coll...

Embodiment 2

[0050] figure 2 This is a flowchart of a method for monitoring bridge displacement based on visual perception provided in the second embodiment of the present invention. This embodiment is a further refinement of the previous embodiment, such as figure 2 As shown, the method includes the following steps:

[0051] Step 210: Obtain at least two initial images collected by the binocular camera.

[0052] Step 220: Convert the at least two frames of initial images into at least two frames of integral images.

[0053] Step 230: Filter the at least two frames of integral images according to the box filter.

[0054] Step 240: Construct a filtered Hessian matrix of the at least two frames of integral images.

[0055] Step 250: Identify feature points of the at least two frames of integral images according to the discriminant of the Hessian matrix.

[0056] Specifically, the function of the integral image is I(x, y), and the box filter is represented by g(σ), where σ is a smoothness parameter, a...

Embodiment 3

[0090] image 3 This is a flowchart of a method for monitoring bridge displacement based on visual perception provided in the third embodiment of the present invention. This embodiment is a further refinement and supplement to the previous embodiment. The method provided in this embodiment further includes: The binocular correction algorithm of the binocular camera eliminates the distortion of the left initial image and the right initial image of the at least two frames of initial images; according to the polar constraint characteristics of the binocular camera, the left initial image and the right initial image Aligning in rows, so that the epipolar lines of the left initial image and the right initial image are on the same horizontal line; and according to the epipolar constraint characteristics of the binocular camera, the matched feature points that are not in the same row are eliminated.

[0091] Such as image 3 As shown, the method for monitoring bridge displacement provide...

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Abstract

The invention discloses a bridge displacement monitoring method based on visual perception. The bridge displacement monitoring method comprises the steps of obtaining at least two frames of initial images collected by a binocular camera; converting the at least two frames of initial images into at least two frames of integral images, wherein the gray value of the current pixel point in the integral image is determined according to the gray value of each pixel point in a set rectangular area of the initial image, and the set rectangular area is a rectangular area in which the original point ofthe initial image and the current pixel point are non-adjacent vertexes; detecting matched feature points in the at least two frames of integral images; and determining the displacement of the bridgeaccording to the matched feature points. According to the technical scheme, the images are converted into the integral images, and then the feature points of the integral images are monitored, and themonitoring steps are simplified, and the displacement of the bridge is determined according to the matched feature points in the two frames of images, and real-time and nondestructive monitoring of the displacement of the bridge is achieved, and the monitoring speed is high, and the monitoring method is wide in applicability and high in precision.

Description

Technical field [0001] The embodiments of the present invention relate to the field of image processing technology, and in particular to a method, device and equipment for monitoring bridge deformation based on visual perception. Background technique [0002] With the rapid development of the transportation industry, various types of infrastructure have experienced varying degrees of aging and disease. As an important part of the transportation infrastructure, the regular monitoring and maintenance of bridges has become increasingly important. Generally speaking, deflection is the most direct parameter that characterizes the performance of a bridge. Therefore, the monitoring of bridge deflection has become an important part of bridge operation, maintenance and safety assessment. [0003] At present, there are two main methods for measuring the displacement of highway bridges: one is to use contact monitoring equipment such as displacement meters, static level gauges, etc.; the othe...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06T7/00G06T7/73
CPCG06T7/0002G06T7/73
Inventor 陈宇轩何显银赵文一宋杰董梅胡辉
Owner 杭州鲁尔物联科技有限公司