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Long-term deformation monitoring method and device

A monitoring device and foundation pile technology, applied in image data processing, instruments, calculations, etc., can solve the problems of slow detection speed, high testing cost, affecting production, etc., and achieve the effect of easy operation

Inactive Publication Date: 2018-01-23
CHONGQING JIAOTONG UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

When the acoustic measurement method is used for detection, it is necessary to excavate the well logging with strict requirements and pre-buried the measurement pipe in advance. The flexibility is low, the detection speed is slow, and it is difficult to calibrate errors in long-term monitoring.
When the dynamic measurement method is used for detection, the installation of instruments and equipment is complicated, the maintenance cost is high, and some steps require manual operation, which has certain potential safety hazards
[0005] The traditional testing technology is difficult to adapt to the wharf structure, mainly because: the water level of the wharf changes frequently, and the equipment cannot be erected; the structure is soaked by the water level for a long time, and the traditional testing equipment cannot meet the durability requirements of long-term monitoring; the traditional testing needs to be loaded, which makes the wharf unable to work, affecting production and high testing costs; it is difficult to unify the requirements for measuring point layout and measurement accuracy of different components of multi-material large-scale structures
[0006] Most of the traditional testing techniques need to contact the pile foundation to be tested, which increases the difficulty of testing and makes the monitoring process more complicated and unstable
However, some non-contact traditional testing techniques are used, which are expensive, complicated steps, and have large errors.

Method used

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Examples

Experimental program
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Effect test

no. 1 example

[0033] Please refer to figure 2 , the present embodiment provides a long-term deformation monitoring method, which is applied to a long-term deformation monitoring device, and the method includes:

[0034] Step S200: acquiring an image of a pattern on the foundation pile for monitoring whether the foundation pile is deformed;

[0035]In this embodiment, the pattern for monitoring whether the foundation pile is deformed can be the existing natural texture on the surface of the foundation pile structure under test, or an artificial speckle pattern, wherein each point on the pattern is Can be thought of as a displacement tracking marker. In this embodiment, the current image of the foundation pile can be collected by the CCD camera, and the image can be transmitted to an image processing unit for image processing to perform subsequent analysis of the foundation pile image.

[0036] Step S210: Obtain the deformation state of the foundation pile based on the image.

[0037] For...

no. 2 example

[0067] Please refer to Figure 8 , the present embodiment provides a deformation long-term monitoring device 600, which includes:

[0068] An image acquisition module 610, configured to acquire an image of a pattern on the foundation pile for monitoring whether the foundation pile is deformed;

[0069] The deformation acquisition module 620 is configured to acquire the deformation state of the foundation pile based on the image.

[0070] Please refer to Figure 9 , in this embodiment, specifically, the deformation acquisition module 620 may include the following units:

[0071] A vector diagram acquiring unit 622, configured to acquire a deformed vector diagram of the foundation pile based on the image;

[0072] The deformation obtaining unit 624 is configured to obtain the deformation state of the foundation pile according to the deformation vector diagram.

no. 3 example

[0074] Please refer to Figure 10 , this embodiment provides a deformation long-term monitoring device 700, which includes a photographing component 710 and an image processing unit 720, and the photographing unit 710 is connected to the image processing unit 720. The photographing component 710 is configured to obtain an image of a pattern on the foundation pile for monitoring whether the foundation pile is deformed; the image processing unit 720 is configured to obtain the deformation state of the foundation pile based on the image.

[0075] In this embodiment, the photographing component 710 can be a CCD camera, and the photographing component 710 can be installed on the water surface or underwater, and can also be installed on a drone to photograph the pier foundation pile in the air.

[0076] In this embodiment, data transmission can be performed between the photographing unit 710 and the image processing unit 720, and the connection mode between the photographing unit 71...

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Abstract

The invention provides a long-term deformation monitoring method and device, which relates to the field of building structure. The long-term deformation monitoring method includes the following steps:obtaining an image of a pattern on a foundation pile used to monitor whether the foundation pile deforms; and obtaining the deformation state of the foundation pile based on the image. According to the long-term deformation monitoring method and device provided by the invention, a new economical, effective and simple-to-operate scheme is provided for multi-scale deformation monitoring of a complex port wharf structure. Based on the speckle monitoring and image processing technologies, the deformation state of a wharf foundation pile can be monitored for a long term in a non-contact manner. The defect that a wharf cannot work and production is affected due to the fact that loading is needed in the traditional test is overcome.

Description

technical field [0001] The invention relates to the field of building structures, in particular to a method and device for long-term monitoring of deformation. Background technique [0002] According to the current investigation and research results of my country's inland river wharves, it is found that hydraulic structures such as wharves will have different safety hazards when they are in use for more than ten years, and serious situations may cause loss of personnel and property. Most of the existing wharf structures adopt large-scale and long-span structures. At the same time, with the completion of the Three Gorges Reservoir area, the water level has further increased, and the water level drop can reach more than 30 meters. The underwater part of the wharf structure is more complicated. The built wharf is mostly used more than ten years. [0003] The safety performance detection of wharf structure, especially the long-term monitoring of foundation pile deformation is a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06T7/529G06T7/50G06T7/00
Inventor 汪承志李鹏飞张涛王多银刘鑫冯多颖
Owner CHONGQING JIAOTONG UNIVERSITY
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