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Method for dynamically monitoring vertical displacement of building

A vertical displacement and dynamic monitoring technology, which is applied in measuring devices, surveying and navigation, height/horizontal measurement, etc., can solve the problems of complex use, high requirements, and small application range, so as to reduce measurement errors and improve accuracy degree, a wide range of effects

Active Publication Date: 2013-11-13
ARCHITECTURAL DESIGN & RES INST OF SOUTH CHINA UNIV OF TECH
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Problems solved by technology

However, for actual buildings, such as indoor gymnasiums or exhibition halls, when the bottom surface is used as a reference point, it must be ensured that the bottom surface is not in use, which affects the use of the building and fails to achieve the purpose of dynamically monitoring the vertical displacement of the building , so this method requires high conditions, has certain limitations, has a small scope of application and is more complicated to use

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  • Method for dynamically monitoring vertical displacement of building
  • Method for dynamically monitoring vertical displacement of building
  • Method for dynamically monitoring vertical displacement of building

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Embodiment Construction

[0032] like figure 2 , 3 , 4, a kind of method for dynamic monitoring building vertical displacement, comprises the steps of following sequence, as image 3 :

[0033] (1) Determine the dividing line f between low-frequency displacement and dynamic displacement according to the lowest response frequency of the vertical acceleration sensor d , frequency less than or equal to f d is the low frequency displacement, the frequency is greater than f d is the dynamic displacement;

[0034] (2) Measure low-frequency displacement and static displacement. Because the frequency of static displacement is very small and the displacement changes slowly, static displacement and low-frequency displacement can be measured simultaneously by the same method:

[0035] a. Connect each measuring point A with a water pipe 1 、A 2 ,...A i ...A n connected and extended to reference point A 0 , at each measuring point A 1 、A 2 ,...A i ...A n and reference point A 0 Install a liquid press...

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Abstract

The invention provides a method for dynamically monitoring a vertical displacement of a building. The method comprises the following steps: determining a boundary fd of a low-frequency displacement and a dynamic displacement according to the lowest response frequency of a vertical acceleration sensor, the frequency smaller than or equal to fd as the low-frequency displacement, and the frequency greater than fd as the dynamic displacement; obtaining the displacement of a measurement point relative to a reference point by a liquid pressure difference measured by a liquid pressure sensor, and measuring a static displacement and the low-frequency displacement after low-pass filtering; obtaining a displacement spectrum from the acceleration measured by the acceleration sensor after fourier transform and high-pass filtering according to the relation between the acceleration spectrum and the displacement spectrum; finally obtaining the dynamic displacement by inverse fourier transform; and adding the static displacement, the low-frequency displacement and the dynamic displacement to obtain the vertical displacement. By adopting the method provided by the invention, the static displacement, the low-frequency displacement and the dynamic displacement are respectively measured by adopting two different methods; an error is effectively reduced; meanwhile, the method is fewer in demands on the field, wide in application range and convenient to use.

Description

technical field [0001] The invention relates to the field of structural safety monitoring, in particular to a method for dynamically monitoring the vertical displacement of a building. Background technique [0002] Dynamic monitoring of vertical displacement of long-span building structures is one of the important contents of structural safety monitoring. like figure 1 For the large-span building structure shown, if several points A of the structure can be measured in real time 1 、A 2 ,...A i ...A n The vertical displacement of the structure can be deduced to infer the stress state of the structure, and then judge whether the structure is safe. [0003] To monitor A i The vertical displacement of the point can be measured A i The distance from the point to the bottom. Since the vertical displacement of the bottom surface is negligible, A i The change in distance from the point to the ground reflects the A i The vertical displacement of the point. However, for actu...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01C5/00G01C5/04
Inventor 舒宣武
Owner ARCHITECTURAL DESIGN & RES INST OF SOUTH CHINA UNIV OF TECH
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