Building blasting vibration damage evaluation method based on high-speed photogrammetry

A blasting vibration and high-speed photography technology, applied in blasting, measuring devices, optical instrument testing, etc., can solve problems such as vibration characteristics and pressure concentration that are not considered, and achieve the effect of avoiding subjectivity, accurate evaluation, and broad application prospects.

Active Publication Date: 2019-03-15
WUHAN UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, this damage evaluation method does not take into account the vibration characteristics of special local parts such as beams, slabs, columns, doors, windows, and wall corners. Cracks will appear first, obviously the traditional method cannot respond to the damage in time

Method used

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  • Building blasting vibration damage evaluation method based on high-speed photogrammetry
  • Building blasting vibration damage evaluation method based on high-speed photogrammetry
  • Building blasting vibration damage evaluation method based on high-speed photogrammetry

Examples

Experimental program
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Effect test

Embodiment 1

[0020] In this embodiment one, if figure 1 As shown, a two-story building is taken as an example to evaluate blasting vibration damage, which includes the following steps:

[0021] Step 1. First arrange a number of high-speed cameras at suitable positions around the building to take pictures of the whole building, and arrange vibration sensors on the floor and beams of the building, and then connect each instrument through a synchronizer, and carry out data synchronization at the same time. collection.

[0022] Step 2. Obtain the vibration curves of various parts of the building based on the collected data, obtain the distribution of the local vibration amplification index for special parts of the structure, determine the weak parts of the structure accordingly, and select a mark point on it, and for the overall A number of marker points are also selected for structural parts; high-speed cameras are used to focus on tracking and shooting of all marker points to obtain vibrati...

Embodiment 2

[0035] In the second example, if figure 2 The three-storey steel truss factory building on a construction site is shown as an example for blasting vibration damage assessment, which includes the following steps:

[0036] Step 1. First, arrange a number of high-speed cameras at suitable locations around the factory building to capture the entire factory building. Assuming that the four sides of the factory building are the same, only select the front of the factory building for data collection, and arrange vibration on the floor and beams of the building. Sensors, and then connect the instruments through the synchronizer, and collect data at the same time.

[0037] Step 2. Obtain the vibration curves of various parts of the plant based on the collected data, and obtain the distribution of the local vibration amplification index of the building for a special part of the structure. As for the truss factory building, even when there are serious cracks in the wall, the service li...

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Abstract

The invention provides a building blasting vibration damage evaluation method based on high-speed photogrammetry. The method comprises the following steps that S1, a high-speed photography instrumentis arranged to shoot each part of a building, vibration sensors are arranged in the positions which cannot be shot, and meanwhile vibration data acquisition is carried out; S2, fragile or defective parts of the building structure are determined based on the vibration data, a mark point is selected at each of the fragile or defective parts, moreover, a plurality of mark points are correspondingly selected at all integral structure parts of the building, and then key tracking and shooting are carried out on all the mark points; S3, the vibration frequency of each vibration sensor arrangement position and the vibration frequency of each mark point in the building are obtained through calculation; S4, characteristic values of all the integral structure parts as the characteristic vibration frequencies of the structure; S5, each characteristic vibration frequency and the vibration frequency of each fragile or defective part are correspondingly multiplied by the corresponding proportion coefficients, and then summing is carried out to obtain the effective vibration frequency; and S6, vibration damage evaluation is carried out by utilizing the effective vibration frequency.

Description

technical field [0001] The invention belongs to the technical field of structural service state and damage non-destructive detection, and in particular relates to a method for evaluating building blasting vibration damage based on high-speed photogrammetry. Background technique [0002] Blasting construction is a common construction method, which has the advantages of practicality, high efficiency, simple operation, and economic benefits. In the process of rock blasting, in addition to breaking and throwing the rocks adjacent to the blast hole, a large part of the energy of the explosion will be transmitted to the surroundings in the form of seismic waves, which will cause the vibration of the buildings in the vicinity of the blasting, and the long-term vibration will cause structural damage to the buildings. The accumulation of long-term structural damage can cause catastrophic structural failure or make it lose its function. [0003] In order to prolong the service life o...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): F42D1/00G01M11/08
Inventor 严鹏熊勇管志强卢文波张中雷沙广王林桂朱敏杰徐雪原
Owner WUHAN UNIV
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