Underground abnormal body detection method

A detection method and anomalous body technology, applied in geophysical surveys, seismology, surveying devices, etc., can solve the problems of interference of survey results, influence of building construction, small amount of collected data, etc., and achieve strong surface adaptability and wide frequency range. , the effect of high detection accuracy

Pending Publication Date: 2021-12-07
刘俊伟
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Old buildings, especially those with a long history, are prone to breakage of the pile foundation due to foundation settlement, groundwater corrosion, and construction disturbance in adjacent areas. After demolition, there are still undiscovered deep-buried residual broken piles in the foundation soil and old piles, which have a serious impact on subsequent construction
[0003] At present, the geophysical prospecting methods for the detection of the above-mentioned underground anomalies are seldom used. It is difficult to ensure the accuracy of the detection of deep-buried fractures in old buildings, abandoned pile foundations or residual anchor rods and structural supports in foundation pit engineering by using conventional ground geophysical prospecting techniques.
Conventional geophysical prospecting technologies on the ground mainly include noble high-density electrical method, geological radar, resistivity method, and frequency conversion method. Anomalies in the Foundation
The conventional high-density resistivity method only measures one device, and its acquisition method is backward, the amount of data collected is small, and the work efficiency is low; the detection depth of ground radar is limited, and it is strongly disturbed by the urban environment. It is difficult to meet the requirements of actual exploration when dealing with complex geological problems. Requirements: Resistivity method is not sensitive enough to small anomalies, data analysis is relatively complicated, there are large errors, and it cannot accurately reflect the resistivity of geological bodies, and the measurement results are greatly affected by surface conditions and climate factors , causing great interference in the measurement results; the frequency conversion method is one frequency, one frequency measurement, not only the work efficiency is low, but also due to the uncertainty of external interference, it is difficult to improve the measurement accuracy, especially in the measurement frequency When similar, the error is larger

Method used

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Examples

Experimental program
Comparison scheme
Effect test

example 1

[0061] Such as image 3 Shown is a circular underground anomaly structure model, the background velocity is 3000m / s, the anomalous structure velocity is 340m / s, the diameter is 10m, the main frequency of the source is 60hz, and the effective frequency band is 5-150Hz.

[0062] (1) Determine the excitation point at the middle of the model surface, and determine the receiving point at 20cm on both sides of the excitation point;

[0063] (2) Vibration is carried out at the excitation point, and the reflection signal of the underground abnormal body structure is received at the receiving point;

[0064] (3) if Figure 4 As shown, the reflection signal of the underground anomalous body structure received by the receiving point is converted into a frequency spectrum by Fourier transform;

[0065] (4) pass Figure 4 It can be seen from the frequency spectrum of the underground anomalous structure that there is an obvious fluctuation peak point f 1 , f 2 , f 3 , f 4 , f 5 , f ...

example 2

[0069] In order to increase the complexity, a layered interface is added on the basis of the underground anomalous body structure model in Example 1, and it is observed whether the resonance frequency is still obvious in this case, and other conditions are not changed, such as Figure 5 Shown is a model of a subsurface anomaly structure with layered interfaces.

[0070] Repeat step (1)-step (3) of example one, detect the frequency spectrum of this model, see Figure 6 . It can be found that the frequency doubling phenomenon still exists. Therefore, in the presence of simple reflective interfaces, the resonant frequency can still be seen. The next size and length detection steps are the same as those in Example 1, and will not be repeated here.

example 3

[0072] In order to test that other graphic structures can also be detected normally, such as Figure 7 As shown in , a square underground anomalous structure model is set up, and the heights h are 5m and 10m respectively. The excitation and receiving conditions are the same as those in Example 1.

[0073] Also repeat steps (1)-step (3) to detect h 2 = Frequency spectrum of the 5m model, see Figure 8 . It can be seen that at the midpoint f of the frequency spectrum 1 =31Hz,f 2 =62Hz, f 3 = 91.5Hz appears similar frequency doubling phenomenon as example 1 and example 2, take the resonant frequency F n2 =31Hz, substituting into the length calculation formula to get h' 2 =5.48m.

[0074] See Figure 9 for h 3 = The frequency spectrum of the 10m model, it can be seen that at the midpoint f of the frequency spectrum 1 =16Hz, f 2 =31Hz,f 3 = 46.5Hz, f 4 = 64.5Hz appears a similar frequency doubling phenomenon as in Example 1 and Example 2, take the resonant frequency F...

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Abstract

The invention discloses an underground anomalous body detection method. The method comprises the following steps of setting an excitation point and a receiving point in a determined work area range, correspondingly arranging an excitation device and a detector, carrying out excitation at the excitation point, receiving an anomalous body reflection signal by the detector, converting the reflection signal, extracting a resonant frequency and analyzing the size of an underground anomalous body structure. and the stratum position where the underground abnormal body structure is located being further determined by combining with frequency forward modeling so that residual waste structures can be cleared away before construction. The method is advantaged in that the detection process is cost-saving, simple and convenient, single-point observation is achieved, earth surface adaptability is high, the low-frequency exploration penetrability is high, the number of shielding layers is small, detection precision is high, the result is visual, defects of an existing underground anomalous body structure detection method are overcome, and the method has higher actual popularization and application value.

Description

technical field [0001] The invention belongs to the field of underground abnormal body detection, and in particular relates to a detection method for the position and size of abandoned anchor rods, broken piles, structural supports and the like remaining in the foundation before building construction. Background technique [0002] With the development of my country's economy and the continuous advancement of urbanization, the scale of demolition of old buildings and the construction of new buildings has continued to expand, and the volume of foundations has increased accordingly. Nowadays, there are many old buildings in almost every city without pile foundation data such as pile foundation embedment depth and pile foundation type. Old buildings may adopt expanded foundation (strip, box foundation) or pile foundation ( prefabricated piles). Old buildings, especially those with a long history, are prone to breakage of the pile foundation due to foundation settlement, groundw...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01V1/30G01V1/18
CPCG01V1/307G01V1/181G01V2210/60
Inventor 霍守东刘俊伟孙凯悦吕伟周旭晖舒国旭曹健
Owner 刘俊伟
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