WO2014050619A1 - 欠陥分析装置、欠陥分析方法及びプログラム - Google Patents
欠陥分析装置、欠陥分析方法及びプログラム Download PDFInfo
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- WO2014050619A1 WO2014050619A1 PCT/JP2013/074927 JP2013074927W WO2014050619A1 WO 2014050619 A1 WO2014050619 A1 WO 2014050619A1 JP 2013074927 W JP2013074927 W JP 2013074927W WO 2014050619 A1 WO2014050619 A1 WO 2014050619A1
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- Prior art keywords
- pipe
- vibration
- defect
- signal processing
- defect analysis
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
- G01M5/0025—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings of elongated objects, e.g. pipes, masts, towers or railways
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F17—STORING OR DISTRIBUTING GASES OR LIQUIDS
- F17D—PIPE-LINE SYSTEMS; PIPE-LINES
- F17D5/00—Protection or supervision of installations
- F17D5/02—Preventing, monitoring, or locating loss
- F17D5/06—Preventing, monitoring, or locating loss using electric or acoustic means
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M3/00—Investigating fluid-tightness of structures
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M3/00—Investigating fluid-tightness of structures
- G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
- G01M3/04—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point
- G01M3/24—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using infrasonic, sonic, or ultrasonic vibrations
- G01M3/243—Investigating fluid-tightness of structures by using fluid or vacuum by detecting the presence of fluid at the leakage point using infrasonic, sonic, or ultrasonic vibrations for pipes
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
- G01M5/0033—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining damage, crack or wear
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M7/00—Vibration-testing of structures; Shock-testing of structures
- G01M7/02—Vibration-testing by means of a shake table
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/04—Analysing solids
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/22—Details, e.g. general constructional or apparatus details
- G01N29/28—Details, e.g. general constructional or apparatus details providing acoustic coupling, e.g. water
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N29/00—Investigating or analysing materials by the use of ultrasonic, sonic or infrasonic waves; Visualisation of the interior of objects by transmitting ultrasonic or sonic waves through the object
- G01N29/34—Generating the ultrasonic, sonic or infrasonic waves, e.g. electronic circuits specially adapted therefor
- G01N29/341—Generating the ultrasonic, sonic or infrasonic waves, e.g. electronic circuits specially adapted therefor with time characteristics
Definitions
- the present invention relates to a defect analysis apparatus, a defect analysis method, and a program.
- the position is specified by an auditory sensory test of a specialized inspector.
- Patent Document 1 discloses a vibration detection device having a pickup with a built-in piezoelectric element, a voltage amplifier that amplifies an output signal, and a detection device body that includes a plurality of types of noise removal means for removing noise from the output signal, and headphones. And a leak detection device constituted by:
- Patent Document 2 discloses a video observation device for observing an image of a leaked fluid, an acoustic measurement device for measuring the sound of the leaked fluid, and a feature amount for extracting a feature amount of the leaked fluid from outputs of the video observation device and the acoustic measurement device.
- the amount of leakage to find the amount of leakage by searching the database about the amount of leakage created for each fluid quantity, temperature, phase state, leaked area, shape, etc., using the extraction device and one or more extracted features
- a leak amount measuring device including a search device is disclosed.
- Patent Document 3 a water pipe and water in the water pipe are sonically excited by a sound source installed on a branch pipe that is branched from a water pipe buried in the ground and exposed to the ground. Leakage that detects the sound wave by detecting the sound wave by the receiver, processing the signal of the sound wave in synchronization with the excitation signal of the sound wave sound source, and detecting the leakage based on the detection level of the detection signal changing depending on the presence or absence of water leakage A detection method is disclosed.
- the present inventors can specify not only the presence or absence of defects in the piping and the position of the defects, but also the degree of defects with high accuracy, it is possible to appropriately grasp the urgency of repair work for each defect, We thought that the inconvenience leading to a serious accident could be reduced by taking a predetermined response before the accident.
- Patent Documents 1 and 3 are techniques for specifying the presence / absence and location of fluid leakage, and are not configured to specify the degree of defects.
- Patent Document 2 measures the sound and video of the leaked fluid and specifies the leak amount using the feature amount.
- the accuracy of data such as the sound of the leaked fluid to be measured is specified.
- the accuracy of the leakage amount specified based on the data becomes insufficient. For example, when there is a disturbance such as traffic noise during the inspection and the sound produced by water leakage is similar to the frequency component, it becomes difficult to determine the amount of leakage.
- This invention makes it a subject to provide the technique which pinpoints the grade of the defect of piping with high precision.
- Vibration means for applying vibrations having a plurality of frequencies to at least one of the fluid flowing in the pipe and the pipe;
- First detection means for detecting vibration applied by the vibration means;
- a signal processing means for extracting a feature value from the vibration waveform acquired by the first detection means, and using the extracted feature value to estimate a degree of a defect formed in the pipe;
- a defect analysis apparatus having the following is provided.
- the apparatus includes an arbitrary computer CPU, memory, and a program loaded in the memory (a program stored in the memory in advance from the stage of shipping the apparatus, a storage medium such as a CD, and the like on the Internet). And a storage unit such as a hard disk for storing the program, and a network connection interface, and any combination of hardware and software. It will be understood by those skilled in the art that there are various modifications to the implementation method and apparatus.
- each device is described as being realized by one device, but the means for realizing it is not limited to this. That is, it may be a physically separated configuration or a logically separated configuration.
- FIG. 1 shows an example of a conceptual diagram of the defect analysis apparatus of the first embodiment.
- the defect analysis apparatus includes a vibration unit 107, a first detection unit 106, a second detection unit 105, and a processing device 100.
- the processing device 100 includes a signal processing unit 101, a transmission / reception unit 102, a detection signal reception unit 103, a reference data storage unit 104, and a piping information acquisition unit 115.
- the processing apparatus 100, the vibration unit 107, the first detection unit 106, and the second detection unit 105 are configured to be able to communicate with each other by wire or wirelessly, and configured to exchange predetermined information.
- the vibration unit 107 and the second detection unit 105 are installed on the outer surface of the pipe 108 installed in the ground.
- the vibration unit 107 and the second detection unit 105 may be permanently installed on the outer surface of the pipe 108.
- the first detection unit 106 is installed on the ground surface.
- the installation position of the processing apparatus 100 is not particularly limited, but is installed on the ground, for example.
- the vibration accompanying the leakage of the fluid 110 from the leaking part 109 propagates to the outside of the pipe 108 via the fluid 110 leaking from the leaking part 109.
- sufficient vibration is applied to the pipe 108 by the vibration unit 107.
- the vibration applied to the pipe 108 is also transmitted to the fluid 110 flowing in the pipe 108. Then, it propagates in the pipe 108 via the pipe 108 and the fluid 110. Thereafter, the vibration propagated from the leaking portion 109 to the outside of the pipe 108 reaches the ground surface with sufficient strength through soil or the like.
- the vibration that has reached the ground surface is detected and analyzed by the first detection unit 106 to identify the position of the leakage unit 109 (defect) and estimate its degree.
- the second detection unit 105 detects at least one of vibration propagating through the pipe 108 and vibration propagating through the fluid 110 flowing in the pipe 108. More specifically, the second detection unit 105 is generated along with the fluid leakage from the leakage unit 109 formed in the pipe 108, and propagates the vibration propagating through the pipe 108 and the fluid 110 flowing through the pipe 108. Detect at least one of the vibrations. In the case of the example illustrated in FIG. 1, the second detection unit 105 is attached to the outer surface of the pipe 108 and configured to detect vibration propagating through the pipe 108.
- the second detection unit 105 for example, a sensor that measures solid vibration can be used.
- a piezoelectric acceleration sensor, an electrodynamic acceleration sensor, a capacitive acceleration sensor, an optical speed sensor examples include a dynamic strain sensor.
- the vibration caused by the leakage of water includes a frequency component of several tens to several kilohertz.
- a piezoelectric acceleration sensor is suitable.
- a method of installing the second detection unit 105 in the pipe 108 for example, use of a magnet, use of a dedicated jig, use of an adhesive can be considered.
- the second detection unit 105 is permanently installed on the outer surface of the pipe 108 and measures vibrations transmitted through the pipe 108 constantly or intermittently (eg, once a day, once every hour, once for 3 minutes). 10 times each). Then, the measured vibration data is transmitted to the transmission / reception unit 102 of the processing apparatus 100 described below.
- a plurality of the second detection units 105 may be installed on the outer surface of the pipe 108 with a predetermined interval.
- the transmission / reception unit 102 acquires vibration data from each of the plurality of second detection units 105, but identifies from which of the plurality of second detection units 105 the acquired vibration data is acquired. And get.
- the said structure is realizable according to a prior art.
- the vibration unit 107 applies vibrations (eg, sound waves) having a plurality of frequencies to the pipe 108.
- the vibration applied to the pipe 108 is also transmitted to the fluid 110 flowing in the pipe 108.
- a piezoelectric vibrator, an electrodynamic vibrator, a mechanical vibrator, or the like can be used as the vibration unit 107.
- a method of installing the vibration unit 107 on the outer surface of the pipe 108 for example, use of a magnet, use of a dedicated jig, use of an adhesive can be considered.
- the vibration applied from the excitation unit 107 propagates along the pipe line through the pipe 108 and the fluid 110. In FIG. 1, it propagates in the horizontal direction of the drawing, but when the leaking portion 109 exists in the pipe 108, part of the vibration propagates to the outside of the pipe 108 through the leaking portion 109.
- the vibration propagated to the outside of the pipe 108 through the leakage unit 109 can reach the ground surface with sufficient strength.
- the frequency of vibration that easily propagates to the outside of the pipe 108 through the leakage portion 109 differs depending on the size and shape of the hole forming the leakage portion 109. That is, the vibration with the first frequency easily propagates to the outside of the pipe 108 through the first leakage portion 109, but the vibration with the second frequency hardly propagates to the outside of the pipe 108 through the first leakage portion 109. This situation can occur.
- the vibration through the leakage unit 109 is whatever the size and shape of the hole forming the leakage unit 109. It is possible to apply a vibration having a frequency at which propagation of the above is likely to occur.
- means for applying vibrations having a plurality of frequencies is not particularly limited, and vibrations having a plurality of frequencies may be applied simultaneously, or vibrations having a plurality of frequencies may be sequentially applied while changing the frequency.
- a signal including a broadband frequency is preferable.
- FIG. 2 illustrates a frequency sweep signal whose frequency changes with time.
- white noise or a pulse signal can be used as an input signal.
- the vibration unit 107 applies vibration as described above to the fluid 110 flowing in the pipe 108 where the leakage unit 109 is detected. That is, the vibration unit 107 does not always apply such vibration, but can start application of vibration after the leakage part 109 is detected in the pipe 108. For example, when a drive waveform is input from the processing device 100 described below, the vibration unit 107 executes a process of applying vibration in accordance with the input.
- the first detection unit 106 detects the vibration applied by the vibration unit 107. Specifically, the first detection unit 106 detects vibrations radiated to the outside of the pipe 108 through the leakage unit 109 among the vibrations applied by the excitation unit 107. More specifically, the 1st detection part 106 is installed in the ground surface, radiates
- a sensor that measures solid vibration can be used.
- a piezoelectric acceleration sensor an electrodynamic acceleration sensor, a capacitive acceleration sensor, an optical speed sensor, Examples include a dynamic strain sensor. Among these, a piezoelectric acceleration sensor can be preferably used.
- the first detection unit 106 transmits the measured vibration data to the detection signal receiving unit 103 of the processing device 100 described below.
- the transmission / reception unit 102 receives the vibration data (analog signal) measured by the second detection unit 105 from the second detection unit 105, converts the received analog signal into a digital signal, and transfers the digital signal to the signal processing unit 101. And a function of outputting a drive waveform to the excitation unit 107 in accordance with a signal transferred from the signal processing unit 101.
- the transmission / reception unit 102 has signal amplification, analog-digital conversion, digital-analog conversion functions, and the like.
- the detection signal receiving unit 103 has a function of receiving vibration data (analog signal) measured by the first detection unit 106 from the first detection unit 106, and converts the received analog signal into a digital signal to the signal processing unit 101. And a function to transfer. Specifically, the detection signal receiving unit 103 has signal amplification, analog-digital conversion functions, and the like.
- the signal processing unit 101 outputs the signal (vibration data) measured by the second detection unit 105 constantly or intermittently (eg, once a day, once every hour, 10 times every 3 minutes, etc.) ), It is monitored whether or not the leakage portion 109 is formed in the pipe 108.
- the signal processing unit 101 processes signals (vibration data) measured by each of the plurality of second detection units 105 installed at predetermined intervals, so that the position of the leakage unit 109 formed in the pipe 108 is detected. Specify a guideline.
- the signal processing unit 101 processes the signal (vibration data) measured by the first detection unit 106 at each of a plurality of installation positions, thereby specifying the position of the leakage unit 109 formed in the pipe 108.
- the signal processing unit 101 processes the signal (vibration data) measured by the first detection unit 106 and specifies the degree of the leakage unit 109 formed in the pipe 108. Specifically, the signal processing unit 101 extracts a feature amount from the vibration waveform measured by the first detection unit 106, and estimates the degree of the leakage portion 109 formed in the pipe 108 using the extracted feature amount. To do.
- the signal processing unit 101 processes the signal (vibration data) measured by the first detection unit 106 and extracts a frequency component together with the magnitude of the vibration, thereby having a frequency having at least one peak as illustrated in FIG. Get response data. Then, as the feature amount, at least one of the peak frequency and the peak sharpness, preferably both are extracted.
- the signal processing unit 101 determines the size of the hole formed in the pipe 108 and the outside of the pipe 108 through the hole formed in the pipe 108 as the degree of the leakage part 109 (defect) formed in the pipe 108. Estimate at least one of the amount of fluid 110 leaking into the tank.
- the signal processing unit 101 controls a signal (driving waveform) input to the excitation unit 107.
- Such a signal processing unit 101 has a frequency analysis function, a threshold determination function, a filter function, and the like.
- the reference data storage unit 104 stores data necessary for determining the presence of the leakage unit 109, the size of the hole of the leakage unit 109, and the amount of water leakage. For example, data indicating the characteristics of vibration at the time of past occurrence of water leakage is stored.
- the reference data storage unit 104 associates information indicating the degree of the leakage part 109 formed in the pipe 108 (eg, hole diameter) with the feature amount extracted from the vibration waveform by the signal processing unit 101. May be stored. Note that the relationship between the feature amount and the degree of the leaking portion 109 varies depending on the configuration (thickness, material, etc.) of the pipe 108 in which the leaking portion 109 is formed, the embedded environment (soil density, etc.), and the like. For this reason, the reference data storage unit 104 may store reference data in which the relationship between the feature amount and the degree of the leakage unit 109 is associated with each condition.
- the piping information acquisition part 115 acquires the information regarding the piping 108 in the position where the leaking part 109 exists.
- the pipe information acquisition unit 115 acquires information indicating the configuration (thickness, material, etc.) and the embedded environment (soil density, etc.) of the pipe 108 at the position where the leaking part 109 exists.
- the means by which the piping information acquisition unit 115 acquires such information is not particularly limited. For example, when the position of the leakage unit 109 is specified, an operator searches for materials and relates to the piping 108 embedded in the position. Identify the details of the information as described above. Thereafter, the worker inputs information regarding the identified pipe 108 to the processing apparatus 100.
- the piping information acquisition unit 115 acquires information regarding the piping 108 at the position where the leakage unit 109 input in this way exists.
- FIG. 3 shows a flowchart showing an example of the processing flow of the defect analysis method.
- the defect analysis method of this embodiment includes a defect presence / absence determination step S10, a defect position specifying step S20, and a defect degree estimation step S30.
- the transmission / reception unit 102 receives the vibration data measured by the second detection unit 105, performs predetermined processing on the received vibration data, and transfers the data to the signal processing unit 101. Then, the signal processing unit 101 analyzes the transferred data to determine whether a defect is formed in the pipe 108.
- the signal processing unit 101 analyzes the vibration data measured by the second detection unit 105 and determines whether or not such a feature appears, and specifically, does not exceed the normal amplitude threshold value. It is determined whether or not the leakage portion 109 is formed in the pipe 108.
- the threshold value differs depending on factors such as the material of the pipe 108, the diameter of the pipe 108, and the embedded environment. For this reason, the signal processing unit 101 holds a threshold value corresponding to each of these factors, and acquires vibration data from each of the plurality of second detection units 105. It may be determined whether or not the leakage portion 109 is formed using a threshold value that applies to the details of the factor. For example, when a plurality of second detection units 105 are permanently installed in the pipe 108, the threshold value may be stored in advance in association with each of the plurality of second detection units 105.
- the signal processing unit 101 may calculate the threshold value for each second detection unit 105 by using past vibration data at the normal time acquired from each of the plurality of second detection units 105. For example, the signal processing unit 101 may specify an upper limit value for normal vibration data acquired from each of the second detection units 105 and calculate the threshold value using the specified upper limit value. The signal processing unit 101 associates each second detection unit 105 or the position where each second detection unit 105 is installed with the determination result (whether or not the leakage unit 109 is formed) directed to the worker. Can be output.
- the signal processing unit 101 can detect that the leakage part 109 is formed in the pipe 108.
- the approximate position of the leaking part 109 (the second detection part 105 can detect vibrations). Range) can be specified.
- the process proceeds to a defect position specifying step S20.
- the position of the leakage portion 109 (defect) is specified.
- the step S20 may be configured to include a first step for specifying an approximate position (reference) of the leaking part 109 and a second step for specifying a detailed position of the leaking part 109. Note that only the second step may be performed without performing the first step.
- the signal processing unit 101 uses the vibration data measured by each of the plurality of second detection units 105 to specify the position of the leakage unit 109.
- the plurality of second detection units 105 are installed at predetermined intervals. For this reason, the characteristic that “a certain range of vibration frequency components shows a large amplitude with respect to the normal time” due to the leakage unit 109 is detected by the plurality of second detection units 105.
- the signal processing unit 101 synchronizes vibration data measured by each of the plurality of second detection units 105, calculates a time difference at which this feature is detected, and uses the time difference to estimate the position of the leakage unit 109. May be specified (correlation method).
- the vibration unit 107 applies vibrations having a plurality of frequencies to at least one of the fluid 110 and the pipe 108 flowing in the pipe 108. Then, in a state where the vibration is applied, the installation position on the ground surface of the first detection unit 106 is changed (scanned), and the first detection unit 106 measures the vibration at each of the plurality of installation positions. . In addition, since the standard of the position of the leakage part 109 is specified in the first step, in the second step, the installation position of the first detection unit 106 is changed within the specified standard position, and vibration is measured at each position. can do. Then, the signal processing unit 101 processes the vibration data measured by the first detection unit 106 at each of a plurality of installation positions, and specifies the position of the leakage unit 109.
- the vibration unit 107 when the signal processing unit 101 detects that the leakage portion 109 is formed in the pipe 108, the vibration unit 107 then starts applying vibration to at least one of the fluid 110 and the pipe 108. be able to. Then, the first detection unit 106 detects the vibration applied by the vibration unit 107. For example, when the signal processing unit 101 detects that the leaking part 109 is formed in the pipe 108, the excitation unit 107 may start application of vibration by using it as a trigger. Alternatively, when an operator who has acquired information indicating that the leakage unit 109 has been formed and thereafter inputs an instruction to start application of vibration, the excitation unit 107 starts application of vibration using that as a trigger. May be. When comprised in this way, the application of the unnecessary vibration by the vibration part 107 and the detection process by the 1st detection part 106 can be suppressed, As a result, the power consumption accompanying these processes can be reduced.
- the vibration (for example, see FIG. 2) input by the vibration unit 107 propagates through the pipe 108 and the fluid 110, and part of the vibration is transmitted from the leaking part 109 to the outside of the pipe 108 and further reaches the ground.
- the vibration that has reached the ground is measured by the first detector 106.
- the frequency component is extracted together with the magnitude of vibration, and frequency response data having at least one peak as illustrated in FIG. 4 is obtained.
- the frequency and sharpness of this peak mainly depend on the size of the hole of the leaking portion 109, and can also depend on the configuration (thickness, material, etc.) of the pipe 108 and the embedded environment (soil density, etc.).
- the signal processing unit 101 compares the vibration data measured by the first detection unit 106 at each of a plurality of installation positions, and identifies the installation position where the peak output is maximum as the position directly above the leakage unit 109.
- the worker may specify the position of the leakage unit 109 based on the frequency response data as shown in FIG. it can. For example, when the first detection unit 106 is scanned on the ground surface (automatic scanning or manually scanned by an operator), the first detection unit 106 measures vibration at each position, and frequency response data obtained by processing the measured vibration data. (See FIG. 4) is displayed on the display in real time. The operator may specify the installation position where the peak output is maximized by checking the frequency response data displayed on the display while scanning the first detection unit 106 on the ground surface.
- first detection units 106 are installed on the ground surface with a predetermined interval, and after measuring vibration with each first detection unit 106, the signal output becomes maximum.
- the installation position of the first detection unit 106 may be specified as the position directly above the leakage unit 109.
- the vibration unit 107 applies vibrations having a plurality of frequencies to the pipe 108.
- the vibration applied to the pipe 108 is also transmitted to the fluid 110 flowing in the pipe 108. Then, it propagates in the pipe 108 via the pipe 108 and the fluid 110.
- the first detection unit 106 measures the vibration while the vibration is being applied. That is, the first detection unit 106 measures the vibration applied by the excitation unit 107.
- the first detection unit 106 is installed on the ground surface directly above the leakage unit 109 identified in the defect position identification step S20.
- the signal processing unit 101 processes the vibration data measured by the first detection unit 106 and estimates the degree of the leakage unit 109.
- the peak frequency and shape in the frequency response data mainly depend on the size of the hole of the leakage portion 109, and further, the configuration (thickness, material, etc.) of the pipe 108 and the embedment. It can also depend on the environment (soil density, etc.). That is, this frequency response data indicates that it can be used as an index indicating the size of the hole of the leakage portion 109 and the amount of water leakage.
- FIG. Schematic diagram of the principle is shown in FIG.
- frequency response data having different peak frequencies and sharpness Q are observed at two leaking parts 109 having different sizes of the leaking parts 109.
- size (leakage amount) of the hole of the leaking part 109 become a predetermined relationship.
- the smaller the peak frequency value the larger the hole size of the leakage portion 109.
- the larger the peak sharpness Q the larger the size of the hole of the leaking portion 109.
- the reference data in which the size of the hole of the leaking portion 109 is associated with the feature amount (at least one of the peak frequency and the sharpness, preferably both) extracted from the frequency response data is stored in the reference data storage unit 104. If this is done, the size of the hole of the leaking portion 109 can be specified using the vibration data measured by the first detection unit 106.
- the relationship between the size of the hole of the leaking portion 109 and the feature amount (at least one of the peak frequency and the sharpness, preferably both) extracted from the frequency response data is the configuration of the pipe 108 where the leaking portion 109 exists ( Thickness, material, etc.) and the embedded environment (soil density, etc.). For this reason, for each configuration (thickness, material, etc.) of the pipe 108 and buried environment (soil density, etc.), the size of the hole of the leaking portion 109 and the feature amount extracted from the frequency response data (at least peak frequency and sharpness)
- reference data in which both are preferably stored in the reference data storage unit 104.
- the size of the hole of the leaking portion 109 is associated with the peak frequency that is a feature amount extracted from the frequency response data.
- the size of the hole of the leakage portion 109 is associated with the peak sharpness that is a feature amount extracted from the frequency response data.
- the size of the hole of the leaking portion 109 and the peak frequency that is a feature amount extracted from the frequency response data Are associated.
- the signal processing unit 101 processes the vibration data measured by the first detection unit 106 and obtains frequency response data as illustrated in FIG. 4, at least one of the peak frequency and the sharpness of the peak is obtained. Preferably, both are calculated.
- the pipe information acquisition unit 115 inputs information related to the pipe 108 at the position where the leaking part 109 exists (configuration (thickness, material, etc.) of the pipe 108, embedded environment (soil density, etc.), etc.) Accept from workers. For example, when the position of the leaking portion 109 is specified in the defect position specifying step S20, the worker searches for a predetermined document and information on the pipe 108 buried in the position (configuration of the pipe 108 (thickness, material, etc.) ) And buried environment (soil density, etc.). Thereafter, the worker inputs information regarding the identified pipe 108 to the processing apparatus 100. The pipe information acquisition unit 115 acquires information (the configuration (thickness, material, etc.) of the pipe 108, the embedded environment (soil density, etc.), etc.) regarding the pipe 108 thus input.
- the pipe information acquisition unit 115 acquires information (the configuration (thickness, material, etc.) of the pipe 108, the embedded environment (soil density
- the signal processing unit 101 uses the information related to the pipe 108 acquired by the pipe information acquisition unit 115 (configuration (thickness, material, etc.) of the pipe 108, embedded environment (soil density, etc.), etc.) as reference data (FIG. 12 to FIG. 12). 14)), the reference data corresponding to the information related to the pipe 108 is specified. Thereafter, the signal processing unit 101 searches the specified reference data using at least one of the calculated peak frequency and sharpness, preferably both, as a key, and specifies the size of the hole. When both are used as keys, the signal processing unit 101 uses the peak frequency and the sharpness as the keys sequentially, searches the reference data, and specifies the size of the hole. For example, if the hole size specified using the peak frequency as a key is different from the hole size specified using the sharpness as a key, the signal processing unit 101 may output the larger hole size as a result.
- the leakage amount of the fluid 110 can be calculated using the size and the pressure of the pump applied to flow the fluid 110 in the pipe 108.
- the generation timing and frequency component can be grasped. That is, separation from the disturbance component can be easily performed.
- the determination of the occurrence of the leaking part 109 (defect), the position of the leaking part 109 (defect), and the estimation of the degree of the leaking part 109 (defect) are determined by the auditory sense of the skilled inspector. Can be done without.
- the first detection unit 106 detects the vibration applied by the vibration unit 107. Then, the signal processing unit 101 extracts the feature amount from the vibration waveform acquired by the first detection unit 106, and uses the extracted feature amount to determine the degree of the leakage portion 109 (defect) formed in the pipe 108. presume.
- vibration is applied to the fluid 110 and the pipe 108 to propagate the fluid 110 and the pipe 108, and then the vibration is detected and analyzed to estimate the degree of the leakage portion 109 (defect). For this reason, it is possible to detect a sufficiently strong vibration and estimate the degree of the leakage portion 109 (defect) with high accuracy based on the detected vibration.
- the excitation unit 107 applies vibrations having a plurality of frequencies. As described above, there is a frequency that is difficult to propagate to the outside of the pipe 108 via the leaking portion 109 (defect). However, according to the present embodiment, the pipe 108 is always passed through the leaking portion 109 (defect). It is possible to apply a vibration having a frequency that easily propagates to the outside.
- the first detection unit 106 can detect a sufficiently strong vibration that has propagated to the outside of the pipe 108 via the leakage unit 109 (defect). As a result, the degree of the leakage portion 109 (defect) can be estimated with high accuracy.
- FIG. 6 shows an example of a conceptual diagram of the defect analysis apparatus of the second embodiment.
- the processing apparatus 100 described in the first embodiment is configured to include a first processing apparatus 100A and a second processing apparatus 100B that are physically separated from each other. Different from the embodiment. Since other configurations can be the same as those of the first embodiment, description thereof is omitted here.
- the first processing apparatus 100A includes a signal processing unit 101 and a transmission / reception unit 102.
- the second processing device 100B includes a signal processing unit 101, a detection signal receiving unit 103, a reference data storage unit 104, and a piping information acquisition unit 115.
- the first processing device 100A and the second processing device 100B are configured to be able to communicate wirelessly. Note that the first processing apparatus 100A and the second processing apparatus 100B may be configured to be communicable via a wire.
- the position of the leakage unit 109 can be identified and the degree of the leakage unit 109 can be estimated without any problem. .
- FIG. 7 shows an example of a conceptual diagram of the defect analysis apparatus of the third embodiment.
- This embodiment is different in that the reference data storage unit 104 is provided outside the second processing apparatus 100B based on the configuration of the second embodiment. Since other configurations can be the same as those of the second embodiment, description thereof is omitted here.
- the reference data storage unit 104 and the second processing device 100B are configured to be communicable wirelessly. Note that the reference data storage unit 104 and the second processing device 100B may be configured to be communicable via wire.
- the reference data storage unit 104 is included in, for example, a server on the network, and the second processing apparatus 100B accesses the reference data storage unit 104 and refers to predetermined data.
- This embodiment is effective for centralized data management and analysis that requires a large amount of reference data that does not fit in the apparatus.
- FIG. 8 shows an example of a conceptual diagram of the defect analysis apparatus of the fourth embodiment.
- This embodiment is different from the first to third embodiments in that the second detection unit 105 and the excitation unit 107 are provided inside the pipe 108. Since other configurations can be the same as those of the first to third embodiments, description thereof is omitted here.
- the present embodiment direct excitation to the fluid 110 and direct detection of vibration propagating through the fluid 110 are possible.
- the vibration in the fluid 110 with little distance attenuation can be directly handled, it is effective when the distance between the second detection unit 105 and the leakage unit 109 is long.
- FIG. 9 shows an example of a conceptual diagram of the defect analysis apparatus of the second embodiment.
- This embodiment is different from the first to fourth embodiments in that the second detection unit 105 and the excitation unit 107 are installed on the outer surface of the branch pipe 111 connected to the pipe 108.
- the branch pipe 111 is a pipe connected to the pipe 108 to be detected for defects.
- asphalt is present on the ground surface as shown, and the branch pipe 111 may be a manhole.
- the second detection unit 105 and the excitation unit 107 may be installed on the inner surface of the manhole that is the branch pipe 111. Since other configurations can be the same as those of the first to fourth embodiments, description thereof is omitted here.
- the installation of the excitation unit 107 and the second detection unit 105 is much easier, which is effective in reducing labor and time during inspection.
- the case where the fluid flowing through the pipe 108 is a liquid has been described as an example, but the fluid may be a gas.
- the case where the pipe 108 is installed in the ground has been described as an example.
- the pipe 108 may be installed in the attic or underground of a building, and is embedded in a wall or a pillar. May be.
- the first detection unit 106 can be installed on a ceiling surface, a wall surface, a side surface of a pillar, a floor surface, or the like.
- FIG. Schematic configuration diagram of this example is shown in FIG. Assuming water leakage from the water pipe, a metal pipe 108 filled with water was buried in the ground. A branch pipe was connected to the pipe 108, and a second detection unit 105 and a vibration unit 107 were installed on the outer surface of the branch pipe. A water supply pump was connected to the left end of the pipe 108 and operated. A hole simulating the leakage portion 109 was made in the middle of the pipe 108, and water was leaked out of the pipe 108 from this hole.
- the vibration swept by the vibration unit 107 was applied to the branch pipe, and in this state, the vibration radiated out of the pipe 108 from the leakage unit 109 was measured by the first detection unit 106 installed on the ground surface. .
- the detected vibration amplitude was different depending on the position.
- the point at which the detected vibration amplitude is maximum could be specified as the position directly above the leaking portion 109. That is, it was confirmed that the position of the leaking portion 109 of the pipe 108 can be specified by this embodiment.
- the vibration data acquired by the first detection unit 106 was subjected to frequency analysis by the signal processing unit 101 provided in the second processing apparatus 100B, and then the peak frequency and the sharpness Q were extracted.
- the same measurement was repeated by changing the thickness of the pipe wall of the pipe 108 and the size of the hole of the leaking part 109. Thereafter, the plurality of measurement data is set so that the peak frequency, sharpness Q, pipe thickness, leak diameter, and water leakage amount are 1 under the conditions of the pipe 108 having a thickness of 5 mm and the leaking portion 109 (hole) having a diameter of 5 mm. Standardized. Table 1 and FIG. 11 summarize the numerical values after normalization.
- the determination of the occurrence of the leaking part 109 (defect), the position of the leaking part 109 (defect), and the estimation of the degree of the leaking part 109 (defect) are based on the auditory sensation of the skilled inspector. It became clear that it could be done.
- Vibration means for applying vibrations having a plurality of frequencies to at least one of the fluid flowing in the pipe and the pipe;
- First detection means for detecting vibration applied by the vibration means;
- a signal processing means for extracting a feature value from the vibration waveform acquired by the first detection means, and using the extracted feature value to estimate a degree of a defect formed in the pipe;
- a defect analysis apparatus is a defect analysis apparatus that extracts at least one of a peak frequency and a peak sharpness as the feature amount.
- the signal processing means includes at least a size of a hole formed in the pipe and an amount of fluid leaking outside the pipe through the hole formed in the pipe as a degree of a defect formed in the pipe.
- a defect analyzer that estimates one side.
- Reference data storage means for storing reference data in which information indicating the degree of defects formed in the pipe is associated with the feature amount
- the signal processing means is a defect analysis apparatus that estimates the degree of defects formed in the pipe by searching the reference data using the feature amount as a key.
- ⁇ Invention 5> In the defect analysis apparatus according to the invention 4, It further has piping information acquisition means for acquiring information related to the piping in which a defect exists, The reference data storage means stores the reference data for each piece of information related to the piping, The signal processing means specifies the reference data to be searched using information related to the piping acquired by the piping information acquisition means, and then searches for the specified reference data using the feature amount as a defect analysis. apparatus.
- the vibration means applies vibration to at least one of the fluid flowing in the pipe in which a defect is detected and the pipe,
- the first detection means is a defect analyzer that detects vibration radiated to the outside of the pipe through the defect.
- the said vibration means is a defect analyzer installed in the outer surface of the said piping, or the outer surface of the branch piping connected to the said piping.
- the piping is installed underground,
- the first detection means is a defect analysis device that is installed on the ground surface and detects vibrations radiated to the outside from the pipe and transmitted to the ground surface.
- the first detection means can change the installation position on the ground surface and detect vibration at each of the plurality of installation positions.
- the said signal processing means is a defect analyzer which pinpoints the position of the defect formed in the said piping using the some vibration waveform acquired by the said 1st detection means in each of several installation positions.
- the said signal processing means is a defect analyzer which detects that the defect is formed in the said piping using the vibration which the said 2nd detection means detected.
- the second detection means is a defect analyzer installed on an outer surface of the pipe or an outer surface of a branch pipe connected to the pipe.
- the signal processing means is a defect analysis apparatus that specifies a measure of a position of a defect formed in the pipe by using vibration detected by each of the plurality of second detection means.
- ⁇ Invention 13> In the defect analysis apparatus according to any one of Inventions 10 to 12, When the signal processing means detects that a defect is formed in the pipe, then the vibration means starts applying the vibration, and the first detection means detects the vibration applied by the vibration means. Defect analysis device to detect.
- ⁇ Invention 14> Computer An excitation step of applying vibrations of a plurality of frequencies to at least one of the fluid flowing in the pipe and the pipe; A first detection step of detecting the vibration applied in the excitation step; A signal processing step of extracting a feature amount from the vibration waveform acquired in the first detection step, and using the extracted feature amount to estimate a degree of a defect formed in the pipe; Perform defect analysis method.
- ⁇ Invention 14-2> In the defect analysis method according to the invention 14, In the signal processing step, at least one of a peak frequency and a peak sharpness is extracted as the feature amount.
- ⁇ Invention 14-3> In the defect analysis method according to the invention 14 or 14-2, in the signal processing step, as the degree of defects formed in the pipe, at least the size of the hole formed in the pipe and the amount of fluid leaking outside the pipe through the hole formed in the pipe Defect analysis method to estimate one side.
- ⁇ Invention 14-4> In the defect analysis method according to any one of Inventions 14 to 14-3, The computer Reference data in which information indicating the degree of defects formed in the pipe is associated with the feature amount is stored, In the signal processing step, a defect analysis method for estimating a degree of a defect formed in the pipe by searching the reference data using the feature amount as a key.
- ⁇ Invention 14-5> In the defect analysis method according to the invention 14-4, The computer Further executing a piping information acquisition step of acquiring information regarding the piping in which a defect exists, Storing the reference data for each piece of information about the piping; In the signal processing step, the reference data to be searched is specified using information related to the piping acquired in the piping information acquisition step, and then the defect analysis is performed to search the specified reference data using the feature amount as a key. Method.
- ⁇ Invention 14-6> In the defect analysis method according to any one of Inventions 14 to 14-5, In the vibration step, vibration is applied to at least one of the fluid flowing in the pipe in which a defect is detected and the pipe, In the first detection step, a defect analysis method for detecting vibration radiated to the outside of the pipe through the defect.
- ⁇ Invention 14-7> In the defect analysis method according to any one of Inventions 14 to 14-6, The defect analysis method in which the vibration part which applies a vibration at the said vibration step is installed in the outer surface of the said piping, or the outer surface of the branch piping connected to the said piping.
- ⁇ Invention 14-8> In the defect analysis method according to any one of Inventions 14 to 14-7, The piping is installed underground, A defect analysis method in which a first detection unit that detects vibration in the first detection step is installed on the ground surface, detects vibration that is radiated to the outside from the pipe and transmitted to the ground surface.
- a defect analysis method in which vibrations can be detected at each of a plurality of installation positions by changing the installation position of the first detection unit on the ground surface, In the signal processing step, a defect analysis method for identifying a position of a defect formed in the pipe by using a plurality of vibration waveforms acquired by the first detection unit at each of a plurality of installation positions.
- the computer A second detection step of detecting at least one of vibration propagating through the pipe and vibration propagating through the fluid flowing in the pipe;
- a defect analysis method for detecting that a defect is formed in the pipe using the vibration detected in the second detection step.
- the second detection unit that detects vibration in the second detection step is a defect analysis method installed on an outer surface of the pipe or an outer surface of a branch pipe connected to the pipe.
- ⁇ Invention 14-12> In the defect analysis method according to the invention 14-11, There are a plurality of the second detection units, and the plurality of second detection units are installed with a predetermined interval, In the signal processing step, a defect analysis method for specifying an indication of a position of a defect formed in the pipe using vibration detected by each of the plurality of second detection units.
- ⁇ Invention 14-13> In the defect analysis method according to any one of Inventions 14-10 to 14-12, When it is detected that a defect is formed in the pipe in the signal processing step, thereafter, the application of the vibration is started in the vibration step, and the vibration is detected in the first detection step.
- ⁇ Invention 15> Computer A vibration means for applying vibrations having a plurality of frequencies to at least one of the fluid flowing in the pipe and the pipe; First detection means for detecting vibration applied by the vibration means; A signal processing unit that extracts a feature amount from the vibration waveform acquired by the first detection unit, and estimates a degree of a defect formed in the pipe by using the extracted feature amount; Program to function as. ⁇ Invention 15-2> In the program according to the invention 15, A program for causing the signal processing means to extract at least one of a peak frequency and a peak sharpness as the feature amount.
- ⁇ Invention 15-3> In the program according to the invention 15 or 15-2, In the signal processing means, as the degree of defects formed in the pipe, at least the size of the hole formed in the pipe and the amount of fluid leaking outside the pipe through the hole formed in the pipe A program that estimates one side.
- the computer It further functions as reference data storage means for storing reference data in which information indicating the degree of defects formed in the pipe is associated with the feature amount, A program for causing the signal processing means to estimate the degree of defects formed in the pipe by searching the reference data using the feature amount as a key.
- the computer Further function as piping information acquisition means for acquiring information related to the piping in which a defect exists,
- the reference data storage means stores the reference data for each piece of information related to the piping,
- ⁇ Invention 15-6> In the program according to any one of Inventions 15 to 15-5, Causing the vibration means to apply vibration to at least one of the fluid flowing in the pipe in which a defect is detected and the pipe; The program which makes the said 1st detection means detect the vibration radiated
- ⁇ Invention 15-7> In the program according to any one of Inventions 15 to 15-6, The program which makes the said vibration means apply a vibration via the vibration part installed in the outer surface of the said piping, or the outer surface of the branch piping connected to the said piping.
- ⁇ Invention 15-8> In the program according to any one of Inventions 15 to 15-7, The piping is installed underground, The program which makes the said 1st detection means detect the vibration radiated
- ⁇ Invention 15-9> In the program according to the invention 15-8, Changing the position on the ground surface to the first detecting means to detect vibration at each of a plurality of positions; A program for causing the signal processing means to specify a position of a defect formed in the pipe by using a plurality of vibration waveforms acquired by the first detection means at each of a plurality of positions.
- ⁇ Invention 15-10> In the program according to any one of the inventions 15 to 15-9, The computer, Further function as second detection means for detecting at least one of vibration propagating through the pipe and vibration propagating through the fluid flowing in the pipe; The program which makes the said signal processing means detect that the defect is formed in the said piping using the vibration which the said 2nd detection means detected.
- the program which makes a said 2nd detection means detect a vibration via the sensor installed in the outer surface of the said piping, or the outer surface of the branch piping connected to the said piping.
- ⁇ Invention 15-12> In the program according to the invention 15-11, There are a plurality of sensors for detecting vibrations by the second detection means, and the plurality of sensors are installed at predetermined intervals. A program for causing the signal processing means to specify an indication of a position of a defect formed in the pipe by using vibration detected by each of the plurality of sensors.
- ⁇ Invention 15-13> In the program according to any one of Inventions 15-10 to 15-12, When the signal processing means detects that a defect is formed in the pipe, the vibration means starts to apply the vibration, and the vibration applied to the first detection means by the vibration means is detected. Program to be detected.
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Abstract
Description
配管内を流れる流体及び前記配管の少なくとも一方に対して複数の周波数の振動を印加する加振手段と、
前記加振手段により印加された振動を検知する第1検知手段と、
前記第1検知手段により取得された振動波形から特徴量を抽出し、抽出した前記特徴量を利用して、前記配管に形成された欠陥の程度を推定する信号処理手段と、
を有する欠陥分析装置が提供される。
コンピュータが、
配管内を流れる流体及び前記配管の少なくとも一方に対して複数の周波数の振動を印加する加振ステップと、
前記加振ステップで印加された振動を検知する第1検知ステップと、
前記第1検知ステップで取得された振動波形から特徴量を抽出し、抽出した前記特徴量を利用して、前記配管に形成された欠陥の程度を推定する信号処理ステップと、
を実行する欠陥分析方法が提供される。
コンピュータを、
配管内を流れる流体及び前記配管の少なくとも一方に対して複数の周波数の振動を印加する加振手段、
前記加振手段により印加された振動を検知する第1検知手段、
前記第1検知手段により取得された振動波形から特徴量を抽出し、抽出した前記特徴量を利用して、前記配管に形成された欠陥の程度を推定する信号処理手段、
として機能させるためのプログラムが提供される。
図1に、第1の実施形態の欠陥分析装置の概念図の一例を示した。
図6に、第2の実施形態の欠陥分析装置の概念図の一例を示した。
図7に、第3の実施形態の欠陥分析装置の概念図の一例を示した。
図8に、第4の実施形態の欠陥分析装置の概念図の一例を示した。
図9に、第2の実施形態の欠陥分析装置の概念図の一例を示した。
上記説明によれば、以下の発明の説明がなされている。
<発明1>
配管内を流れる流体及び前記配管の少なくとも一方に対して複数の周波数の振動を印加する加振手段と、
前記加振手段により印加された振動を検知する第1検知手段と、
前記第1検知手段により取得された振動波形から特徴量を抽出し、抽出した前記特徴量を利用して、前記配管に形成された欠陥の程度を推定する信号処理手段と、
を有する欠陥分析装置。
<発明2>
発明1に記載の欠陥分析装置において、
前記信号処理手段は、前記特徴量として、ピーク周波数及びピークの先鋭度の少なくとも一方を抽出する欠陥分析装置。
<発明3>
発明1又は2に記載の欠陥分析装置において、
前記信号処理手段は、前記配管に形成された欠陥の程度として、前記配管に形成された孔の大きさ、及び、前記配管に形成された孔を介して前記配管外に漏れる流体の量の少なくとも一方を推定する欠陥分析装置。
<発明4>
発明1から3のいずれかに記載の欠陥分析装置において、
前記特徴量に、前記配管に形成された欠陥の程度を示す情報を対応付けた参照データを記憶する参照データ記憶手段をさらに有し、
前記信号処理手段は、前記特徴量をキーとして前記参照データを検索することで、前記配管に形成された欠陥の程度を推定する欠陥分析装置。
<発明5>
発明4に記載の欠陥分析装置において、
欠陥が存在する前記配管に関する情報を取得する配管情報取得手段をさらに有し、
前記参照データ記憶手段は、前記配管に関する情報毎に前記参照データを記憶し、
前記信号処理手段は、前記配管情報取得手段が取得した前記配管に関する情報を利用して検索する前記参照データを特定し、その後、前記特徴量をキーとして、特定した前記参照データを検索する欠陥分析装置。
<発明6>
発明1から5のいずれかに記載の欠陥分析装置において、
前記加振手段は、欠陥が検出された前記配管内を流れる流体及び前記配管の少なくとも一方に対して振動を印加し、
前記第1検知手段は、前記欠陥を介して前記配管の外部に放射された振動を検知する欠陥分析装置。
<発明7>
発明1から6のいずれかに記載の欠陥分析装置において、
前記加振手段は、前記配管の外側表面、又は、前記配管に接続された分岐配管の外側表面に設置される欠陥分析装置。
<発明8>
発明1から7のいずれかに記載の欠陥分析装置において、
前記配管は地中に設置されており、
前記第1検知手段は地表に設置され、前記配管から外部に放射され、地表まで伝わってきた振動を検知する欠陥分析装置。
<発明9>
発明8に記載の欠陥分析装置において、
前記第1検知手段は、地表における設置位置を変更して、複数の設置位置各々で振動を検知することができ、
前記信号処理手段は、複数の設置位置各々で前記第1検知手段により取得された複数の振動波形を利用して、前記配管に形成された欠陥の位置を特定する欠陥分析装置。
<発明10>
発明1から9のいずれかに記載の欠陥分析装置において、
前記配管を伝搬する振動、及び、前記配管内を流れる流体を伝搬する振動の少なくとも一方を検知する第2検知手段をさらに有し、
前記信号処理手段は、前記第2検知手段が検知した振動を利用して、前記配管に欠陥が形成されていることを検知する欠陥分析装置。
<発明11>
発明10に記載の欠陥分析装置において、
前記第2検知手段は、前記配管の外側表面、又は、前記配管に接続された分岐配管の外側表面に設置される欠陥分析装置。
<発明12>
発明10又は11に記載の欠陥分析装置において、
前記第2検知手段は複数存在し、複数の前記第2検知手段は所定の間隔を設けて設置されており、
前記信号処理手段は、複数の前記第2検知手段各々が検知した振動を利用して、前記配管に形成された欠陥の位置の目安を特定する欠陥分析装置。
<発明13>
発明10から12のいずれかに記載の欠陥分析装置において、
前記信号処理手段が前記配管に欠陥が形成されていることを検知すると、その後、前記加振手段が前記振動の印加を開始し、前記第1検知手段が前記加振手段により印加された振動を検知する欠陥分析装置。
<発明14>
コンピュータが、
配管内を流れる流体及び前記配管の少なくとも一方に対して複数の周波数の振動を印加する加振ステップと、
前記加振ステップで印加された振動を検知する第1検知ステップと、
前記第1検知ステップで取得された振動波形から特徴量を抽出し、抽出した前記特徴量を利用して、前記配管に形成された欠陥の程度を推定する信号処理ステップと、
を実行する欠陥分析方法。
<発明14-2>
発明14に記載の欠陥分析方法において、
前記信号処理ステップでは、前記特徴量として、ピーク周波数及びピークの先鋭度の少なくとも一方を抽出する欠陥分析方法。
<発明14-3>
発明14又は14-2に記載の欠陥分析方法において、
前記信号処理ステップでは、前記配管に形成された欠陥の程度として、前記配管に形成された孔の大きさ、及び、前記配管に形成された孔を介して前記配管外に漏れる流体の量の少なくとも一方を推定する欠陥分析方法。
<発明14-4>
発明14から14-3のいずれかに記載の欠陥分析方法において、
前記コンピュータは、
前記特徴量に、前記配管に形成された欠陥の程度を示す情報を対応付けた参照データを記憶しておき、
前記信号処理ステップでは、前記特徴量をキーとして前記参照データを検索することで、前記配管に形成された欠陥の程度を推定する欠陥分析方法。
<発明14-5>
発明14-4に記載の欠陥分析方法において、
前記コンピュータは、
欠陥が存在する前記配管に関する情報を取得する配管情報取得ステップをさらに実行し、
前記配管に関する情報毎に前記参照データを記憶し、
前記信号処理ステップでは、前記配管情報取得ステップで取得した前記配管に関する情報を利用して検索する前記参照データを特定し、その後、前記特徴量をキーとして、特定した前記参照データを検索する欠陥分析方法。
<発明14-6>
発明14から14-5のいずれかに記載の欠陥分析方法において、
前記加振ステップでは、欠陥が検出された前記配管内を流れる流体及び前記配管の少なくとも一方に対して振動を印加し、
前記第1検知ステップでは、前記欠陥を介して前記配管の外部に放射された振動を検知する欠陥分析方法。
<発明14-7>
発明14から14-6のいずれかに記載の欠陥分析方法において、
前記加振ステップで振動を印加する加振部は、前記配管の外側表面、又は、前記配管に接続された分岐配管の外側表面に設置される欠陥分析方法。
<発明14-8>
発明14から14-7のいずれかに記載の欠陥分析方法において、
前記配管は地中に設置されており、
前記第1検知ステップで振動を検知する第1検知部は地表に設置され、前記配管から外部に放射され、地表まで伝わってきた振動を検知する欠陥分析方法。
<発明14-9>
発明14-8に記載の欠陥分析方法において、
前記第1検知ステップでは、地表における前記第1検知部の設置位置を変更して、複数の設置位置各々で振動を検知することができ、
前記信号処理ステップでは、複数の設置位置各々で前記第1検知部により取得された複数の振動波形を利用して、前記配管に形成された欠陥の位置を特定する欠陥分析方法。
<発明14-10>
発明14から14-9のいずれかに記載の欠陥分析方法において、
前記コンピュータは、
前記配管を伝搬する振動、及び、前記配管内を流れる流体を伝搬する振動の少なくとも一方を検知する第2検知ステップをさらに実行し、
前記信号処理ステップでは、前記第2検知ステップで検知した振動を利用して、前記配管に欠陥が形成されていることを検知する欠陥分析方法。
<発明14-11>
発明14-10に記載の欠陥分析方法において、
前記第2検知ステップで振動を検知する第2検知部は、前記配管の外側表面、又は、前記配管に接続された分岐配管の外側表面に設置される欠陥分析方法。
<発明14-12>
発明14-11に記載の欠陥分析方法において、
前記第2検知部は複数存在し、複数の前記第2検知部は所定の間隔を設けて設置されており、
前記信号処理ステップでは、複数の前記第2検知部各々が検知した振動を利用して、前記配管に形成された欠陥の位置の目安を特定する欠陥分析方法。
<発明14-13>
発明14-10から14-12のいずれかに記載の欠陥分析方法において、
前記信号処理ステップで前記配管に欠陥が形成されていることを検知すると、その後、前記加振ステップで前記振動の印加を開始し、前記第1検知ステップで当該振動を検知する欠陥分析方法。
<発明15>
コンピュータを、
配管内を流れる流体及び前記配管の少なくとも一方に対して複数の周波数の振動を印加する加振手段、
前記加振手段により印加された振動を検知する第1検知手段、
前記第1検知手段により取得された振動波形から特徴量を抽出し、抽出した前記特徴量を利用して、前記配管に形成された欠陥の程度を推定する信号処理手段、
として機能させるためのプログラム。
<発明15-2>
発明15に記載のプログラムにおいて、
前記信号処理手段に、前記特徴量として、ピーク周波数及びピークの先鋭度の少なくとも一方を抽出させるプログラム。
<発明15-3>
発明15又は15-2に記載のプログラムにおいて、
前記信号処理手段に、前記配管に形成された欠陥の程度として、前記配管に形成された孔の大きさ、及び、前記配管に形成された孔を介して前記配管外に漏れる流体の量の少なくとも一方を推定させるプログラム。
<発明15-4>
発明15から15-3のいずれかに記載のプログラムにおいて、
前記コンピュータを、
前記特徴量に、前記配管に形成された欠陥の程度を示す情報を対応付けた参照データを記憶する参照データ記憶手段としてさらに機能させ、
前記信号処理手段に、前記特徴量をキーとして前記参照データを検索することで、前記配管に形成された欠陥の程度を推定させるプログラム。
<発明15-5>
発明15-4に記載のプログラムにおいて、
前記コンピュータを、
欠陥が存在する前記配管に関する情報を取得する配管情報取得手段としてさらに機能させ、
前記参照データ記憶手段に、前記配管に関する情報毎に前記参照データを記憶させ、
前記信号処理手段に、前記配管情報取得手段が取得した前記配管に関する情報を利用して検索する前記参照データを特定させ、その後、前記特徴量をキーとして、特定した前記参照データを検索させるプログラム。
<発明15-6>
発明15から15-5のいずれかに記載のプログラムにおいて、
前記加振手段に、欠陥が検出された前記配管内を流れる流体及び前記配管の少なくとも一方に対して振動を印加させ、
前記第1検知手段に、前記欠陥を介して前記配管の外部に放射された振動を検知させるプログラム。
<発明15-7>
発明15から15-6のいずれかに記載のプログラムにおいて、
前記加振手段に、前記配管の外側表面、又は、前記配管に接続された分岐配管の外側表面に設置された加振部を介して振動を印加させるプログラム。
<発明15-8>
発明15から15-7のいずれかに記載のプログラムにおいて、
前記配管は地中に設置されており、
前記第1検知手段に、前記配管から外部に放射され、地表まで伝わってきた振動を検知させるプログラム。
<発明15-9>
発明15-8に記載のプログラムにおいて、
前記第1検知手段に、地表における位置を変更して、複数の位置各々で振動を検知させ、
前記信号処理手段に、複数の位置各々で前記第1検知手段により取得された複数の振動波形を利用して、前記配管に形成された欠陥の位置を特定させるプログラム。
<発明15-10>
発明15から15-9のいずれかに記載のプログラムにおいて、
前記コンピュータを、
前記配管を伝搬する振動、及び、前記配管内を流れる流体を伝搬する振動の少なくとも一方を検知する第2検知手段としてさらに機能させ、
前記信号処理手段に、前記第2検知手段が検知した振動を利用して、前記配管に欠陥が形成されていることを検知させるプログラム。
<発明15-11>
発明15-10に記載のプログラムにおいて、
前記第2検知手段に、前記配管の外側表面、又は、前記配管に接続された分岐配管の外側表面に設置されたセンサを介して振動を検知させるプログラム。
<発明15-12>
発明15-11に記載のプログラムにおいて、
前記第2検知手段が振動を検知するための前記センサは複数存在し、複数の前記センサは所定の間隔を設けて設置されており、
前記信号処理手段に、複数の前記センサ各々が検知した振動を利用して、前記配管に形成された欠陥の位置の目安を特定させるプログラム。
<発明15-13>
発明15-10から15-12のいずれかに記載のプログラムにおいて、
前記信号処理手段が前記配管に欠陥が形成されていることを検知すると、その後、前記加振手段に前記振動の印加を開始させ、前記第1検知手段に前記加振手段により印加された振動を検知させるプログラム。
Claims (15)
- 配管内を流れる流体及び前記配管の少なくとも一方に対して複数の周波数の振動を印加する加振手段と、
前記加振手段により印加された振動を検知する第1検知手段と、
前記第1検知手段により取得された振動波形から特徴量を抽出し、抽出した前記特徴量を利用して、前記配管に形成された欠陥の程度を推定する信号処理手段と、
を有する欠陥分析装置。 - 請求項1に記載の欠陥分析装置において、
前記信号処理手段は、前記特徴量として、ピーク周波数及びピークの先鋭度の少なくとも一方を抽出する欠陥分析装置。 - 請求項1又は2に記載の欠陥分析装置において、
前記信号処理手段は、前記配管に形成された欠陥の程度として、前記配管に形成された孔の大きさ、及び、前記配管に形成された孔を介して前記配管外に漏れる流体の量の少なくとも一方を推定する欠陥分析装置。 - 請求項1から3のいずれか1項に記載の欠陥分析装置において、
前記特徴量に、前記配管に形成された欠陥の程度を示す情報を対応付けた参照データを記憶する参照データ記憶手段をさらに有し、
前記信号処理手段は、前記特徴量をキーとして前記参照データを検索することで、前記配管に形成された欠陥の程度を推定する欠陥分析装置。 - 請求項4に記載の欠陥分析装置において、
欠陥が存在する前記配管に関する情報を取得する配管情報取得手段をさらに有し、
前記参照データ記憶手段は、前記配管に関する情報毎に前記参照データを記憶し、
前記信号処理手段は、前記配管情報取得手段が取得した前記配管に関する情報を利用して検索する前記参照データを特定し、その後、前記特徴量をキーとして、特定した前記参照データを検索する欠陥分析装置。 - 請求項1から5のいずれか1項に記載の欠陥分析装置において、
前記加振手段は、欠陥が検出された前記配管内を流れる流体及び前記配管の少なくとも一方に対して振動を印加し、
前記第1検知手段は、前記欠陥を介して前記配管の外部に放射された振動を検知する欠陥分析装置。 - 請求項1から6のいずれか1項に記載の欠陥分析装置において、
前記加振手段は、前記配管の外側表面、又は、前記配管に接続された分岐配管の外側表面に設置される欠陥分析装置。 - 請求項1から7のいずれか1項に記載の欠陥分析装置において、
前記配管は地中に設置されており、
前記第1検知手段は地表に設置され、前記配管から外部に放射され、地表まで伝わってきた振動を検知する欠陥分析装置。 - 請求項8に記載の欠陥分析装置において、
前記第1検知手段は、地表における設置位置を変更して、複数の設置位置各々で振動を検知することができ、
前記信号処理手段は、複数の設置位置各々で前記第1検知手段により取得された複数の振動波形を利用して、前記配管に形成された欠陥の位置を特定する欠陥分析装置。 - 請求項1から9のいずれか1項に記載の欠陥分析装置において、
前記配管を伝搬する振動、及び、前記配管内を流れる流体を伝搬する振動の少なくとも一方を検知する第2検知手段をさらに有し、
前記信号処理手段は、前記第2検知手段が検知した振動を利用して、前記配管に欠陥が形成されていることを検知する欠陥分析装置。 - 請求項10に記載の欠陥分析装置において、
前記第2検知手段は、前記配管の外側表面、又は、前記配管に接続された分岐配管の外側表面に設置される欠陥分析装置。 - 請求項10又は11に記載の欠陥分析装置において、
前記第2検知手段は複数存在し、複数の前記第2検知手段は所定の間隔を設けて設置されており、
前記信号処理手段は、複数の前記第2検知手段各々が検知した振動を利用して、前記配管に形成された欠陥の位置の目安を特定する欠陥分析装置。 - 請求項10から12のいずれか1項に記載の欠陥分析装置において、
前記信号処理手段が前記配管に欠陥が形成されていることを検知すると、その後、前記加振手段が前記振動の印加を開始し、前記第1検知手段が前記加振手段により印加された振動を検知する欠陥分析装置。 - コンピュータが、
配管内を流れる流体及び前記配管の少なくとも一方に対して複数の周波数の振動を印加する加振ステップと、
前記加振ステップで印加された振動を検知する第1検知ステップと、
前記第1検知ステップで取得された振動波形から特徴量を抽出し、抽出した前記特徴量を利用して、前記配管に形成された欠陥の程度を推定する信号処理ステップと、
を実行する欠陥分析方法。 - コンピュータを、
配管内を流れる流体及び前記配管の少なくとも一方に対して複数の周波数の振動を印加する加振手段、
前記加振手段により印加された振動を検知する第1検知手段、
前記第1検知手段により取得された振動波形から特徴量を抽出し、抽出した前記特徴量を利用して、前記配管に形成された欠陥の程度を推定する信号処理手段、
として機能させるためのプログラム。
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JPWO2014050619A1 (ja) | 2016-08-22 |
EP2902764A4 (en) | 2016-05-11 |
US9804053B2 (en) | 2017-10-31 |
EP2902764A1 (en) | 2015-08-05 |
US20150276545A1 (en) | 2015-10-01 |
JP6406013B2 (ja) | 2018-10-17 |
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