JP2006162391A - Vibration starting wireless device, structure inspection device, structure inspection method, program and recording medium - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a vibration starting wireless device, a structure inspection system, a structure inspection method, a program and a recording medium dispensing with development of a complicated operation processing, capable of detecting easily an abnormality of a structure by simple analysis processing of pattern data. <P>SOLUTION: In the structure inspection device, a prescribed vibration is applied to the vibration starting wireless device provided on a structure and started by vibration, and a defect of the structure is detected by a radio signal transmitted from the started vibration starting wireless device. The structure inspection device is equipped with a reception part for receiving the radio signal. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a vibration activated radio apparatus, a structure inspection system, and a structure inspection that apply a vibration of a predetermined frequency to a civil engineering structure such as a concrete structure and detect defects that are difficult to judge from the outside such as internal defects. The present invention relates to a method, a program, and a recording medium.

Conventionally, in order to detect an internal defect that cannot be visually observed from the outside, a defect diagnosis of a concrete structure using ultrasonic waves has been performed (see, for example, Patent Document 1).
In the conventional structure inspection apparatus described above, the transmitter and the receiver are placed in close contact with the surface of an object to be inspected, such as a concrete structure, and an elastic wave pulse signal (vibration) is transmitted from the transmitter to the concrete structure. The echo signal propagated and reflected from the defect in the inspection object is detected by the receiver, and the characteristics of the echo signal (magnitude, time lag from input of elastic wave pulse signal, time width, frequency component) The size and position of the abnormal part can be estimated from the change of the
JP-T-08-507706

However, in the structure inspection apparatus shown in Patent Document 1, it is necessary to analyze the reflected echo signal to confirm the presence of reinforcing bars and the like existing inside the structure, and to reflect from a plurality of locations. There is a disadvantage that the arithmetic processing for estimating the size and position becomes very complicated, and it takes a very long time to develop the arithmetic processing.
Moreover, in the structure inspection apparatus shown in Patent Document 1, when the defect in the concrete structure is small, since the reflection of the sound wave is close to the noise level and is difficult to detect as an echo signal, the defect is not recognized and is overlooked. There is a problem that it will be.

Furthermore, in the structure inspection apparatus shown in Patent Document 1, when detecting the presence or absence of defects in a support portion such as a rail of a roller coaster in a train or a theme park, the detection of the apparatus is performed at a plurality of locations. Since it is necessary to repeat the installation / removal operation and the detection process is performed during the time when trains and roller coasters have been stopped for a long time, it is difficult to check a large number of target locations within a limited time. There is a drawback of being.
In addition, in the structure inspection apparatus shown in Patent Document 1, since the traveling sound of a train or a roller coaster is superimposed on an echo signal, which makes analysis difficult, a defect detection process is performed while the train or roller coaster is traveling. There is a problem that can not be done.

  The present invention has been made in view of such circumstances, and there is no need for development of complicated arithmetic processing, and a vibration activated radio apparatus that can easily detect an abnormality in a structure by simple pattern data analysis processing. , A structure inspection system, a structure inspection method and program, and a recording medium.

  The vibration activation radio apparatus of the present invention includes a vibration / power conversion unit that converts vibration energy into electric energy, and a transmission unit that transmits a predetermined radio signal using the electric energy.

  The vibration activation radio apparatus according to the present invention includes a control unit that activates the transmission unit and outputs a radio signal when detecting that the electrical energy exceeds a predetermined voltage value set in advance. To do.

  The vibration starting radio apparatus according to the present invention is characterized in that the transmitter transmits a radio signal with its identification information added thereto.

  In the vibration activation wireless device of the present invention, when the voltage exceeds a predetermined drive voltage, the control unit converts the voltage into a predetermined drive voltage and supplies the voltage to the transmission unit. .

  The structure inspection apparatus according to the present invention provides a predetermined vibration to the vibration activation wireless device described in any one of the activation wireless devices provided in the structure, and a radio signal transmitted by the activated vibration activation wireless device, It is a structure inspection apparatus for detecting a defect of a structure, and includes a receiving unit that receives the wireless signal.

  The structure inspection apparatus of the present invention includes a vibration generating unit that applies vibration to the structure.

  In the structure inspection apparatus of the present invention, immediately after construction, vibration is applied at a predetermined measurement position of the structure, and the vibration starting radio device activated at each measurement position and the arrangement position of each vibration starting radio device are initially set. It has the database memorize | stored as data, It is characterized by the above-mentioned.

  According to the structure inspection apparatus of the present invention, the vibration activated radio apparatus activated in the past stored in the database and the arrangement position of the vibration activated radio apparatus activated at each measurement position by the vibration given at each measurement position. It has the analysis part which compares with the arrangement position of and detects the position of the defect of a structure, It is characterized by the above-mentioned.

  According to the structure inspection method of the present invention, a predetermined vibration is applied to the vibration activation radio device described above provided at a predetermined position of the structure, and the activated vibration activation radio device transmits the vibration. A structure inspection method for detecting a defect of the structure by a radio signal to be received, a reception process for receiving the radio signal from the activated vibration activation radio apparatus by a reception unit, and an arrangement of the activated vibration activation radio apparatus The present invention is characterized in that an analysis process for detecting the position of a defect in the structure is performed by comparing the position with the position of the vibration-activated radio device activated in the past stored in the database.

The program of the present invention provides a predetermined vibration to the vibration activation radio device described above provided at a predetermined and grasped position of a structure, and a radio signal transmitted by the activated vibration activation radio device , A program for causing a computer to perform a structure inspection process for detecting a defect of the structure, a reception process for receiving the radio signal from the activated vibration activation radio apparatus by the reception unit, and the activated vibration activation radio Compares the position of the device with the position of the vibration-activated radio device activated in the past stored in the database, and executes a structure inspection process on the computer that includes an analysis process that detects the position of the defect in the structure It is a program to let you.
The structure inspection method of the present invention is a structure inspection method in which, in the structure inspection method, the position of the vibration activation wireless device that is determined and grasped in advance inside the structure is in a matrix state.
The program according to the present invention is a program in which the positions of the vibration activation radio devices that are determined and grasped in advance in the structure in the above-described program are in a matrix state, and data on the positions is included.
Thus, when the position of the vibration starting radio | wireless apparatus embedded inside the structure is a matrix form, since those positions have periodicity and regularity, a position grasp and analysis of a result are easy.
The recording medium of the present invention is a computer-readable recording medium on which any one of the above programs is recorded.

  As described above, according to the present invention, the vibration activated radio apparatus activated by vibration is arranged inside the structure at the time of construction of the structure (bridge, building, embankment, etc.). (Shock wave, sound wave, etc.), each vibration activation radio apparatus is activated by performing a power supply process, and wireless signals transmitted by the vibration activation radio apparatus to which the vibration has propagated are measured at a plurality of measurement positions, and three-dimensionally By analyzing the above, it is possible to easily detect the presence or absence of a defect (crack or foreign matter) that absorbs vibration in the vicinity where the vibration starting wireless device is located without using complicated signal processing. Is possible.

  In addition, according to the present invention, a vibration activation radio apparatus is provided for a concrete structure or the like in a three-dimensional matrix in the height direction and depth direction inside the structure (as a position that is determined and determined in advance). By placing multiple on the surface of the structure that supports rails such as trains and roller coasters, and by vibration caused by contact between the wheels and rails of trains and roller coasters. , Receiving a radio signal from each activated vibration activation radio apparatus, and receiving a radio signal from the vibration activation radio apparatus arranged in the three-dimensional matrix or a radio signal from the vibration activation radio apparatus arranged outside the structure By detecting the presence or absence of defects, it is possible to detect the position of the defect.

  In addition, according to the present invention, the vibration activation radio apparatus may be configured to vibrate. Therefore, the vibration activation radio is applied to a sleeper that installs a rail of a train or a structure (member) that supports a rail of a roller coaster. By disposing the apparatus and providing the structure inspection apparatus on the train or the roller coaster, it is possible to perform a process for detecting a defect in the arrangement due to abnormal vibration every time the train or the roller coaster is operated.

<First Embodiment>
A structure inspection apparatus according to a first embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a block diagram showing a configuration example of the structure inspection apparatus according to the first embodiment.
In this figure, a vibration starting radio apparatus 1 is a non-contact IC medium such as an active non-contact IC tag or an IC card, for example, and has a three-dimensional matrix, that is, a height direction and a depth inside a concrete structure 2. A plurality of positions are arranged at positions that are predetermined and grasped with respect to the direction.
Here, for example, when assembling the reinforcing bars of the concrete structure 2, the vibration activation wireless device 1 is attached to the reinforcing bars so as to be arranged in a three-dimensional matrix inside the concrete structure 2. The concrete is embedded in the concrete structure 2 by the process of pouring the concrete.

The structure inspection apparatus 3 is set with a vibration generating unit 4 that supplies vibration of a predetermined frequency to the concrete structure 2, and control values such as the frequency of vibration, the length of vibration, and the strength of vibration. The setting and control unit 5 for controlling the vibration generating unit 4 by this setting, the receiving unit 6 for receiving the radio signal transmitted from the vibration starting radio apparatus 1 activated by the given vibration via the antenna, and the measurement result In addition to displaying the analysis results and the like, the support operation and display unit 7 for inputting the control value to the setting and control unit 5 and the radio signal received by the receiving unit 6 analyze the defect of the concrete structure 2. The analysis unit 8 includes a measured measurement result and a database 9 in which the analysis result is recorded.
As the vibration generated by the vibration generating unit 4, ultrasonic waves or the like can be used.

Here, the structure of the database 9 corresponds to the measurement result list shown in FIG. 2 for each measurement time, that is, the measurement position (measurement position number) shown in FIG. For each measurement position indicated by # 1 to #n, the vibration activation radio apparatus 1 activated when vibration is applied to the measurement position and the vibration activation radio apparatus 1 not activated are classified.
A list group of measurement results measured in time series shown in FIG. 2 is stored in the database 9 in units of two concrete structures.
In the column of the intersection between the measurement position number and the arrangement information of the vibration activation radio apparatus 1, “1” is written when the corresponding vibration activation radio apparatus 1 is activated when vibration is applied to the measurement position. When not activated, “0” is written, and the presence or absence of activation is classified by a predetermined code.

The analysis unit 8 gives vibration at each measurement position at the time of creating the concrete structure as an initial value of whether or not the embedded vibration activation radio apparatus is activated, and the embedded vibration activation radio apparatus 1 The presence / absence of activation detected at each measurement position is written in the database 9.
Further, the arrangement information of the vibration starting wireless device 1 has, for example, an mpq configuration as shown in FIG. 3, and a measurement position where the vibration generating unit 4 is arranged is defined in FIG. If the two-dimensional plane is the xy plane, m indicates the layer number in the z direction (depth direction), p indicates the row number in the y direction (height direction), and q indicates the x direction (width direction). ), And the three-dimensional position of each vibration starting radio apparatus 1 in the concrete structure 2 is shown.

Next, the vibration starting radio apparatus 1 will be described with reference to FIG. FIG. 3 is a block diagram showing a configuration example of the vibration starting radio apparatus 1 according to the embodiment of the present invention.
The vibration starting radio apparatus 1 resonates with the frequency of vibration propagating through the concrete structure 2, that is, resonates with a specific frequency such as an ultrasonic wave used for measurement, and amplifies the intensity of vibration. The vibration / power conversion circuit 12 converts the amplified vibration into electric power (converts vibration energy into electric energy), and the output of the vibration / power conversion circuit 12. When the voltage to be transmitted exceeds a preset voltage, the control circuit 13 that outputs a control signal that causes the transmission circuit 14 to transmit a radio signal, and the control signal from the control circuit 13 are input and stored therein And a transmission circuit 14 that transmits a wireless signal via an antenna with identification information (written at the time of manufacture) added thereto.
Here, when the resonance unit 11 that resonates at a specific frequency such as an ultrasonic wave is provided, the vibration activation wireless device 1 is activated only by the vibration frequency supplied at the time of measurement. It is possible to measure abnormality detection even in the presence of vibration.

Further, when the vibration starting radio apparatus 1 is activated, the control circuit 13 causes the transmitting circuit 14 to transmit a radio signal at a predetermined period while the apparatus is activated.
Furthermore, the period for transmitting the radio signal, which is set in the control circuit 13 for each vibration activation radio apparatus 1, is set to one concrete structure 2 in order to avoid collision of radio signals from the plurality of vibration activation radio apparatuses 1. You may make it differ for every vibration starting radio | wireless apparatus 1 embedded.
The identification information is recorded as an arrangement table in the database 9 of the structure inspection apparatus 3 corresponding to the arrangement information arranged inside the concrete structure 2 when the concrete structure 2 is constructed.

When the vibration driving radio apparatus 1 is a non-contact IC tag, the vibration / power conversion circuit 12 supplies power for driving the non-contact IC tag from the vibration generating unit 4 through the material of the concrete structure 2. Must be generated by the generated vibration.
As a background art to be used, a non-contact IC tag using a piezoelectric ceramic for the vibration / power conversion circuit 12 can be considered.
When the electric energy for driving the non-contact IC tag is a power of several tens of mW (for example, the operating voltage is set to +2.5 V and the driving current is set to about 3.5 mA), this power is reduced by a piezoelectric ceramic. It is enough if it can be generated.

Accordingly, assuming how much vibration (sound wave) is applied to the piezoelectric ceramic, how much power, for example, how much current can be generated in the following calculation is calculated.
The following equation (1) gives an output current derived from a simple logic model of a piezoelectric ceramic (bimorph generator).
Io = jωAo, Ao = {d31 · W · L · (1 + β) · So} / {2 · s11E} (1)
In this equation (1), Io: output current, ω: angular frequency, d31: piezoelectric constant, W: width of piezoelectric ceramic, L: length of piezoelectric ceramic, β: (vibration) damping ratio, So: strain amount S11E: elastic compliance when the electric field is constant.

Further, wireless transmission for a non-contact IC tag to be driven is considered a normal application, and the capacitance (capacitor component) of the piezoelectric ceramic can be ignored.
For this reason, it is possible to obtain a sufficient voltage and current (power) by selecting a current l0 obtained from the above equation (1) and an appropriate resistance value and designing a circuit. Henceforth, only Io in the above equation will be considered.
For example, from the standard material characteristics of the piezoelectric ceramic, the parameters necessary for the above equation (1) take the following numerical values.
Piezoelectric strain constant (piezoelectric constant) d31 (unit: [10 ⁻¹² m / V]) → −130 to −230,
Elastic compliance (elastic constant) s11E (unit: [10 ⁻¹² m ² / N]) → 12 to 16,

The median values of the piezoelectric strain constant and the elastic compliance, that is, d31 = −180 [10 ⁻¹² m / V], s11E = 14 (unit: [10 ⁻¹² m ² / N]), formula (1) Substituting into, perform the following calculation.
Further, as another parameter in the equation for obtaining Ao in equation (1), assuming a measurement condition that ultrasonic waves are continuously applied, the vibration is not attenuated, so β = 0, and the piezoelectric ceramic width (W) It is assumed that the lengths (L) of the piezoelectric ceramics are both 10 mm (that is, 10 [10 ⁻³ m]), and the maximum strain amount (So) is approximately 1/100.

Thereby, from the equation (1),
Ao = {d31 · W · L · (1 + β) · So} / {2 · s11E}
= {-180 · 10 · 10 · (1 + 0) · 1/100} / {2 · 14}
= {-180 · 10 · 10/100} / {28}
= -180 / 28
≈−6.4 × 10 ⁻⁶ [m · N / V] (2)
Is required.

Next, as a condition of ultrasonic diagnosis in the concrete structure 2, as another background art, for example, an ultrasonic generator (vibration generating unit 4) having an ultrasonic wave of about 0.5 MHz and a diameter of 40 mm is used for the structure diagnosis. From the concrete surface of the concrete structure 2 is added.
Therefore, when the frequency of this same ultrasonic wave is 0.5 MHz, substituting this frequency and the result of equation (2) into Io = jωAo,
Io = jωAo = j · (2π · 0.5 × 10 ⁶ ) · (−6.4 × 10 ⁻⁶ )
= J · π · (-6.4)
= J · (−6.4π) [A] (3)
Current is required.
In addition, the unit conversion in the last line of the calculation in the expression (3) will be described a little.
Each unit is given as follows by the assembly unit expressed by the division of the basic unit.
Frequency [Hz] = [1 / s]
Energy [J] = [N · m]; Force [N] = [J / m]
Charge [C] = [A · s] → [A] = [C / s]
Voltage [V] = [J / C] → [C] = [J / V]

Therefore, in the above equation (3),
Current [A] = [C / s] = [J / (V · s)]
= [N · m / (V · s)] = [m · N · Hz / V]
The relationship is used.

And assuming the vibration start radio | wireless apparatus 1 embedded to the depth of 0.3 [m] from the concrete surface of the concrete structure 2, the following processes are performed.
The area S-tag of the vibration starting wireless device 1 as seen from the surface is 10 × 10 [mm ² ], that is, 10 ² [10 ⁻⁶ m ² ].
・ Assuming that ultrasonic waves diffuse hemispherically from the concrete surface in the depth direction,
By dividing by the half of the surface area (4π (0.3) ² ) [m ² ] of the sphere S-globe, the intensity of the ultrasonic wave propagating to the vibration starting radio device 1 is obtained, and a current proportional to this is vibrated. It is generated by the vibration / power converter 12 of the activation wireless device 1.

In other words, in the equation (3), as Io having a depth of 0.3 m,
Io = jωAo · S-tag / {(1/2) · S-globe}
= J · (−6.4π) · (10 ² × 10 ⁻⁶ ) / {(1/2) · 4π (0.3) ² }
= J · (−6.4) × 10 ⁻⁴ /{2.0.09}
= J · (−3.6) [10 ⁻³ A]
= J · (−3.6) [mA] (4)
Generates electric current, that is, vibration energy can be converted into electrical energy by using a piezoelectric ceramic bimorph generator.

Accordingly, the vibration generating unit 4 is supplied from an ultrasonic generator (frequency: 0.5 MHz) for diagnosing a concrete structure, and a current value of 3.5 mA necessary for operating the initially assumed IC tag is made of piezoelectric ceramic. It can be seen that it can occur.
In the calculation described above, the depth is 0.3 m from the concrete surface of the concrete structure 2. However, it is considered possible to measure even deeper concrete by giving the necessary vibration strength.
The reason is that in the above calculation, the propagation of ultrasonic waves is a perfect hemisphere, and this assumes that the contact between the ultrasonic generator and the concrete surface is the theoretical concentration point.
However, since the contact area between the actual ultrasonic generator and concrete is about several to several tens of centimeters in diameter, the diffusion of ultrasonic waves in the vertical direction is less than that of a hemisphere, and the power of the ultrasonic waves is reduced accordingly. This is because it goes deeper.

Next, with reference to FIG. 1, FIG. 3 and FIG. 4, operations of the vibration starting radio apparatus 1 and the structure inspection apparatus 3 according to the first embodiment of the present invention will be described. FIG. 4 is a flowchart showing an operation example of the vibration starting radio apparatus 1 and the structure inspection apparatus 3 according to the first embodiment.
First, at the stage of construction of a structure using reinforced concrete, for example, a concrete structure 2, the vibration starting radio apparatus 1 is embedded.
The construction flow of reinforced concrete structures (houses) is as follows.
1. Foundation work (construction of the foundation part of the structure)
↓
2. Assembling the outer wall formwork (Assembling the climbing formwork on the foundation)
↓
3. Reinforcing bar assembly (reinforcing bars inside and outside of the outer formwork)
↓
4. Installation of heat insulating material (A heat insulating board is attached to the entire inner wall)
↓
5. Assembling the ceiling part (Installing a heat insulation board on the ceiling part of the formwork)
↓
6. Complete the formwork (complete the formwork to the top)
↓
7. Concrete pouring (concrete pouring into every corner of the formwork)
↓
8. Dismantling the formwork (remove the formwork panel after the concrete is hardened)
↓
9. Completion (completion of reinforced concrete housing)

There are the following two methods for embedding.
(1) As a 1st embedding method, when constructing the concrete structure 2 comprised with a reinforced concrete, there exists a step of assembling a reinforcing bar.
At this stage, the vibration activation radio apparatus 1 is fixed to the assembled rebar at the attachment position, and then concrete placement (pouring) is performed, so that it can be embedded in a desired three-dimensional matrix arrangement position.

(2) As a second embedding method, there is a method of inserting the vibration starting radio apparatus 1 in the middle of placing concrete after assembling the reinforcing bars.
That is, the concrete placement is divided into a plurality of stages (stages corresponding to the number of rows in the y-axis in the height direction of the three-dimensional matrix), and during that stage, the placement position is placed on the concrete that has been placed first. Designate and insert (arrange) the vibration starting wireless device 1.
By sequentially repeating this process, the placed vibration activation radio apparatus 1 that has been arranged is completely embedded in the concrete by placing the vibration activation radio apparatus 1 into the concrete, and a desired three-dimensional matrix is obtained. It can be embedded in the arrangement position.

When the concrete structure 2 is constructed, it is determined in advance and embedded in the position by one of the two methods described above. And it is recorded and is grasped at the time of inspection. Here, as an example in FIG. 1, the vibration starting radio apparatus 1 is embedded in a predetermined position in the concrete structure 2 so as to be arranged in a three-dimensional matrix form in which the result can be easily confirmed (step S <b> 1).
Similarly, in each concrete structure 2, the vibration activation radio apparatus 1 is embedded in a predetermined position. At this time, the correspondence between the arrangement information and the identification information of the vibration activation radio apparatus 1 embedded in the position is determined according to each concrete structure. Each object 2 is written in the database 9 by the instruction operation and display unit 7 as an arrangement table.

As shown in FIG. 1, the measurement position defined as the measurement surface at the time of embedding is marked (the position where the vibration generating unit 4 is placed in close contact with the measurement position number of this measurement position is indicated). On the predetermined surface of the structure 2 (the xy plane composed of the x-axis and the y-axis), the vibration generating unit 4 is arranged in order at the marks of the respective measurement positions, and the vibration of the predetermined frequency is applied to the concrete structure. The initial measurement at the time of construction is performed (step S2).
At this time, each vibration activation radio apparatus 1 is activated by being given a predetermined vibration, and transmits a radio signal to which its own identification number is added.

The receiving unit 6 extracts identification information from the received radio signal, and sequentially outputs the identification information to the analyzing unit 8 in the order of reception.
Then, the analysis unit 8 converts the sequentially inputted identification information into the corresponding arrangement position number with reference to the arrangement table, and the corresponding measurement position number and arrangement position in the measurement result list of FIG. Write “1” in the column at the position of the number.
Here, in the initial state of the list of the database 9, all the columns describing the result of whether or not a radio signal corresponding to each measurement position number and arrangement position number is received are “0”.
This measurement position number is input from the instruction operation and display unit 7 by the user when the vibration generating unit 4 is arranged at the measurement position.

The measurement at each measurement position described above is performed for a predetermined time, that is, radio signals from all the vibration activation radio apparatuses 1 to which radio signals are input are input twice or more (multiple times) from the same vibration activation radio apparatus 1. The time until the point of being continued.
At this time, the setting and control unit 5 starts the vibration supply by the user, and the analysis unit 8 converts the radio signals from all the vibration activation radio devices 1 to which the radio signals are input into the same vibration activation radio device 1. 2 is input two or more times (multiple times), the detection result is output to the setting and control unit 5, and the control unit 5 detects that the detection result has been input and stops the supply of vibration.
The initial measurement described above is performed for each measurement position, and when one concrete structure 2 is completed, the same measurement is performed on the next concrete structure 2, and the analysis unit 8 is input for each measurement. The measurement results are sequentially written in a list of initial values (hereinafter, this one inspection result will be referred to as 2 units of concrete structure).

Next, the analysis unit 8 receives a radio signal from the vibration activation radio apparatus 1 in a predetermined range of each layer in the z direction (depth direction) as a measurement result at each measurement position in the concrete structure 2 unit. Determine whether or not.
The predetermined range indicates a range in which the energy of vibration activated by the vibration activation wireless device 1 propagates experimentally obtained in the material characteristics of the concrete structure 2.

Then, the analysis unit 8 refers to the list, and for each concrete structure 2, a predetermined number of vibration activation wireless devices 1 within a predetermined range set in advance at all measurement positions ( For example, whether or not a radio signal is input is detected from 90% or more of all the vibration activation wireless devices 1 within a predetermined range (step S3).
At this time, the analysis unit 8 performs the above-described detection on all the concrete structures 2 to be analyzed in the database 9, and then starts vibration activation radio waves within a predetermined range at all measurement positions in each concrete structure 2. If it is detected from the predetermined number of devices 1 that radio signals are input, the process for the corresponding concrete structure 2 proceeds to step S4, while the vibration activated radio device in the predetermined range at any measurement position When it is detected that no radio signal is input from the predetermined number of 1, the process for the corresponding concrete structure 2 proceeds to step S9.

Next, in step 3, the analysis unit 8 detects all the concrete structures 2 (in which radio signals are input from a predetermined number of the vibration activation wireless devices 1 within a predetermined range at all measurement positions ( A list corresponding to the same structure constructed in the past) is sequentially read out from the database 9, and the read-out list is sequentially compared in a one-to-one manner in all combinations, and the other concrete structures 2 and the list. It is determined whether or not the data patterns “1” and “0” in the column No. match at a predetermined ratio (for example, a ratio of 90% or more) (step S4).
At this time, if the analysis unit 8 performs the above detection on all the concrete structures 2 in the database 9 and then detects that they match the other concrete structures 2 at a predetermined ratio, this concrete structure The process for the object 2 proceeds to step S5. On the other hand, if it is detected that the other concrete structure 2 does not coincide with the predetermined ratio, the process for the concrete structure 2 proceeds to step S9.

Next, for each predetermined period, in the same manner as the initial measurement in step S2, the measurement position defined as the measurement surface at the time of embedding is marked on the predetermined surface of the concrete structure 2 in order. The vibration generating unit 4 is disposed on the concrete structure 2 to give a vibration having a predetermined frequency to the concrete structure 2, and a progress measurement as a periodic diagnosis is performed (step S5).
At this time, each vibration activation radio apparatus 1 is activated by being given a predetermined vibration, and transmits a radio signal to which its own identification number is added.

The receiving unit 6 extracts identification information from the received radio signal, and sequentially outputs the identification information to the analyzing unit 8 in the order of reception.
Then, the analysis unit 8 converts the sequentially inputted identification information into the corresponding arrangement position number with reference to the arrangement table, and the corresponding measurement position number and arrangement position in the measurement result list of FIG. Write “1” in the column at the position of the number.
Here, in the initial state of the list of the database 9, all the columns describing the result of whether or not a radio signal corresponding to each measurement position number and arrangement position number is received are “0”.
This measurement position number is input from the instruction operation and display unit 7 by the user when the vibration generating unit 4 is arranged at the measurement position.

The measurement at each measurement position described above is performed for a predetermined time, that is, radio signals from all the vibration activation radio apparatuses 1 to which radio signals are input are input twice or more (multiple times) from the same vibration activation radio apparatus 1. The time until the point of being continued.
At this time, the setting and control unit 5 starts the vibration supply by the user, and the analysis unit 8 converts the radio signals from all the vibration activation radio devices 1 to which the radio signals are input into the same vibration activation radio device 1. 2 is input two or more times (multiple times), the detection result is output to the setting and control unit 5, and the control unit 5 detects that the detection result has been input and stops the supply of vibration.

The initial measurement described above is performed for each measurement position, and when one concrete structure 2 is completed, the same measurement is performed on the next concrete structure 2, and the analysis unit 8 is input for each measurement. The measurement results are sequentially written in the list of FIG. 2 (2 units of concrete structure) as the measurement history of periodic diagnosis.
Here, the list is generated by the analysis unit 8 as a separate file in time series in the order of measurement after the list of initial measurements in each holder of an independent holder for each concrete structure 2 after each initial periodic measurement. Is done.

And the analysis part 8 refers to the list of the database 9 for every concrete structure 2, the list of the measurement result in this periodical diagnosis, the measurement result of the last periodical diagnosis, and the measurement result of the initial measurement Are compared with each other to determine whether or not the data pattern of the list is different (step S6).
At this time, if the analysis unit 8 detects that the data patterns of the list are not different, the analysis unit 8 advances the analysis process for the concrete structure 2 to step S7, and the data patterns of the list are different. If this is detected, the analysis process for the concrete structure 2 proceeds to step S9.

Next, the analysis unit 8 sequentially reads from the database 9 the list corresponding to all the concrete structures 2 detected in step S6 to match the pattern of the past list, and the read list is a pair. Compare all the combinations in order, and the other concrete structures 2 and the data pattern of “1” and “0” in the list column match at a predetermined ratio (for example, a ratio of 90% or more). Is determined (step S4).
At this time, if the analysis unit 8 performs the above detection on all the concrete structures 2 in the database 9 and then detects that they match the other concrete structures 2 at a predetermined ratio, this concrete structure The process for the object 2 proceeds to step S8. On the other hand, if it is detected that the other concrete structure 2 does not coincide with the predetermined ratio, the process for the concrete structure 2 proceeds to step S9.
(This step S9 is performed to detect a case where the data pattern of the radio signal from the vibration starting radio apparatus 1 in the concrete structure 2 in which repair work or the like is repeated is significantly different from that of the other concrete structures 2. )

Then, the analysis unit 8 detects from the analysis results up to step S7 that the strength of the structure can be expected only for a predetermined period, for example, six months, and instructs the next periodic diagnosis to It displays on the display part 7 (step S8).
Thereby, the user performs measurement as a periodic diagnosis of the concrete structure 2 in accordance with the displayed schedule.

In step 9, the analysis unit 8 detects that there is an abnormality in the concrete structure 2 by any of the analysis processes up to step S7. Based on the confirmed arrangement position number of the vibration activation radio apparatus 1, a layout diagram of a three-dimensional matrix of each vibration activation radio apparatus 1 is generated, and any vibration activation radio apparatus 1 to which a radio signal should be input is activated. For example, it is estimated that there is an abnormality between the vibration activated radio apparatus 1 that does not transmit the radio signal and the vibration activated radio apparatus 1 that transmits the radio signal, and performs an instruction operation. In addition, the layout of the three-dimensional matrix is displayed on the display unit 7 and the display color of the portion having an abnormality is changed, so that the identification information of the concrete structure 2 having an abnormality in the user (for example, the holder of the structure ) And informs the abnormal location, the process proceeds to step 10.
Thus, the user performs a detailed diagnosis on the concrete structure 2 that has been notified of the abnormality by another method, and performs an appropriate process on the detected abnormal part.

Next, in step S10, in the periodic diagnosis table in which the interval of the periodical diagnosis is stored corresponding to each concrete structure 2 in the database 9, the user can use the display operation and display unit 7 until now. For the concrete structure 2, the setting changed to a shorter interval than the interval of the periodic diagnosis that seems to be newly valid is performed for the countermeasure performed in step S <b> 9, and the process returns to step S <b> 5.
That is, the user performs the process of step S <b> 9 according to the schedule for the next periodic diagnosis that the analysis unit 8 displays on the display operation and the display unit 7 at the interval of the new periodic diagnosis.

In the processing from step S1 to step S10 shown in FIG. 4 described above, each step is divided into the following three stages.
(1) When a structure is constructed (stage comprising steps S1, S2, S3, S4)
The vibration starting radio apparatus 1 is embedded at the time of construction, and the presence / absence of reception of a radio signal from the vibration starting radio apparatus 1 is measured.
And if there is a reception from a large number of embedded vibration-activated radio devices 1 tags (and if there is already the same structure, there is no significant difference compared with the list of measurement results), the next periodic You can rest assured until the diagnosis.
In the special case where this technology is first introduced, in addition to other diagnoses, how much range (depth from the surface and the position where the vibration generating part 4 is applied, how much in the x, y and z directions) It is necessary to verify whether there is any reception from the tag embedded in the area).

(2) When the structure is in good condition (stage comprising steps S5, S6, S7, S8)
Periodically diagnose each concrete structure 2 and compare it with the data pattern of the list measured at the time of construction or in the past (and the list of other concrete structures 2 of the same structure) Compared with the data pattern) Diagnosis (analysis processing of abnormal part) is performed.
If it is detected that the comparison result is the same, it can be detected that the condition of the concrete structure 2 is good.
This periodic diagnosis is a simple one that does not require the waveform analysis of the echo signal with respect to the applied vibration signal as in the conventional example, and the time required for the periodic diagnosis can be shortened.

(3) When detailed diagnosis is required (stage consisting of steps S9, S10, S5, S6, S7)
If the difference between the past data or the data pattern of the list with other concrete structures 2 of the same structure and the data pattern of the list measured by the periodic diagnosis is detected in the periodic diagnosis described above, an abnormality is detected. As a result, more detailed measurements are performed using different diagnostic methods. In some cases, reinforcement work is carried out based on the detailed measurement results.
In addition, for concrete structures 2 that have been detected as abnormal and have undergone reinforcement work, etc., the interval between subsequent periodic diagnoses is shortened, and changes in the data pattern of the list, that is, the progress of abnormalities in the concrete structure 2 are observed. It will be measured more closely.

<Second Embodiment>
Unlike the first embodiment, the second embodiment is not embedded in a structure such as the concrete structure 2 shown in FIG. 1, but is a sleeper 20 laid under the rail 22 of the railway shown in FIG. Or it is the structure which attaches and uses the vibration starting radio | wireless apparatus 1 to the support part 30 which supports the rail 32 of the roller coaster 31 of the amusement park shown in FIG.
However, in the second embodiment, the vibration starting radio apparatus 1 has the same configuration as that of the first embodiment.

Second, the structure inspection apparatus 2 according to the embodiment has an analysis process flow substantially the same as that of the first embodiment, but is different in the following parts, and further, operation parts sequentially different from those of the first embodiment. Will also be explained.
The structural difference is that in the configuration of FIG. 5, the vibration caused by the contact between the wheel 23 of the train 21 and the rail 22 during traveling is used as the vibration for starting the vibration starting radio apparatus 1. In the configuration, since the vibration caused by the contact between the wheel 33 and the rail 32 of the roller coaster 31 during traveling is used as the vibration for starting the vibration starting radio apparatus 1, the structure inspection apparatus 3 of the second embodiment uses the first The vibration generating unit 4 and the setting and control unit 5 for controlling the vibration generating unit 4 in the embodiment are not required as configurations.
With the above-described configuration, the structure inspection apparatus 3 according to the second embodiment is mounted on the train 21 or the roller coaster 31, and performs an abnormality detection process for the sleepers 20 and the support unit 30 in real time.

Moreover, the resonance part 11 in the structure inspection apparatus 3 is set to resonate with the frequency of vibration during normal operation with respect to the operation of the vehicle (the train 21 or the roller coaster 31) during normal operation.
For example, assuming that the gravel below the sleepers 20 flows due to rain, the vibration activation wireless device 1 is not activated depending on the vibration of the frequency in this case, which is abnormal.
By doing so, the vibration starting radio apparatus 1 is given a vibration having a preset normal frequency, so that the resonance unit 11 amplifies the vibration and supplies it to the vibration / power conversion circuit 12. It is activated and sends its own identification information to the activation information.
In the structure inspection apparatus 3, the reception unit 6 receives a radio signal from the vibration activation radio apparatus 1, extracts identification information from the radio signal, and outputs the identification information to the analysis unit 8.

The database 9 stores an arrangement table showing correspondence between the identification information and arrangement position information (position information of the sleepers 30) indicating an arrangement position where the vibration activation wireless device 1 is arranged.
The processing in the analysis unit 8 is the same as that in the first embodiment, and the initial measurement with the vibration-driven radio device 1 is performed. Depending on whether the initial measurement and the past data pattern are different in the periodic diagnosis, Perform detection.
The analysis unit 8 extracts an arrangement position corresponding to the input identification information by referring to the arrangement table, and writes the presence / absence of transmission of a radio signal in the list corresponding to the arrangement position.

In FIG. 5, as a part corresponding to the structural unit of the first embodiment, a periodical region is associated with a predetermined number of sleepers 30 in a range where vibration propagates, and a measurement position in the region is a rail. A mark (for example, a magnetic tape) is provided, and the structure inspection apparatus 3 reads this mark to detect the measurement position number of the measurement position.
In FIG. 6, as a portion corresponding to the structural unit of the first embodiment, a region having a close shape is selected and corresponded within the range in which the vibration propagates, and the measurement position in the region is the rail as in FIG. 5. A mark (for example, a magnetic tape) is provided to the structure, and the structure inspection apparatus 3 reads the mark to detect the measurement position number of the measurement position.
Suddenly, as in the case of the train, the roller coaster can grasp the measurement position from the travel distance (elapsed time) from the departure point. Further, it is determined from the identification information included in the radio signal of the radio device 1 of the vibration activation radio device 1.
The following can be considered as methods for grasping and measuring other measurement positions.
The measurement position of the train can be grasped by the travel distance (elapsed time) from the station. The measurement position can be specified by identification information included in the radio signal of the separate vibration activation radio apparatus 1 (this differs for each radio apparatus). If a radio signal from a certain radio device cannot be observed, radio signals having respective identification information are measured from the radio devices before and after the position, so that radio signals from radio devices that should be between those positions are measured. It can also be determined that only the signal could not be observed.

In the second embodiment, the following cases (some options (a) to (c)) are applied to the sleepers 20 of the train 21 and the support 30 of the roller coaster 31. Conceivable.
(A) The number of regular diagnoses is substantially increased by increasing the number of times the train 21 and the roller coaster 31 are loaded with the diagnostic measurement device.
(B) The number of floors for periodic diagnosis is substantially increased by operating the train 21 and the roller coaster 31 that have not been equipped with the structure inspection device 3 so far as the structure inspection device 3 is newly installed and operated. .
(C) Until now, not all data measured by the train 21 and the roller coaster 31 mounted on the structure inspection device 3 are recorded (because the amount of recorded data is very large).
Therefore, the frequency of the comparative diagnosis is increased by leaving the measured data as a history while keeping the installation and operation interval of the vibration starting wireless device 1 as they are.

  A program for realizing the functions of the structure inspection apparatus 3 in the first and second embodiments in FIG. 1 is recorded on a computer-readable recording medium, and the program recorded on the recording medium is stored in a computer system. The structure inspection process may be performed by reading and executing. Here, the “computer system” includes an OS and hardware such as peripheral devices. The “computer system” includes a WWW system provided with a homepage providing environment (or display environment). The “computer-readable recording medium” refers to a portable medium such as a flexible disk, a magneto-optical disk, a ROM, and a CD-ROM, and a storage device such as a hard disk built in the computer system. Further, the “computer-readable recording medium” refers to a volatile memory (RAM) in a computer system that becomes a server or a client when a program is transmitted via a network such as the Internet or a communication line such as a telephone line. In addition, those holding programs for a certain period of time are also included.

  The program may be transmitted from a computer system storing the program in a storage device or the like to another computer system via a transmission medium or by a transmission wave in the transmission medium. Here, the “transmission medium” for transmitting the program refers to a medium having a function of transmitting information, such as a network (communication network) such as the Internet or a communication line (communication line) such as a telephone line. The program may be for realizing a part of the functions described above. Furthermore, what can implement | achieve the function mentioned above in combination with the program already recorded on the computer system, and what is called a difference file (difference program) may be sufficient.

It is a block diagram which shows the structural example of the structure inspection system by the 1st Embodiment of this invention. It is a conceptual diagram which shows the structure of the list of each concrete structure 2 memorize | stored in the database 9 of FIG. It is a conceptual diagram which shows the structure of the vibration starting radio | wireless apparatus 1 by the 1st and 2nd embodiment of this invention. It is a flowchart which shows the operation example of the structure inspection system of FIG. It is a conceptual diagram which shows the structural example which applied the structural inspection system by the 2nd Embodiment of this invention to the railway. It is a conceptual diagram which shows the structural example which applied the structural inspection system by the 2nd Embodiment of this invention to the roller coaster of an amusement park.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 ... Vibration start radio | wireless apparatus 2 ... Concrete structure 3 ... Structure inspection apparatus 4 ... Vibration generation part 5 ... Setting and control part 6 ... Reception part 7 ... Instruction operation and display part 8 ... Analysis part 9 ... Database 11 ... Resonance part 12 ... Vibration / power conversion circuit 13 ... Control circuit 14 ... Transmission circuit

Claims (13)

A vibration / power converter that converts vibration energy into electrical energy;
A vibration starting radio apparatus, comprising: a transmitter that transmits a predetermined radio signal by the electric energy.   2. The vibration activation radio according to claim 1, further comprising a control unit that activates the transmission unit and outputs a radio signal when it is detected that the electrical energy exceeds a predetermined voltage value set in advance. 3. apparatus.   The vibration activation wireless device according to claim 1 or 2, wherein the transmission unit transmits the wireless signal with its identification information added thereto.   4. The control unit according to claim 2, wherein when the voltage exceeds a predetermined drive voltage, the control unit converts the voltage into a predetermined drive voltage and supplies the converted voltage to the transmission unit. 5. Vibration activated wireless device. A predetermined vibration is applied to the vibration activation radio apparatus according to any one of claims 1 to 4 provided in the structure, and a defect of the structure is detected by a radio signal transmitted by the activated vibration activation radio apparatus. A structure inspection device,
A structure inspection apparatus comprising a receiving unit for receiving the radio signal.   The structure inspection apparatus according to claim 5, further comprising a vibration generation unit that applies vibration to the structure.   Immediately after construction, there is a database in which vibration is applied at a predetermined measurement position of the structure and the vibration activation radio device activated for each measurement position and the arrangement position of each vibration activation radio device are stored as initial data. The structure inspection apparatus according to claim 5 or 6, wherein the structure inspection apparatus is provided.   By comparing the arrangement position of the vibration activated radio apparatus activated at each measurement position with the vibration applied at each measurement position, and the arrangement position of the vibration activated radio apparatus activated in the past stored in the database, the structure The structure inspection apparatus according to claim 7, further comprising an analysis unit that detects a position of a defect of the object. A wireless device that applies predetermined vibration to the vibration activation radio device according to any one of claims 1 to 4 provided at a predetermined and grasped position of the structure and transmits the vibration activation radio device that has been activated. A structure inspection method for detecting a defect of the structure by a signal,
A receiving process for receiving the wireless signal from the activated vibration starting wireless device by a receiving unit;
An analysis process for detecting the position of the defect of the structure by comparing the arrangement position of the activated vibration activation radio apparatus and the arrangement position of the vibration activation radio apparatus activated in the past stored in the database. Characteristic structure inspection method. A wireless device that applies predetermined vibration to the vibration activation radio device according to any one of claims 1 to 4 provided at a predetermined and grasped position of the structure and transmits the vibration activation radio device that has been activated. A program for causing a computer to perform a structure inspection process for detecting a defect of the structure by a signal;
A receiving process for receiving the wireless signal from the activated vibration starting wireless device by a receiving unit;
A structure having an analysis process for comparing the arrangement position of the activated vibration activation radio apparatus activated and the arrangement position of the vibration activation radio apparatus activated in the past stored in the database and detecting the position of a defect in the structure A program that causes a computer to execute inspection processing.   10. The structure inspection method according to claim 9, wherein the positions determined and grasped in advance in the structure are in a matrix form.   The program according to claim 10, wherein the positions determined and grasped in advance in the structure are in a matrix form. A computer-readable recording medium on which the program according to claim 10 or 12 is recorded.

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