Non-destructive testing method and a non-destructive testing device for an anchor bolt

Abstract

The purpose of the present invention is to provide a nondestructive inspection method and nondestructive inspection device for an anchor bolt capable of quantitatively inspecting the health of an anchor bolt fixed to a foundation by a metallic anchor. Provided is a nondestructive anchor-bolt inspection method for inspecting the health of an anchor bolt fixed to a foundation by a metallic anchor, wherein a striking sound is produced through the striking of a portion of the anchor bolt exposed from the surface of the foundation, frequency information is obtained through the reception and frequency analysis of the signal waveform of the striking sound, and the health of the anchor bolt is nondestructively and quantitatively inspected on the basis of the frequency information for the signal waveform. Also provided is a nondestructive inspection device for an anchor bolt.

Claims

1. A non-destructive testing method of testing soundness of an anchor bolt fixed in a foundation by a metal anchor, the method comprising: hitting a portion of said anchor bolt exposed from a surface of said foundation causing a hitting sound, receiving a signal waveform of said hitting sound and subjecting the signal waveform to frequency analysis to obtain frequency information of said signal waveform, and quantitatively testing a soundness of said anchor bolt based on the relations between the frequency information of signal waveforms and the pull-out strength of anchor bolts.

2. The non-destructive testing method according to claim 1, the method further comprising: amplifying the signal waveform of said hitting sound, before the signal waveform of said hitting sound is subjected to frequency analysis, and subjecting the amplified signal waveform of the hitting sound to Fast Fourier Transform and thereby frequency-analyzing to obtain the frequency information of said signal waveform.

3. The non-destructive testing method according to claim 1, the method further comprising: comparing the frequency information of said signal waveform with database including frequency information of signal waveforms of anchor bolts of which soundness has been confirmed beforehand, whereby soundness of said anchor bolt is quantitatively tested.

4. The non-destructive testing method according to claim 3, wherein said database is compiled as relations between frequency information of signal waveforms and pull-out strength of anchor bolts.

5. A non-destructive testing device of an anchor bolt for testing soundness of an anchor bolt fixed in a foundation by a metal anchor, comprising: a hitting sound generating means configured to generate a hitting sound by hitting a portion of said anchor bolt exposed from a surface of said foundation; a sensor configured to receive the generated hitting sound; a signal processing device configured to obtain a signal waveform of the hitting sound received by said sensor and performing frequency analysis of said signal waveform to obtain frequency information of said signal waveform; and a device configured to quantitatively test soundness of said anchor bolt based on the relations between the frequency information of signal waveforms and the pull-out strength of anchor bolts.

6. The non-destructive testing device according to claim 5, wherein said testing device includes a database, the database including relations between frequency information of signal waveforms and pull-out strength of anchor bolts, and said testing device is configured to evaluate soundness of said anchor bolt by comparing said database with the frequency information of said signal waveform obtained by said signal processing device.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 A schematic illustration showing a non-destructive anchor bolt testing device in accordance with an embodiment of the present invention

(2) FIG. 2 A graph showing an example of signal waveform of the hitting sound received by the sensor

(3) FIG. 3 A graph showing an example of frequency information of the signal waveform obtained from frequency analysis by a signal processing device

(4) FIG. 4 A graph showing relations between tightening torques and the frequency information about anchor bolts to be tested

(5) FIG. 5 A graph showing relations between frequency information of signal waveforms and pull-out strength about anchor bolts to be tested

EMBODIMENTS OF CARRYING OUT THE INVENTION

(6) Referring to the figures, a non-destructive testing method and a non-destructive anchor bolt testing device regarding an embodiment of the present invention will be described below.

1. Non-Destructive Testing Device

(7) FIG. 1 is a schematic illustration showing a non-destructive anchor bolt testing device in accordance with the embodiment, which includes an impact hammer 2, a sensor 3, and a signal processing device 4. An anchor bolt 5 is inserted to a hole opened in a foundation 10 of a concrete structure and has an expanding portion which is expanded, so that it is fixed in foundation 10.

(8) Specifically, anchor bolt 5 is provided with a stud 51 and a sleeve (expanding portion) 52. Stud 51 has a male screw portion 53 and a wedge 54 for radially expanding sleeve 52. Anchor bolt 5 is inserted to a hole 11 in foundation 10, a nut 55 is screwed onto the male screw portion 53 of stud 51 protruding from foundation 10 and turned, whereby stud 51 and wedge 54 are pulled upward. At this time, sleeve (expanding portion) 52 is radially expanded by wedge 54, so that sleeve 52 bites into a wall surface of hole 11 and fixed in foundation 10. In other words, as wedge 54 moves, sleeve 52 expands and is fixed in foundation 10. Here, reference character 56 represents a washer.

(9) (1) Impact Hammer

(10) Impact hammer 2 is the hitting sound generating means for generating a hitting sound inside anchor bolt 5 by hitting a head portion 5a of anchor bolt 5, such as a nut 55, exposed from the surface of foundation 10. Impact hammer 2 is not specifically limited and a general, commercially available hammer may be used.

(11) (2) Sensor

(12) Sensor 3 is mounted in contact with anchor bolt 5, on an upper surface of head portion 5a of anchor bolt 5, and it receives a signal waveform of the hitting sound generated by the hitting by impact hammer 2. The hitting sound received by sensor 3 is thereafter transmitted to signal processing device 4. As sensor 3, mainly, an AE sensor as a piezoelectric element sensor receiving high frequency component in ultrasonic range (several tens kHz to several MHz) is used. It is not limiting, however, and a general sonic sensor may be used.

(13) (3) Signal Processing Device

(14) Signal processing device 4 is mounted for obtaining the signal waveform of the hitting sound received by sensor 3, performing frequency analysis and thereby obtaining frequency information of the signal waveform. It includes a signal amplifier (amp) for amplifying the signal waveform of the hitting sound transmitted from sensor 3, and a personal computer for analysis, performing frequency analysis of the amplified signal waveform of the hitting sound.

(15) The personal computer for analysis includes signal processing software for analyzing the signal waveform of hitting sound, and by performing frequency analysis such as FFT (Fast Fourier Transform) on the signal waveform of the hitting sound received by sensor 3, frequency information of the signal waveform can be obtained.

(16) Further, in a storage unit of the personal computer for analysis (Not shown in the drawing), frequency information of signal waveforms of anchor bolts, of which soundness has been confirmed beforehand, is obtained in advance through, for example, a mock-up test, and stored as database.

(17) Though a wedge type anchor, which is one of the fastening type metal anchors, has been described as an example, a driving type metal anchor is similar to the fastening type metal anchor in that it is fixed by means of the expanding portion and, therefore, the configuration above can be applied in the similar manner.

2. Non-Destructive Testing Method

(18) Next, the non-destructive testing method of quantitatively testing, in a non-destructive manner, soundness of an anchor bolt fixed in the foundation by a metal anchor, using the non-destructive testing device 1 will be described.

(19) First, head portion 5a of anchor bolt 5 embedded with the head portion 5a exposed from the surface of foundation 10 is hit by impact hammer 2, and whereby a hitting sound is generated in anchor bolt 5.

(20) The generated hitting sound is received by sensor 3 and transmitted to signal processing device 4, by which a signal waveform of the hitting sound is obtained. FIG. 2 shows an example of the obtained signal waveform of the hitting sound. As can be seen from FIG. 2, the signal waveform of the hitting sound generates by the impact of impact hammer 2, and attenuates gradually as time passes.

(21) Then, the signal waveform of said hitting sound is amplified by the signal amplifier of signal processing device 4. Thereafter, the amplified signal waveform of the hitting sound is subjected to FFT using signal processing software installed in the personal computer for analysis of signal processing device 4 and thus frequency-analyzed, whereby frequency information of the signal waveform is obtained. FIG. 3 shows an example of the obtained frequency information of the signal waveform.

(22) As can be seen from FIG. 3, a peak appears at a specific frequency. Therefore, if the frequency at which a peak appears and the peak height are known, it is possible to determine presence/absence of inappropriate installation or aging degradation of the anchor bolt, that is, it is possible to quantitatively assess and test soundness of the anchor bolt.

(23) Here, it is preferred that, as in the present embodiment, the obtained frequency information can be compared with pre-stored database, since it enables quantitative testing of the soundness of an anchor bolt in a shorter time with higher accuracy.

(24) Specifically, if relations between frequency information of the signal waveform and physical properties as an indicator of soundness of anchor bolts are stored in advance as database, the soundness of the anchor bolt can be evaluated by comparing the frequency information of the signal waveform obtained this time by signal processing device 4 with the database. As the physical property used as the indicator, pull-out strength is particularly preferable. If the relations between the frequency information of signal waveforms and the pull-out strength of anchor bolts are compiled as database, soundness of the anchor bolt can easily be evaluated based on the pull-out strength of the anchor bolt.

3. Effects of the Embodiment

(25) According to the present embodiment, based on the frequency information of the signal waveform obtained by frequency analysis of the signal waveform of the hitting sound, soundness of a portion, that cannot directly be observed visually, of the anchor bolt fixed in a foundation by a metal anchor can quantitatively tested in a non-destructive manner.

(26) Specifically, the non-destructive testing device in accordance with the present embodiment aims at quantitative testing soundness of a metal anchor in a non-destructive manner. Considering a metal anchor, the expanding portion of the anchor bolt is in tight contact with the base concrete. Therefore, signal waveform of the hitting sound allowing appropriate frequency analysis can be obtained. Further, since the frequency information obtained from the signal waveform of hitting sound changes reflecting inappropriate installation or aging degradation, it is possible to quantitatively test soundness in a non-destructive manner by using the non-destructive testing device in accordance with the present embodiment.

(27) Further, the frequency information used as the index in the non-destructive testing device of the present embodiment is obtained from the hitting sound derived from eigen frequency of the structure such as concrete or the anchor bolt. Therefore, by the comparison with the database, soundness of even a complicated structure can easily be tested.

(28) Intensity of peak frequency of the frequency information depends, for example, on surface roughness of the anchor bolt. The peak frequency and the intensity ratio of peak frequency, however, do not much depend on the surface roughness. Therefore, different from the reflection wave of an elastic wave, these are independent of the surface roughness of the object to be measured. Thus, highly accurate testing of soundness is possible.

(29) Further, in general, when a device, machine or the like is to be fixed on a foundation such as a concrete structure, it is often the case that the device or machine is connected to an anchor bolt with a nut or a base plate interposed. According to the present embodiment, it is possible to test soundness of the anchor bolt in a non-destructive manner without necessitating removal of such a nut or a base plate.

EXAMPLES

Example 1

1. Preparation of Samples for Example 1

(30) First, normal samples were formed by opening holes of a prescribed size in crack-free concrete and inserting M16 steel anchor bolts, and bad samples were formed by opening holes of a prescribed size in cracked (crack width: about 3 mm) concrete and inserting M16 steel anchor bolts.

1. Evaluation Method

(31) Then, tightening torque of a nut of anchor bolts of both normal samples and bad samples was regulated in five steps from 0 N.Math.m to 100 N.Math.m, and using said non-destructive testing method, frequency information corresponding to the tightening torque was obtained. Results are as shown in FIG. 4.

(32) In FIG. 4, the abscissa represents actually measured tightening torque, and the ordinate represents frequency corresponding to the tightening torque. It is noted, however, that when the tightening torque exceeded 50 N.Math.m in bad samples, concrete was broken. Therefore, results of bad samples with the tightening torque of 50 N.Math.m or higher are not plotted.

(33) TABLE-US-00001 TABLE 1 Tightening torque (N .Math. m) 0 15 30 50 100

3. Test Results

(34) It can be seen from FIG. 4 that in normal samples with crack-free concrete, the frequency information shifted to the high-frequency side as the tightening torque increased.

(35) On the other hand, in bad samples with cracked concrete, though the frequency information shifted to the high-frequency side as the tightening torque increased, same as in the samples without cracks, the frequency information has lower frequency as compared with the samples without cracks.

Example 2

(36) Next, focusing on the point that inappropriate installation or aging degradation lowers pull-out strength of an anchor bolt, correlation between the frequency information and the pull-out strength was calculated, and experiments were performed to evaluate possibility of testing soundness of an anchor bolt based on the correlation.

1. Preparation of Samples for Example 2

(37) A plurality of samples were prepared by opening holes of a prescribed size in concrete and inserting and fixing M16 steel anchor bolts.

2. Evaluation Method

(38) For each sample, pull-out strength was measured, and the frequency information was obtained using the above-described non-destructive testing method. The results are as shown in FIG. 5.

3. Test Results

(39) It can be seen from FIG. 5 that as the pull-out strength of anchor bolt increased, the frequency information shifted almost linearly to the high-frequency side. Therefore, if this relation is compiled beforehand as database, it is possible to easily know the pull-out strength of an anchor bolt and to evaluate soundness, by comparing the frequency information of the signal waveform obtained this time by the signal processing device with the pre-prepared database.

(40) It can be seen from the results in Example 1 and Example 2 that soundness of an anchor bolt fixed in a foundation by a metal anchor can be tested quantitatively in a non-destructive manner by obtaining the frequency information using said non-destructive testing device and said non-destructive testing method.

(41) The present invention has been described above with reference to the embodiments. However, the present invention is not limited to said embodiments. Various changes may be made on said embodiments within the scope identical or equivalent to that of the present invention.

DESCRIPTION OF THE REFERENCE NUMERALS

(42) 1 Non-destructive testing device 2 impact hammer 3 sensor 4 signal processing device 5 anchor bolt 5a head portion 10 foundation 11 hole 51 stud 52 sleeve 53 male screw portion 54 wedge 55 nut 56 washer