JPH0312509A - Method and device for measuring internal gap in concrete using ultrasonic wave - Google Patents
Method and device for measuring internal gap in concrete using ultrasonic waveInfo
- Publication number
- JPH0312509A JPH0312509A JP1147476A JP14747689A JPH0312509A JP H0312509 A JPH0312509 A JP H0312509A JP 1147476 A JP1147476 A JP 1147476A JP 14747689 A JP14747689 A JP 14747689A JP H0312509 A JPH0312509 A JP H0312509A
- Authority
- JP
- Japan
- Prior art keywords
- probe
- pulses
- frequency
- concrete
- ultrasonic
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2291/00—Indexing codes associated with group G01N29/00
- G01N2291/04—Wave modes and trajectories
- G01N2291/044—Internal reflections (echoes), e.g. on walls or defects
Landscapes
- Length Measuring Devices Characterised By Use Of Acoustic Means (AREA)
- Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、コンクIJ −ト構造物の品質管理および劣
化試験、あるいは材木、強化プラスチックFRP等の非
破壊検査に使用される超音波測定に係り、特に、−探触
子法によりコンクリート試験体の厚みおよび内部空隙の
測定を行う超音波を用いた測定方法および装置に関する
ものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention is applicable to ultrasonic measurement used for quality control and deterioration testing of concrete IJ-contact structures, or non-destructive testing of timber, reinforced plastic FRP, etc. In particular, the present invention relates to a measuring method and apparatus using ultrasonic waves for measuring the thickness and internal voids of a concrete specimen by a probe method.
[従来の技術]
建築、土木の分野において、コンクリートスラブの厚み
および内部空隙の測定は通常超音波測定により行われて
いる。その例を第4図に示す。第4図に示すものは、い
わゆる−探触子法と呼ばれているもので、探触子1から
発信された超音波パルスの反射波を探触子1で受信して
、当該受信信号の波形を図示しないオシロスコープ等の
表示手段に表示するようになされている。しかし、−探
触子法によってコンクリートスラブ2の厚み、および内
部空隙3の位置を測定しようとすると、スラブ底面や内
部空隙3からの反射波と送信パルスが重なりあって反射
波を明瞭に判別することは困難であった。[Prior Art] In the fields of architecture and civil engineering, the thickness and internal voids of concrete slabs are usually measured by ultrasonic measurement. An example is shown in FIG. What is shown in Fig. 4 is the so-called -probe method, in which the reflected wave of the ultrasonic pulse emitted from the probe 1 is received by the probe 1, and the received signal is The waveform is displayed on a display means such as an oscilloscope (not shown). However, when attempting to measure the thickness of the concrete slab 2 and the position of the internal void 3 using the -probe method, the reflected waves from the slab bottom and the internal void 3 overlap with the transmitted pulses, making it difficult to clearly distinguish the reflected waves. That was difficult.
そこで、第5図に示すように、送信用探触子5と受信用
探触子6の二つの探触子をそれぞれコンクリートスラブ
7の表面に配置し、送信用探触子5から超音波パルスを
発信し、コンクリートスラブ7の底面および内部空隙8
からの反射波を受信用探触子6で検出して、反射波形を
図示しないオシロスコープ等の表示手段に表示し、該反
射波形から超音波パルスの伝播時間を読み取ってコンク
リートスラブの厚みおよび内部空隙の位置を測定する、
いわゆる二探触子法が採用されてきている。Therefore, as shown in FIG. 5, two probes, a transmitting probe 5 and a receiving probe 6, are placed on the surface of the concrete slab 7, and the transmitting probe 5 generates an ultrasonic pulse. The bottom surface of the concrete slab 7 and the internal void 8
The receiving probe 6 detects the reflected wave from the concrete slab, displays the reflected waveform on a display means such as an oscilloscope (not shown), and reads the propagation time of the ultrasonic pulse from the reflected waveform to determine the thickness and internal voids of the concrete slab. measure the position of
The so-called two-probe method has been adopted.
口発明が解決しようとする課題]
しかし、二探触子法においても次のような問題があった
。つまり、従来の超音波測定装置や探触子においては、
使用される超音波の周波数成分は当該装置の性能によっ
て一義的に決定されてしまうために、コンクリートの材
質によっては超音波パルスが散乱あるいは減衰してしま
って測定を行えない場合があった。また、探触子5.6
にダンパー材を用いる等の特別なことは行われていない
ために、第6図に示すように送信パルスが長時間に渡っ
て振動するという現象もあり、測定精度は悪いものであ
った。また、二探触子法では二つの探触子をどのように
配置するかが面倒な問題であった。[Problems to be Solved by the Invention] However, the two-probe method also had the following problems. In other words, in conventional ultrasonic measuring devices and probes,
Since the frequency components of the ultrasonic waves used are uniquely determined by the performance of the device, depending on the material of the concrete, the ultrasonic pulses may be scattered or attenuated, making measurement impossible. Also, probe 5.6
Since no special measures were taken, such as using a damper material, there was a phenomenon in which the transmitted pulse vibrated for a long time, as shown in FIG. 6, and the measurement accuracy was poor. Furthermore, in the two-probe method, how to arrange the two probes is a troublesome problem.
本発明は、上記の課題を解決するものであって、コンク
リート試験体の厚みおよび内部空隙の位置の測定精度を
向上できる超音波を用いた測定方法および装置を提供す
ることを目的とするものである。The present invention solves the above-mentioned problems, and aims to provide a measuring method and apparatus using ultrasonic waves that can improve the measurement accuracy of the thickness of a concrete specimen and the position of internal voids. be.
[課題を解決するための手段]
上記の目的を達成するために、本発明の超音波を用いた
コンクリートの内部空隙の測定方法は、一つの探触子で
超音波パルスの発信および受信を行う超音波を用いた測
定方法において、前記探触子は高ダンピングの低周波◆
縦波探触子であり1、前記超音波パルスは変調パルスで
あり、かつ前記超音波パルスの周波数を変化させながら
前記探触子から発信し、前記探触子で受信した反射波の
エコーが略最大になる周波数を選択することを特徴とし
1 また、本発明の超音波を用いたコンクリートの内部
空隙の測定装置は、変調パルスとなされた超音波パルス
の発信および受信を行う高ダンピングの低周波φ縦波探
触子である探触子と、前記超音波パルスの発信周波数を
連続的に可変する可変周波数発信手段と、前記探触子で
受信した信号の波形を表示する表示手段とを具備するこ
とを特徴とする。[Means for Solving the Problems] In order to achieve the above object, the method for measuring internal voids in concrete using ultrasound according to the present invention includes transmitting and receiving ultrasonic pulses with one probe. In a measurement method using ultrasonic waves, the probe uses high damping low frequency◆
It is a longitudinal wave probe 1, the ultrasonic pulse is a modulated pulse, and the ultrasonic pulse is emitted from the probe while changing its frequency, and the echo of the reflected wave received by the probe is The device for measuring internal voids in concrete using ultrasonic waves according to the present invention is characterized by selecting a frequency that is approximately the maximum. A probe that is a frequency φ longitudinal wave probe, variable frequency transmitting means for continuously varying the transmitting frequency of the ultrasonic pulse, and display means for displaying the waveform of the signal received by the probe. It is characterized by comprising:
[作用]
本発明においては、超音波パルスの発信周波数を可変と
したので、試験体の性質に応じた最適な周波数の超音波
パルスを用いて測定を行うことができるものである。ま
た、探触子として高ダンピングの低周波拳縦波探触子を
用い、更に発信パルスを変調パルスとしたので、発信パ
ルスの振動時間を短くでき、発信パルスと反射波を明確
に分離することができるものである。[Function] In the present invention, since the transmission frequency of the ultrasonic pulse is made variable, measurement can be performed using an ultrasonic pulse of an optimum frequency depending on the properties of the test specimen. In addition, since a high-damping, low-frequency fist longitudinal wave probe is used as the probe, and the emitted pulse is a modulated pulse, the vibration time of the emitted pulse can be shortened, making it possible to clearly separate the emitted pulse and the reflected wave. It is something that can be done.
[実施例] 以下、図面を参照しつつ実施例を説明する。[Example] Examples will be described below with reference to the drawings.
第1図は本発明の1実施例の構成を示す図であり、図か
ら明らかなように、本発明においては一探触子法を採用
する。第1図において、11は可変周波数発信手段であ
り、コンクリートの材質に応じた周波数の超音波パルス
を探触子12から発信できるようにするために設けられ
ているものである。このことにより従来生じていたコン
クリートスラブ内での超音波パルスの散乱、減衰を防止
することができる。探触子12から発信された超音波パ
ルス14は図示しないコンクリートスラブの底面および
内部空隙で反射し、該反射波15は探触子12で検出さ
れて、オシロスコープ等の表示手段13で波形として表
示される。FIG. 1 is a diagram showing the configuration of one embodiment of the present invention, and as is clear from the figure, a single probe method is adopted in the present invention. In FIG. 1, reference numeral 11 denotes a variable frequency transmitting means, which is provided to enable the probe 12 to transmit ultrasonic pulses having a frequency corresponding to the material of the concrete. This makes it possible to prevent scattering and attenuation of ultrasonic pulses within the concrete slab, which conventionally occurs. The ultrasonic pulse 14 emitted from the probe 12 is reflected by the bottom surface and internal voids of the concrete slab (not shown), and the reflected wave 15 is detected by the probe 12 and displayed as a waveform on a display means 13 such as an oscilloscope. be done.
また、−探触子法の場合、反射波と送信パルスが重なり
合う問題があることは前に述べたところであるが、これ
は従来の縦波探触子は発信パルスの振動時間が長いため
であるので、本発明においては、発信パルス14を例え
ば第2図に示すような変調パルスとすること、および探
触子12を高ダンピングの低周波・縦波探触子とするこ
とで発信パルスのパルス幅を短くしている。つまり、発
信パルスを従来のような減衰振動型パルスではなく変調
パルスとすることで高調波成分を低減し、一つの中心周
波数成分を持つ広帯域な超音波を発信させることができ
、また、探触子12を高ダンピングの低周波・縦波探触
子とすることによりパルス幅を従来の1/100程度に
することができるので、これらの結果発信パルス幅を短
くでき、従って発信パルスと反射波が重なり合うことを
防止できるのである。In addition, as mentioned earlier, in the case of the -probe method, there is a problem in which the reflected wave and the transmitted pulse overlap, but this is because the vibration time of the transmitted pulse is long in conventional longitudinal wave probes. Therefore, in the present invention, the transmitted pulse 14 is a modulated pulse as shown in FIG. 2, and the probe 12 is a highly damped low frequency/longitudinal wave probe. The width is shortened. In other words, by using a modulated pulse instead of the conventional damped oscillation type pulse as the transmission pulse, harmonic components can be reduced and broadband ultrasonic waves with one center frequency component can be transmitted. By using the probe 12 as a low frequency/longitudinal wave probe with high damping, the pulse width can be reduced to about 1/100 of the conventional one.As a result, the emitted pulse width can be shortened, and the emitted pulse and reflected wave can be It is possible to prevent them from overlapping.
次に、第1図の構成によるコンクリートの内部空隙の測
定方法を述べる。Next, a method for measuring internal voids in concrete using the configuration shown in FIG. 1 will be described.
先ず、第4図に示すものと同様に、試験体であるコンク
リートスラブの表面に探触子12を配置して超音波パル
スをコンクリート中に放射し、コンクリートスラブの底
面および内部空隙からの反射波を探触子12で受信する
。この際、可変周波数発信手段11により発信周波数を
100kHz程度から500kllz程度まで連続的に
変化させて反射波のエコーの高さが最も高くなる周波数
を選択する。このときの受信波形の例を第3図に示す。First, similar to the one shown in Fig. 4, the probe 12 is placed on the surface of a concrete slab as a test specimen, and ultrasonic pulses are emitted into the concrete to detect reflected waves from the bottom surface and internal voids of the concrete slab. is received by the probe 12. At this time, the variable frequency transmitting means 11 continuously changes the transmitting frequency from about 100 kHz to about 500 kHz, and selects the frequency at which the height of the echo of the reflected wave is the highest. An example of the received waveform at this time is shown in FIG.
第3図においてAで示すものは発信パルスの反射波であ
り、Bで示すものは底面または内部空隙による反射波で
ある。図から発信パルスと反射波は重なり合っていない
ことが分かる。いま、超音波パルスを発信してから反射
波Bの立ち上がりまでの時間をTとし、予め求められて
いる当該周波数の超音波のコンクリート内での基準速度
をVとすると、反射源である底面または内部空隙のコン
クリートスラブ表面からの位置りは、D=VXTで求め
ることができる。In FIG. 3, the wave indicated by A is a reflected wave of the transmitted pulse, and the wave indicated by B is a wave reflected by the bottom surface or internal void. It can be seen from the figure that the transmitted pulse and reflected wave do not overlap. Now, let T be the time from when the ultrasonic pulse is transmitted until the rise of the reflected wave B, and let V be the predetermined standard velocity of the ultrasonic wave within the concrete of the frequency, then the reflection source, the bottom surface or The position of the internal void from the concrete slab surface can be determined by D=VXT.
以上、本発明の1実施例について説明したが、本発明は
上記実施例に限定されるものではなく、種々の変形が可
能である。例えば、超音波パルスの周波数の可変範囲は
測定の対象となっている物体の性質に応じて適宜変える
ことができる。また、上記の実施例ではコンクリートス
ラブの厚みおよび内部空隙の位置の測定の例をあげたが
、本発明はコンクリートに限らず木材、FPR等の非破
壊検査にも適用できるものである。Although one embodiment of the present invention has been described above, the present invention is not limited to the above embodiment, and various modifications are possible. For example, the frequency range of the ultrasonic pulse can be changed as appropriate depending on the properties of the object being measured. Further, in the above embodiment, an example was given of measuring the thickness of a concrete slab and the position of internal voids, but the present invention is applicable not only to concrete but also to non-destructive inspection of wood, FPR, etc.
[発明の効果コ
以上の説明から明らかなように、本発明によれば、■超
音波パルスの発信周波数を可変としたので、試験体の性
質に応じた最適な周波数の超音波パルスを用いて測定を
行うことができる、■探触子として高ダンピングの低周
波争縦波探触子を用い、更に発信パルスを変調パルスと
したので、発信パルスの振動時間を短くでき、発信パル
スと反射波を明確に分離することができる、等の優れた
効果を有するものであり、これらの相乗効果として測定
精度を向上させることができるものである。[Effects of the Invention] As is clear from the above explanation, according to the present invention, ■ The transmission frequency of the ultrasonic pulse is made variable, so that ultrasonic pulses with the optimal frequency depending on the properties of the test specimen can be used. A high-damping, low-frequency longitudinal wave probe is used as the probe, and the emitted pulse is a modulated pulse, so the vibration time of the emitted pulse can be shortened, and the emitted pulse and reflected wave can be It has excellent effects such as being able to clearly separate the two, and as a synergistic effect of these, measurement accuracy can be improved.
第1図は本発明に係る1実施例の構成を示す図、第2図
は発信パルスの例を示す図、第3図は本発明による受信
波形の例を示す図、第4図は一探触子法を示す図、第5
図は二探触子法を示す図、第6図は従来の発信パルスの
振動を示す図である。
11・・・可変周波数発信手段、12・・・探触子、1
3・・・表示手段。
第3図
第4図
17朶触予
/
第5図
第
図FIG. 1 is a diagram showing the configuration of an embodiment according to the present invention, FIG. 2 is a diagram showing an example of a transmitted pulse, FIG. 3 is a diagram showing an example of a received waveform according to the present invention, and FIG. Diagram showing the tactile method, No. 5
The figure shows the two-probe method, and FIG. 6 shows the vibration of a conventional transmitted pulse. 11... Variable frequency transmitting means, 12... Probe, 1
3...Display means. Fig. 3 Fig. 4 Fig. 17 Section / Fig. 5 Fig.
Claims (2)
行う超音波を用いたコンクリートの内部空隙の測定方法
において、前記探触子は高ダンピングの低周波・縦波探
触子であり、前記超音波パルスは変調パルスであり、か
つ前記超音波パルスの周波数を変化させながら前記探触
子から発信し、前記探触子で受信した反射波のエコーが
略最大になる周波数を選択することを特徴とする超音波
を用いたコンクリートの内部空隙の測定方法。(1) In a method for measuring internal voids in concrete using ultrasonic waves in which one probe transmits and receives ultrasonic pulses, the probe is a high damping low frequency/longitudinal wave probe. , the ultrasonic pulse is a modulated pulse, and is transmitted from the probe while changing the frequency of the ultrasonic pulse, and selects a frequency at which the echo of the reflected wave received by the probe is approximately maximum. A method for measuring internal voids in concrete using ultrasonic waves.
受信を行う高ダンピングの低周波・縦波探触子である探
触子と、前記超音波パルスの発信周波数を連続的に可変
する可変周波数発信手段と、前記探触子で受信した信号
の波形を表示する表示手段とを具備することを特徴とす
る超音波を用いたコンクリートの内部空隙の測定装置。(2) A probe that is a high damping low frequency/longitudinal wave probe that transmits and receives ultrasonic pulses made into modulated pulses, and a variable frequency probe that continuously varies the transmission frequency of the ultrasonic pulses. An apparatus for measuring internal voids in concrete using ultrasonic waves, comprising a transmitting means and a display means for displaying a waveform of a signal received by the probe.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1147476A JPH0312509A (en) | 1989-06-09 | 1989-06-09 | Method and device for measuring internal gap in concrete using ultrasonic wave |
| GB9004008A GB2232487B (en) | 1989-06-09 | 1990-02-22 | Ultrasonic measuring apparatus including a high-damping probe |
| US07/483,843 US5078013A (en) | 1989-06-09 | 1990-02-23 | Ultrasonic measuring apparatus using a high-damping probe |
| DE4006454A DE4006454A1 (en) | 1989-06-09 | 1990-03-01 | STRONG DAMPING MEASURING PART AND ULTRASONIC MEASURING DEVICE |
| KR1019900003647A KR910001359A (en) | 1989-06-09 | 1990-03-19 | High damping transducer and ultrasonic measuring device using it |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1147476A JPH0312509A (en) | 1989-06-09 | 1989-06-09 | Method and device for measuring internal gap in concrete using ultrasonic wave |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0312509A true JPH0312509A (en) | 1991-01-21 |
Family
ID=15431253
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1147476A Pending JPH0312509A (en) | 1989-06-09 | 1989-06-09 | Method and device for measuring internal gap in concrete using ultrasonic wave |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0312509A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04348274A (en) * | 1991-02-06 | 1992-12-03 | Toko Denki Kk | Method and apparatus for detecting submersion in electric equipment case |
| JPH08338715A (en) * | 1995-06-13 | 1996-12-24 | Mitsubishi Chem Corp | Wall thickness measurement method using ultrasonic waves |
| JP2009047553A (en) * | 2007-08-20 | 2009-03-05 | National Maritime Research Institute | Deterioration damage evaluation system using ultrasonic waves, deterioration damage evaluation apparatus using ultrasonic waves, deterioration damage evaluation method using ultrasonic waves, deterioration damage evaluation program using ultrasonic waves |
| CN116698267A (en) * | 2023-05-06 | 2023-09-05 | 成都飞机工业(集团)有限责任公司 | Non-invasive method for detecting fluid pressure of liquid filling pipeline of hydraulic system |
-
1989
- 1989-06-09 JP JP1147476A patent/JPH0312509A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04348274A (en) * | 1991-02-06 | 1992-12-03 | Toko Denki Kk | Method and apparatus for detecting submersion in electric equipment case |
| JPH08338715A (en) * | 1995-06-13 | 1996-12-24 | Mitsubishi Chem Corp | Wall thickness measurement method using ultrasonic waves |
| JP2009047553A (en) * | 2007-08-20 | 2009-03-05 | National Maritime Research Institute | Deterioration damage evaluation system using ultrasonic waves, deterioration damage evaluation apparatus using ultrasonic waves, deterioration damage evaluation method using ultrasonic waves, deterioration damage evaluation program using ultrasonic waves |
| CN116698267A (en) * | 2023-05-06 | 2023-09-05 | 成都飞机工业(集团)有限责任公司 | Non-invasive method for detecting fluid pressure of liquid filling pipeline of hydraulic system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5078013A (en) | Ultrasonic measuring apparatus using a high-damping probe | |
| Gudra et al. | Non-destructive strength characterization of concrete using surface waves | |
| JPH0525045B2 (en) | ||
| KR870000590A (en) | Defect detection method and apparatus of metal | |
| Brigante et al. | Acoustic methods for the nondestructive testing of concrete: A review of foreign publications in the experimental field | |
| Berriman et al. | Humidity and aggregate content correction factors for air-coupled ultrasonic evaluation of concrete | |
| Salazar et al. | Ultrasonic inspection of batters for on-line process monitoring | |
| EP0212899A2 (en) | Ultrasonic testing of materials | |
| US20110179873A1 (en) | Apparatus for the non-destructive testing of samples using ultrasonic waves | |
| JPH0312509A (en) | Method and device for measuring internal gap in concrete using ultrasonic wave | |
| JPH04323553A (en) | Method and device for ultrasonic resonance flaw detection | |
| JP2740872B2 (en) | Method of measuring compressive strength of concrete using ultrasonic waves | |
| Ohtsu et al. | Development of non-contact SIBIE procedure for identifying ungrouted tendon duct | |
| JPH09280848A (en) | Surface thickness judging method of multi-ply material and device therefor | |
| JP2001305112A (en) | Ultrasonic flaw detection method | |
| RU2011193C1 (en) | Device for ultrasonic inspection of articles | |
| JP2824488B2 (en) | Method of measuring plate thickness of concrete structure by ultrasonic pulse reflection method | |
| JP2004191133A (en) | Ultrasonic flaw detector | |
| Shoji et al. | Fundamental study on guided wave testing of cylindrical bars embedded in soil | |
| Smith | The use of surface scanning waves to detect surface-opening cracks in concrete | |
| JPH0821824A (en) | Probing method for defective filling | |
| JPH0212609Y2 (en) | ||
| JPH0328757A (en) | High-damping probe | |
| JP2740871B2 (en) | Method and apparatus for measuring shear wave velocity in ultrasonic test | |
| Hayashi et al. | Defect imaging with guided waves propagating in a long range |