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JPH0618501A - Ultrasonic member - Google Patents

Ultrasonic member

Info

Publication number
JPH0618501A
JPH0618501A JP3325444A JP32544491A JPH0618501A JP H0618501 A JPH0618501 A JP H0618501A JP 3325444 A JP3325444 A JP 3325444A JP 32544491 A JP32544491 A JP 32544491A JP H0618501 A JPH0618501 A JP H0618501A
Authority
JP
Japan
Prior art keywords
sheet
gel
coupling member
asphalt
ultrasonic waves
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
Application number
JP3325444A
Other languages
Japanese (ja)
Inventor
Shinichi Takeuchi
真一 竹内
Ryohei Mogi
良平 茂木
Yoshinori Kamiya
吉範 神谷
Yoshio Atsumi
凱雄 渥美
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyo Keiki Inc
Original Assignee
Tokimec Inc
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Tokimec Inc filed Critical Tokimec Inc
Priority to JP3325444A priority Critical patent/JPH0618501A/en
Publication of JPH0618501A publication Critical patent/JPH0618501A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/48Macromolecular compounds

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)

Abstract

PURPOSE:To stably measure a surface with high accuracy even when the surface is highly rough by mounting a gel sheet formed of a high polymer gel-like elastic substance on a holder and propagating ultrasonic waves to an object to be inspected through the gel sheet. CONSTITUTION:The title member 30 houses a gel sheet 1 formed of a high polymer gel-like elastic substance in a holder 2 and secures the sheet 1 with a lid 3. Nondestructive inspections are performed or the solidified state of asphalt is measured while the sheet 1 is pressed against an asphalt-paved road 40, etc., and ultrasonic waves are propagated to the road 40 through the sheet 1. The acoustic characteristic of the sheet 1 shows values close to those of water with respect to the acoustic velocity and acoustic impedance and a low damping factor. Since the sheet l is flexible, the coupling member can be stuck to the surface of the road 40 even when the surface is highly rough. Therefore, the propagation loss of the ultrasonic waves can be reduced and the measurement sensitivity of the member can be improved remarkably. In addition, since the sheet 1 has high stability and a shape maintaining property, the sheet 1 can be repeatedly used for surfaces to be inspected even when the surfaces are highly rough and high durability is obtained from the sheet 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、アスファルト舗装路や
コンクリート舗装路等の土木構造物を超音波を用いて非
破壊検査したり、アスファルトの固化状況を測定する際
等に使用する超音波カップリング部材に関する。
BACKGROUND OF THE INVENTION The present invention relates to an ultrasonic cup used for nondestructive inspection of civil engineering structures such as asphalt pavement and concrete pavement using ultrasonic waves, and measurement of the solidification state of asphalt. Regarding the ring member.

【0002】[0002]

【従来の技術】従来、超音波を用いて被検材の物性を測
定する場合、例えばアスファルト固化状態監視装置によ
ってアスファルトの固化状況を測定する場合、アスファ
ルト舗装工事の施工完了後の路面に、送信用超音波トラ
ンスデューサと受信用超音波トランスデューサを所定間
隔で配置し、送信用超音波トランスデューサから発射さ
れた超音波がアスファルト舗装部分を伝播して受信用超
音波トランスデューサに到達するまでの伝播時間t及び
受信波のレベルVを計測し、その伝播時間tと受信波レ
ベルVで決まる特性曲線に肩特性が現れたときに、アス
ファルトが交通開放可能な固さの固化状態に達したと判
断して、交通開放の表示等を行うようにしている(特開
平3−180757号)。
2. Description of the Related Art Conventionally, when measuring the physical properties of a material to be inspected using ultrasonic waves, for example, when measuring the solidification status of asphalt with an asphalt solidification status monitoring device, it is sent to the road surface after the completion of asphalt pavement The trust ultrasonic transducer and the receiving ultrasonic transducer are arranged at a predetermined interval, and the ultrasonic wave emitted from the transmitting ultrasonic transducer propagates through the asphalt pavement and reaches the receiving ultrasonic transducer. The level V of the received wave is measured, and when the shoulder characteristic appears on the characteristic curve determined by the propagation time t and the received wave level V, it is determined that the asphalt has reached the solidified state of the traffic openness, It is arranged to display traffic opening (Japanese Patent Laid-Open No. 3-180757).

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
アスファルト固化状態監視装置にあっては、測定精度の
向上を図るために、送信用超音波トランスデューサと受
信用超音波トランスデューサを、未だ高温で軟化状態に
あるアスファルト舗装面に直接当接させ、且つ各トラン
スデューサに若干の荷重を加えることによって各トラン
スデューサとアスファルト舗装面との接触面を密にして
いる。
However, in the conventional asphalt solidification state monitoring device, in order to improve the measurement accuracy, the transmitting ultrasonic transducer and the receiving ultrasonic transducer are still in a softened state at a high temperature. By directly abutting on the asphalt pavement surface in Fig. 1 and applying a slight load to each transducer, the contact surface between each transducer and the asphalt pavement surface is made dense.

【0004】この結果、重量によって各トランスデュー
サが軟化状態のアスファルト舗装内へ沈み込み、アスフ
ァルト舗装が固化したときに各トランスデューサの跡が
付いてしまう問題があった。又、アスファルト舗装面に
トランスデューサの跡が付かないようにトランスデュー
サの加重圧を軽減すると各トランスデューサと舗装面の
接触が粗となるために測定感度が不安定に変動したり、
測定精度が低下するという問題があった。
As a result, there is a problem in that each transducer sinks into the softened asphalt pavement due to its weight, and marks are left on each transducer when the asphalt pavement solidifies. Also, if the weight of the transducer is reduced so that no trace of the transducer is left on the asphalt pavement surface, the contact between each transducer and the pavement surface will become rough and the measurement sensitivity will fluctuate unstablely.
There is a problem that the measurement accuracy is reduced.

【0005】そこで本願発明者にあっては、超音波トラ
ンスデューサと舗装路面との間に介在させるカップリン
グ部材として、図5に示すように、粘土51を耐熱性の
高分子シート50で密封したものを提案している(特願
平3−18836号)。しかし高分子シート50で粘土
51を密封したカップリング部材をアスファルト舗装路
面のように凹凸の大きい面に押し付けると、高分子シー
ト50に傷が付いたり、穴があいてしまう場合がある。
Therefore, the inventor of the present application, as a coupling member interposed between the ultrasonic transducer and the paved road surface, as shown in FIG. 5, has clay 51 sealed with a heat-resistant polymer sheet 50. Is proposed (Japanese Patent Application No. 3-18836). However, if the coupling member in which the clay 51 is sealed with the polymer sheet 50 is pressed against a surface having large irregularities such as an asphalt pavement road surface, the polymer sheet 50 may be scratched or have holes.

【0006】このように高分子シート50に穴があく
と、施工直後のアスファルト舗装面は高温になっている
ため、内部の粘土51に保持されていた水分がシートの
穴から急速に蒸発して粘土が固化していまい、粘土の粘
弾性的性質が変化し、カップリング部材として機能しな
くなったり、測定データを変動させる原因になる等の問
題点があった。
When the polymer sheet 50 has a hole as described above, the asphalt paving surface immediately after construction has a high temperature, so that the water retained in the clay 51 inside is rapidly evaporated from the hole of the sheet. There are problems that the clay does not solidify, the viscoelastic properties of the clay change, the clay does not function as a coupling member, and the measured data fluctuates.

【0007】更に高分子シート50は穴が空き易く破れ
易いので、、カップリング部材を何回も再利用すること
が困難であった。本発明は、このような問題点に鑑みて
成されたものであり、粗い凹凸面をもつアスファルトや
コンクリート舗装路等であっても、高感度で且つ安定し
て測定ができ、凹凸面に押し付けても破損せずに何回で
も再利用できる耐久性の高い超音波カップリング部材を
提供することを目的とする。
Further, since the polymer sheet 50 has holes and is easily broken, it is difficult to reuse the coupling member many times. The present invention has been made in view of such problems, even asphalt or concrete pavement with a rough uneven surface, etc., can be measured with high sensitivity and stability, pressed against the uneven surface It is an object of the present invention to provide a highly durable ultrasonic coupling member that can be reused many times without being damaged.

【0008】[0008]

【課題を解決するための手段】まず本発明は、超音波の
送信又は受信を行う超音波トランスデューサと表面の粗
いアスファルト舗装路等の検査対象物の間に介在させる
超音波カップリング部材を対象とする。このような超音
波カップリング部材として本発明にあっては、ホルダー
に高分子ゲル状弾性体で形成されたゲルシートを装着
し、このゲルシートを介して検査対象物との間で超音波
を伝搬させることを特徴とする。
First, the present invention is directed to an ultrasonic transducer for transmitting or receiving ultrasonic waves and an ultrasonic coupling member interposed between an inspection object such as an asphalt pavement having a rough surface. To do. In the present invention as such an ultrasonic coupling member, a gel sheet formed of a polymeric gel elastic body is attached to a holder, and ultrasonic waves are propagated between the gel sheet and the inspection object. It is characterized by

【0009】ここで超音波カップリング部材のゲルシー
トを形成する高分子ゲル状態弾性体として、セグメント
ポリウレタンゲルを用いる。
Here, segmented polyurethane gel is used as the polymer gel-state elastic body forming the gel sheet of the ultrasonic coupling member.

【0010】[0010]

【作用】このような構成を備えた本発明の超音波カップ
リング部材によれば、生体と同等の柔軟さをもつ高分子
ゲル状弾性体で形成したゲルシートを検査面に押し付け
ることから、アスファルト舗装路面やコンクリート舗装
路面などの土木建築構造物の粗い検査面であっても、ゲ
ルシートの柔軟性によって検査面に密に接触するなじみ
状態が得られ、測定感度を大幅に向上できると共に、受
信感度を安定化し、測定精度を向上できる。
According to the ultrasonic coupling member of the present invention having such a structure, since the gel sheet formed of the polymer gel-like elastic body having flexibility equivalent to that of the living body is pressed against the inspection surface, the asphalt pavement is paved. Even on rough inspection surfaces of civil engineering and construction structures such as road surfaces and concrete paved road surfaces, the flexibility of the gel sheet allows a familiar state of close contact with the inspection surface, which can significantly improve measurement sensitivity and improve reception sensitivity. It can stabilize and improve the measurement accuracy.

【0011】またゲルシートは復元性が高いため、粗い
凹凸面な押し付けても傷付いたり破損したりせず、繰り
返し使用することができる。
Since the gel sheet has a high restoring property, it can be repeatedly used without being damaged or broken even when it is pressed against a rough uneven surface.

【0012】[0012]

【実施例】図1は本発明の超音波カップリング部材を用
いたアスファルト固化状態の監視装置に用いられる測定
用プローブの説明図である。図1において、4は測定プ
ローブの枠体であり、下部両端に設置された重り27,
28により測定対象となるアスファルト舗装40の表面
に動かないように設置される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an explanatory view of a measuring probe used in a monitoring device for a solidified state of asphalt using an ultrasonic coupling member of the present invention. In FIG. 1, reference numeral 4 denotes a frame body of the measurement probe, which has weights 27 installed at both ends of the lower portion.
By 28, it is installed so as not to move on the surface of the asphalt pavement 40 to be measured.

【0013】枠体4には送信用超音波トランスデューサ
5と受信用超音波トランスデューサ6が設けられ、それ
ぞれアスファルト舗装4の表面に対し垂直となるように
支持される。ここで、送信用超音波トランスデューサ5
は2個の圧電振動子7,8を円柱状のジュラルミン製ブ
ロック9,10で挾んだサンドイッチ構造となってい
る。同様に受信用超音波トランスデューサ6も圧電振動
子11,12を円周状のジュラルミン製ブロック13,
14で挾んだサンドッチ構造となっている。
The frame 4 is provided with a transmitting ultrasonic transducer 5 and a receiving ultrasonic transducer 6, which are supported so as to be perpendicular to the surface of the asphalt pavement 4. Here, the transmitting ultrasonic transducer 5
Has a sandwich structure in which two piezoelectric vibrators 7 and 8 are sandwiched between cylindrical duralumin blocks 9 and 10. Similarly, in the ultrasonic transducer 6 for reception, the piezoelectric vibrators 11 and 12 are provided on the circular duralumin block 13,
It has a sandwich structure sandwiched by 14.

【0014】送信用超音波トランスデューサ5のアスフ
ァルト舗装40の表面に対する押し付け力は枠体4の上
部に設けたトランスデューサ圧接棒15とコイルバネ2
0により行われる。即ち、圧接棒15は枠体4に摺動自
在に設けられており、下側に挿入したコイルバネ20の
スプリング荷重によりトランスデューサ圧接棒15の先
端を受け皿16,17及び音響アイソレータ18,19
を介して送信用超音波トランスデューサ5を押すように
している。送信用超音波トランスデューサ5の押圧力は
コイルバネ20の反発力を変えることにより調整でき
る。
The pressing force of the transmitting ultrasonic transducer 5 against the surface of the asphalt pavement 40 is the pressure contact rod 15 of the transducer provided on the upper part of the frame 4 and the coil spring 2.
It is performed by 0. That is, the pressure contact rod 15 is slidably provided on the frame body 4, and the tip of the transducer pressure contact rod 15 is received by the springs 16 and 17 and the acoustic isolators 18 and 19 by the spring load of the coil spring 20 inserted in the lower side.
The transmitting ultrasonic transducer 5 is pushed via the. The pressing force of the transmitting ultrasonic transducer 5 can be adjusted by changing the repulsive force of the coil spring 20.

【0015】同様に受信用超音波トランスデューサ6に
ついてもトランスデューサ圧接棒21とコイルバネ26
が設けられ、コイルバネ26によりトランスデューサ圧
接棒21の先端は受け皿22,23及び音響アイソレー
タ24,25を介して押し付けるようにしている。送信
用超音波トランスデューサ5の下端にはホルダー受け部
31,32によって本発明のカップリング部材30aが
間に板バネ34,35を入れて支持され、このカップリ
ング部材30aを介してアスファルト舗装40の表面に
送信用超音波トランスデューサ5を押し付けるようにな
る。
Similarly, for the receiving ultrasonic transducer 6, the transducer pressure contact rod 21 and the coil spring 26 are also included.
Is provided, and the tip of the transducer pressure contact rod 21 is pressed by the coil spring 26 via the receiving pans 22 and 23 and the acoustic isolators 24 and 25. The coupling member 30a of the present invention is supported at the lower end of the transmitting ultrasonic transducer 5 by the holder receiving portions 31 and 32 with the leaf springs 34 and 35 interposed therebetween, and the asphalt pavement 40 is supported through the coupling member 30a. The transmitting ultrasonic transducer 5 is pressed against the surface.

【0016】同様に、受信用超音波トランスデューサ6
についても、下端に板バネ36,37を入れてホルダー
受け部32,33によって本発明のカップリング部材3
0bが装着され、カップリング部材30bを介して受信
用超音波トランスデューサ6をアスファルト舗装40の
表面に押し付ける。図2は図1の測定用プローブで使用
したカップリング部材30a,30bをカップリング部
材30として取り出して示した本発明の実施例構成図で
ある。
Similarly, the receiving ultrasonic transducer 6
As for the coupling member 3 of the present invention, the leaf springs 36 and 37 are inserted at the lower ends and the holder receiving portions 32 and 33 are used.
0b is mounted, and the receiving ultrasonic transducer 6 is pressed against the surface of the asphalt pavement 40 via the coupling member 30b. FIG. 2 is a configuration diagram of an embodiment of the present invention in which the coupling members 30a and 30b used in the measurement probe of FIG. 1 are taken out and shown as the coupling member 30.

【0017】図2において、本発明のカップリング部材
30は矩形の枠部材で構成されたホルダー2の中に高分
子ゲル状弾性体で形成したゲルシート1を収納し、蓋3
の装着で保持している。即ち、図2のA−A断面を示し
た図3から明らかなように、ホルダー2は周囲に支持用
の鍔を形成し、底が開いた箱型の部材であり、内部に矩
形状のゲルシート1を収納し、上方開口部に蓋3を装着
して支持している。
In FIG. 2, the coupling member 30 of the present invention accommodates the gel sheet 1 formed of a polymer gel elastic body in a holder 2 constituted by a rectangular frame member, and a lid 3
It is held by wearing. That is, as is clear from FIG. 3 showing the AA cross section of FIG. 2, the holder 2 is a box-shaped member having an open bottom with a brim for supporting the periphery thereof, and a rectangular gel sheet inside. 1 is stored, and a lid 3 is attached to and supported by the upper opening.

【0018】ここで、図2及び図3に示すカップリング
部材30は一辺が数センチ程度の正方形で、内部に収納
したゲルシート1の厚さDはD=5mm程度としてい
る。ここで、ゲルシート1を詳細に説明すると次のよう
になる。ゲルシート1はゲル形成物質と溶剤が本質的に
化学結合されたという意味を有する1成分系ゲルである
高分子ゲルで作られている。このような高分子ゲルとし
ては、例えば特開平1−304109号に開示された高
分子ゲル状弾性体を使用することができる。本発明のゲ
ルシート1に使用される高分子ゲルの一例としては、セ
グメントポリウレタンゲルを用いる。このセグメントポ
リウレタンゲルはイソシアネート成分,ポリオール成分
の各々の種類,比率,セグメントの構成を変えることで
多種多様のセグメントポリウレタンゲルを得ることがで
きるが、超音波カップリング部材のゲルシート1に用い
るセグメントポリウレタンの有用な組成としては次のも
のがある。
Here, the coupling member 30 shown in FIGS. 2 and 3 is a square having sides of about several centimeters, and the thickness D of the gel sheet 1 housed inside is about D = 5 mm. Here, the gel sheet 1 will be described in detail as follows. The gel sheet 1 is made of a polymer gel which is a one-component gel having the meaning that the gel-forming substance and the solvent are essentially chemically bonded. As such a polymer gel, for example, a polymer gel-like elastic body disclosed in JP-A-1-304109 can be used. A segmented polyurethane gel is used as an example of the polymer gel used in the gel sheet 1 of the present invention. A wide variety of segmented polyurethane gels can be obtained by changing the respective types and ratios of the isocyanate component and the polyol component, and the composition of the segment, and the segmented polyurethane gel of the segmented polyurethane used for the gel sheet 1 of the ultrasonic coupling member is Useful compositions include:

【0019】[0019]

【化1】 [Chemical 1]

【0020】この組成をもつセグメントポリウレタンゲ
ルにおいて、ポリオールはブロック型、イソシアネート
はダーンノブ型のプレポリマーである。この両者をOH
−NCO=1.35に配合し、触媒にジ・プチル−Sn
−ジラプレートを少量添加し、よく撹拌した後に真空中
で十分に脱泡して型に注ぎ、再度脱泡して60℃で10
時間反応させることで、図2,図3に示したゲルシート
1を得ることができる。 このようにして得られたゲル
シート1は均質な透明体であり、極めて柔軟な粘弾性体
となり、また粘着性をもつことで接着剤を使用しなくて
も超音波トランスデューサの表面に押し付けるだけでく
っ付けることができる。
In the segmented polyurethane gel having this composition, the polyol is a block type prepolymer and the isocyanate is a Dernknob type prepolymer. Both of these are OH
-NCO = 1.35 was added, and the catalyst was di-butyl-Sn.
-Add a small amount of Zira Plate, thoroughly stir after degassing in vacuum and pour into a mold, degas again and stir at 60 ° C for 10
By reacting for a time, the gel sheet 1 shown in FIGS. 2 and 3 can be obtained. The gel sheet 1 thus obtained is a homogeneous transparent body, becomes an extremely flexible viscoelastic body, and has adhesiveness, so that it can be pressed against the surface of the ultrasonic transducer without using an adhesive. Can be attached.

【0021】また、ゲルシート1は形状復元性及び形を
保つ保形性が非常によく、アスファルト舗装路面等の凹
凸の激しい検査面に押し付けることで変形を受けても、
使用をやめれば元に復元し、高い形状復元性と保形性に
より繰り返し使用することができ、十分な耐久性を有す
る。一方、ゲルシート1の超音波伝播による音響特性は 密度; 1.02×103 kg/m3 音速; 1459m/s 音響インピーダンス; 1.49×106 kg/m2
s 減衰率; 0.65dB/cm/MHz となる。即ち、ゲルシート1の音響特性は音速と音響イ
ンピーダンスに関しては水に近い値を示し、減衰率も比
較的低い値となる。
Further, the gel sheet 1 has a very good shape-restoring property and a shape-retaining property for keeping the shape, and even if the gel sheet 1 is deformed by being pressed against a highly uneven inspection surface such as an asphalt paved road surface
It can be restored to its original state when it is stopped, and can be used repeatedly due to its high shape-recovering property and shape-retaining property, and it has sufficient durability. On the other hand, the acoustic characteristics of the gel sheet 1 due to ultrasonic wave propagation are: density; 1.02 × 10 3 kg / m 3 sound velocity; 1459 m / s acoustic impedance; 1.49 × 10 6 kg / m 2 /
s Attenuation rate: 0.65 dB / cm / MHz. That is, the acoustic properties of the gel sheet 1 are close to water in terms of sound velocity and acoustic impedance, and the attenuation rate is also relatively low.

【0022】図4は図1の実施例に示した送信用超音波
トランスデューサ5側に設けたカップリング部材30a
の使用状態を拡大して示す。図4に示すように、アスフ
ァルト舗装40の表面は超音波探傷等を行う金属面に比
べると極めて凹凸の激しい表面状態となっており、この
ような凹凸の激しい面であっても本発明のカップリング
部材30aにあってはゲルシート1を送信用超音波トラ
ンスデューサ5とアスファルト舗装40との間に介在さ
せているため、上方からの送信用超音波トランスデュー
サ5の押し付け力に応じアスファルト舗装40の表面の
凹凸に合わせた変形状態となって、十分馴染んだ密着状
態を得ることができ、トランスデューサ端面及び検査面
との間に隙間を殆ど生じないため、送信用超音波トラン
スデューサ5から発射された超音波を殆ど減衰すること
なくアスファルト舗装40内に伝播させることができ
る。勿論、受信側についてはアスファルト舗装40を伝
播してきた超音波を効率良くトランスデューサ側に伝え
ることができる。
FIG. 4 shows a coupling member 30a provided on the transmitting ultrasonic transducer 5 side shown in the embodiment of FIG.
The usage state of is shown enlarged. As shown in FIG. 4, the surface of the asphalt pavement 40 has an extremely rough surface state as compared with a metal surface on which ultrasonic flaw detection or the like is performed, and even if such a rough surface is formed, the cup of the present invention may be used. In the ring member 30a, the gel sheet 1 is interposed between the transmitting ultrasonic transducer 5 and the asphalt pavement 40, so that the surface of the asphalt pavement 40 is affected by the pressing force of the transmitting ultrasonic transducer 5 from above. The deformed state conforms to the concavities and convexities, and a well-adhered contact state can be obtained, and since there is almost no gap between the transducer end surface and the inspection surface, ultrasonic waves emitted from the transmitting ultrasonic transducer 5 are transmitted. It can propagate into the asphalt pavement 40 with little attenuation. Of course, on the receiving side, the ultrasonic waves propagated through the asphalt pavement 40 can be efficiently transmitted to the transducer side.

【0023】更に、カップリング部材30aのホルダー
2はホルダー受け部31及び32側に板バネ34,35
を介して支持されているため、送信用超音波トランスデ
ューサ5を押し付けたときのホルダー2に対するゲルシ
ート1の変移を必要最小限に抑える。この点は受信用ト
ランスジューサ6側についても同じである。尚、図1に
示した測定用プローブは本願発明者が提案している特開
平3−180757号のアスファルト舗装道路の固まり
具合測定方法及び装置の測定用プローブとして使用する
ものであるが、本発明はこれ限定されず、アスファルト
舗装道路やコンクリート舗装道路等の表面の凹凸が激し
い土木構造物の超音波を用いた非破壊検査についても全
く同様に使用することができる。
Further, the holder 2 of the coupling member 30a has leaf springs 34 and 35 on the holder receiving portions 31 and 32 side.
Since it is supported via the, the displacement of the gel sheet 1 with respect to the holder 2 when the ultrasonic transducer 5 for transmission is pressed is suppressed to a necessary minimum. This also applies to the receiving transducer 6 side. The measuring probe shown in FIG. 1 is used as a measuring probe of the method and apparatus for measuring the degree of solidification of an asphalt pavement disclosed in JP-A-3-180757 proposed by the inventor of the present invention. The present invention is not limited to this, and the same can be applied to nondestructive inspection using ultrasonic waves of civil engineering structures such as asphalt pavement roads and concrete pavement roads where surface irregularities are severe.

【0024】[0024]

【発明の効果】以上説明してきたように本発明によれ
ば、極めて柔軟な高分子ゲル状弾性体で形成したゲルシ
ートを有するカップリング部材を超音波トランスデュー
サと検査面との間に介在させたことで、検査面がアスフ
ァルト舗装等の凹凸の激しい面であってもゲルシートの
柔軟性によって検査面に十分に密着する馴染み状態が得
られ、空隙を最小限にできることから超音波の伝播損失
が少なく、測定感度を大幅に向上でき、また測定場所を
変えても同じ測定条件が常に得られることから安定性を
向上できる。
As described above, according to the present invention, the coupling member having the gel sheet formed of the extremely flexible polymer gel-like elastic body is interposed between the ultrasonic transducer and the inspection surface. So, even if the inspection surface is a highly uneven surface such as asphalt pavement, the flexibility of the gel sheet provides a familiar state in which it closely adheres to the inspection surface, and since the void can be minimized, the propagation loss of ultrasonic waves is small, The measurement sensitivity can be significantly improved, and the stability can be improved because the same measurement conditions are always obtained even if the measurement location is changed.

【0025】更に、カップリング部材に用いたゲルシー
トは高い復元性と保形性を有することから、凹凸の激し
い検査面であっても繰り返し再使用することができ、高
い耐久性が得られる。
Further, since the gel sheet used as the coupling member has high restoring property and shape-retaining property, it can be reused repeatedly even on an inspection surface having severe unevenness, and high durability can be obtained.

【図面の簡単な説明】[Brief description of drawings]

【図1】アスファルト舗装の固化監視に用いる測定用プ
ローブの構造を示した説明図
FIG. 1 is an explanatory view showing the structure of a measuring probe used for monitoring solidification of asphalt pavement.

【図2】本発明のカップリング部材の実施例構成図FIG. 2 is a structural diagram of an embodiment of a coupling member of the present invention.

【図3】図2のA−A断面図3 is a sectional view taken along line AA of FIG.

【図4】図1におけるアスファルト舗装路に対する押し
付け部分の拡大説明図
FIG. 4 is an enlarged explanatory view of a portion pressed against the asphalt pavement in FIG.

【図5】本願発明者が既に提案しているカップリング部
材の説明図
FIG. 5 is an explanatory view of a coupling member already proposed by the inventor of the present application.

【符号の説明】[Explanation of symbols]

1:ゲルシート 2:ホルダー 3:蓋 4:枠体 5:送信用超音波トランスデューサ 6:受信屋用超音波トランスジューサ 7:,8,11,12:圧電振動子 9,10,13,14:ジュラルミン製ブロック 15,21:トランスデューサ圧接棒 16,17,22,23:受皿 18,19,24,25:音響アイソレータ 27,28:重り 30,30a,30b:カップリング部材 31,32,33:ホルダー受け部 34,35,36,37:板バネ 40:アスファルト舗装路面 1: Gel sheet 2: Holder 3: Lid 4: Frame 5: Ultrasonic transducer for transmission 6: Ultrasonic transducer for receiver 7 :, 8, 11, 12: Piezoelectric vibrator 9, 10, 13, 14: Duralumin Blocks 15 and 21: Transducer pressure welding rods 16, 17, 22, 23: Receptacles 18, 19, 24, 25: Acoustic isolator 27, 28: Weights 30, 30a, 30b: Coupling members 31, 32, 33: Holder receiving portions 34, 35, 36, 37: leaf spring 40: asphalt pavement surface

フロントページの続き (72)発明者 渥美 凱雄 東京都大田区南蒲田2丁目16番46号 株式 会社トキメック内Front Page Continuation (72) Inventor Keio Atsumi 2-16-46 Minami Kamata, Ota-ku, Tokyo Tokimec Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】送信用又は受信用の超音波トランスデュー
サと表面の粗いアスファルト舗装路等の検査対象物の間
に介在させる超音波カップリング部材に於いて、 ホルダーに高分子ゲル状弾性体で形成されたゲルシート
を装着し、該ゲルシートを介して検査対象物との間で超
音波を伝搬させることを特徴とする超音波カップリング
部材。
1. An ultrasonic coupling member to be interposed between a transmitting or receiving ultrasonic transducer and an object to be inspected such as an asphalt pavement having a rough surface, which is formed of a polymer gel elastic body in a holder. An ultrasonic coupling member, characterized in that the gel sheet is attached, and ultrasonic waves are propagated between the gel sheet and an object to be inspected.
【請求項2】請求項1記載の超音波カップリング部材に
於いて、前記ゲルシートを形成する高分子ゲル状態弾性
体としてセグメントポリウレタンゲルを用いたことを特
徴とするタイヤ探触子。
2. The tire probe according to claim 1, wherein a segmented polyurethane gel is used as a polymer gel elastic body forming the gel sheet.
JP3325444A 1991-12-10 1991-12-10 Ultrasonic member Pending JPH0618501A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3325444A JPH0618501A (en) 1991-12-10 1991-12-10 Ultrasonic member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3325444A JPH0618501A (en) 1991-12-10 1991-12-10 Ultrasonic member

Publications (1)

Publication Number Publication Date
JPH0618501A true JPH0618501A (en) 1994-01-25

Family

ID=18176933

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3325444A Pending JPH0618501A (en) 1991-12-10 1991-12-10 Ultrasonic member

Country Status (1)

Country Link
JP (1) JPH0618501A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2409039A (en) * 2003-12-12 2005-06-15 Univ Bristol Elastomeric polymer coupling element for ultrasound probe
JP2005221496A (en) * 2004-02-05 2005-08-18 Snecma Moteurs Method of measuring adhesive strength of coating to substrate
JP2010078356A (en) * 2008-09-24 2010-04-08 Akebono Brake Ind Co Ltd Probe for inspecting concrete flaw
JP2017187378A (en) * 2016-04-05 2017-10-12 澁谷工業株式会社 Ultrasonic wave measurement device
CN107367551A (en) * 2017-07-04 2017-11-21 中国铁道科学研究院金属及化学研究所 A kind of steel rail welding seam ultrasonic inspection couplant
JP2018197446A (en) * 2017-05-24 2018-12-13 清水建設株式会社 Boring bit and boring core sampling method
CN116500129A (en) * 2023-05-09 2023-07-28 石家庄诚峰热电有限公司 Ultrasonic flaw detection method for high temperature pipeline

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2409039A (en) * 2003-12-12 2005-06-15 Univ Bristol Elastomeric polymer coupling element for ultrasound probe
JP2005221496A (en) * 2004-02-05 2005-08-18 Snecma Moteurs Method of measuring adhesive strength of coating to substrate
JP2010078356A (en) * 2008-09-24 2010-04-08 Akebono Brake Ind Co Ltd Probe for inspecting concrete flaw
JP2017187378A (en) * 2016-04-05 2017-10-12 澁谷工業株式会社 Ultrasonic wave measurement device
JP2018197446A (en) * 2017-05-24 2018-12-13 清水建設株式会社 Boring bit and boring core sampling method
CN107367551A (en) * 2017-07-04 2017-11-21 中国铁道科学研究院金属及化学研究所 A kind of steel rail welding seam ultrasonic inspection couplant
CN116500129A (en) * 2023-05-09 2023-07-28 石家庄诚峰热电有限公司 Ultrasonic flaw detection method for high temperature pipeline

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