JPH0545314A - Method for detecting defective part of concrete structure - Google Patents

Method for detecting defective part of concrete structure

Info

Publication number
JPH0545314A
JPH0545314A JP10333591A JP10333591A JPH0545314A JP H0545314 A JPH0545314 A JP H0545314A JP 10333591 A JP10333591 A JP 10333591A JP 10333591 A JP10333591 A JP 10333591A JP H0545314 A JPH0545314 A JP H0545314A
Authority
JP
Japan
Prior art keywords
infrared
infrared rays
rays
concrete structure
image
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
JP10333591A
Other languages
Japanese (ja)
Inventor
Takashi Idemitsu
隆 出光
Masahiko Takeshige
雅彦 武重
Hiroaki Mishima
弘彰 三嶋
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.)
Sho Bond Corp
Original Assignee
Sho Bond Corp
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 Sho Bond Corp filed Critical Sho Bond Corp
Priority to JP10333591A priority Critical patent/JPH0545314A/en
Publication of JPH0545314A publication Critical patent/JPH0545314A/en
Pending legal-status Critical Current

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  • Investigating Or Analyzing Materials Using Thermal Means (AREA)
  • Investigating Materials By The Use Of Optical Means Adapted For Particular Applications (AREA)

Abstract

PURPOSE:To make it possible to detect a defect highly accurately in a short time without the skill of an engineer by emitting the infrared rays having the specified wavelength on a concrete structure, receiving the infrared rays reflected from the structure, and analyzing the infrared-ray data. CONSTITUTION:Infrared-rays (a) are emitted from an infrared-ray heater 2 as an infrared-ray source on an object 1 as a concrete structure. As the infrared rays, the rays having the wavelength of 1-15 microns are optimal. The infrared rays are reflected in conformity with the state of a defect 4 of the object 1. The image of the reflected infrared rays is picked up with an infrared-ray camera 3. The image of the intensity distribution of the photographed infrared rays is analyzed. The image analysis is performed on the monitored image or by printing out the image with a personal computer and printer. At the part where the defective part 4 is present, the intensity of the infrared rays appears at the low level. Therefore, the part is found at a glance. In the image analysis, e.g., the intensities of the infrared rays are compared for the individual pixels, and the pixel indicating the difference exceeding a certain level is plotted as one method.

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、橋梁、ダム等における
コンクリート構造物におけるひびわれ、くぼみ、角欠け
等の欠陥部を検出する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for detecting defects such as cracks, dents and corner breaks in concrete structures such as bridges and dams.

【0002】[0002]

【従来の技術】コンクリート構造物の欠陥部を検出する
方法として、目視による外観調査を行って検出する方
法、外観の詳細調査を行って検出する方法、可視像(写
真)を解析して検出する方法、赤外線画像解析による検
出方法が一般的である。
2. Description of the Related Art As a method of detecting a defective portion of a concrete structure, a method of detecting by visual inspection, a method of detecting by performing detailed inspection of appearance, a method of analyzing a visible image (photograph) and detecting it And the detection method by infrared image analysis are generally used.

【0003】目視による外観調査は、技術者が双眼鏡等
を用いて、ひびわれ等の欠陥部を確認し、これを野帳に
スケッチし、図面化することにより行われるが、この方
法は技術者の熟練度を要し、さらには工数や時間を要す
る不利益がある。
A visual inspection is conducted by an engineer using binoculars or the like to confirm a defect such as a crack, sketching it on a field notebook, and drawing it. This method is performed by an engineer. There is a disadvantage that it requires skill and also requires man-hours and time.

【0004】外観詳細調査は、クラックスケールを用
い、ひびわれ幅等を測定したり、打診により浮き部の把
握を確認するので確実に欠陥部の検出をすることができ
るが、この方法はコンクリート構造物へ接触して行わな
ければならず、その都度足場等を架設する必要があり多
くの時間と多大な費用を要する。
In the detailed inspection of the appearance, the crack width is measured using a crack scale, and the grasping of the floating portion is confirmed by percussion, so that the defective portion can be surely detected. It has to be done by contacting each other, and it is necessary to construct a scaffold etc. each time, which requires a lot of time and a large amount of cost.

【0005】可視像(写真)の解析による検出方法は、
写真撮影したデータを画像処理して解析する方法である
が、通常、その撮影は接写により行われるため足場を必
要とし、小移動を繰り返しながら何回も撮影しなければ
ならないので能率が悪い。
A detection method by analyzing a visible image (photograph) is
This is a method of analyzing the photographed data by image processing, but the photographing is usually performed by close-up photography, so a scaffold is required, and it is inefficient because the photographer must take a number of times while repeating small movements.

【0006】赤外線画像解析による方法は、自然あるい
は強制加熱状態でのコンクリート構造物自体から放射さ
れる赤外線強度すなわち温度分布を測定する方法が行わ
れている。この方法ではその表面温度分布を解析するこ
とにより、コンクリート内部の浮き、空洞等の面的な欠
陥の検出しか効果がない。ひびわれ等の線的な欠陥はそ
の隣接部の温度の影響を受け、その結果、温度分布が平
均化され、現象的にとらえられないという欠点がある。
The infrared image analysis method is a method of measuring the intensity of infrared rays radiated from the concrete structure itself in a natural or forced heating state, that is, the temperature distribution. This method is effective only for detecting surface defects such as floats and cavities inside concrete by analyzing the surface temperature distribution. A linear defect such as a crack is affected by the temperature of its adjacent portion, and as a result, the temperature distribution is averaged and cannot be captured in a phenomenon-like manner.

【0007】[0007]

【発明が解決しようとする課題】本発明は、コンクリー
ト構造物の欠陥部の検出において、これまでの方法に見
られるような熟練を要したり、足場を架設したりする不
利益を除去し、しかも検出精度のよい検出方法を提供す
ることを課題とする。
DISCLOSURE OF THE INVENTION The present invention eliminates the disadvantages of detecting a defective portion of a concrete structure, such as the skill and the scaffolding, which are found in the conventional methods. Moreover, it is an object to provide a detection method with high detection accuracy.

【0008】[0008]

【課題を解決するための手段】本発明は、上記問題点を
コンクリート構造物の欠陥部検出方法において、構造物
に赤外線を照射し、当該コンクリート構造物によって反
射される赤外線を赤外線カメラで受信し、その赤外線デ
ータを解析するという構造物への非接触手段を用いるこ
とにより解決した。
SUMMARY OF THE INVENTION The present invention solves the above problems in a method for detecting a defective portion of a concrete structure by irradiating the structure with infrared rays and receiving the infrared rays reflected by the concrete structure with an infrared camera. , It solved by using the non-contact means to the structure of analyzing the infrared data.

【0009】(測定原理)コンクリート表面は、マクロ
な観点に立つと平滑であるがミクロ的には無数の凹凸が
ある。したがって、紙などと同様に光が当ると一様に乱
反射をする。コンクリートにひびわれがあると乱反射の
前提がくずれ、ひびわれ部の反射密度(強度)が減少す
る。本発明は、構造物自体が放射する赤外線より高レベ
ルの赤外線を照射し、その反射波をとらえることにより
ひびわれ等の欠陥部を検出する(図2にこの概念図を示
す)。
(Principle of measurement) The concrete surface is smooth from a macro point of view, but has numerous microscopic irregularities. Therefore, similar to paper or the like, when it is exposed to light, it is diffusely reflected uniformly. If the concrete is cracked, the assumption of diffuse reflection is broken, and the reflection density (strength) of the cracked part is reduced. The present invention detects a defect such as a crack by irradiating infrared rays at a higher level than the infrared rays emitted by the structure itself and capturing the reflected waves (a conceptual diagram is shown in FIG. 2).

【0010】(赤外線を用いる理由)赤外線は、可視光
線とマイクロ波の両方の性質を備えており、可視光線の
ようにレンズや鏡で集光したり、屈折、反射したりする
と同時にマイクロ波のように物体中を伝播もするもので
ある。コンクリート構造物へ赤外線を照射するとコンク
リート表面において反射、吸収、透過がなされる。そこ
で表面に存在するひびわれ、凹凸等に対しては平滑なコ
ンクリート面と異なった反射をする。(図2)この場
合、可視光線、紫外線、X線、マイクロ波等のように諸
々の影響を受けない。そのため、赤外線量が明確な差と
なって表れ、欠陥部の検出が容易となる。
(Reason for using infrared rays) Infrared rays have the properties of both visible rays and microwaves, and like visible rays, they are condensed by a lens or a mirror, refracted and reflected, and at the same time, are converted into microwaves. It also propagates through the object. When a concrete structure is irradiated with infrared rays, it is reflected, absorbed, and transmitted on the concrete surface. Therefore, the cracks and irregularities on the surface reflect differently from a smooth concrete surface. (FIG. 2) In this case, it is not affected by visible rays, ultraviolet rays, X-rays, microwaves and the like. Therefore, the amount of infrared rays appears as a clear difference, and it becomes easy to detect the defective portion.

【0011】可視光線は汚れ(明暗)、模様等があると
吸収、反射が大きく異なるため、コンクリートのひびわ
れ等を機械的に画像解析することには不向きであり、紫
外線は空気中の酸素化合物(オゾン、酸素ガス)に大き
く吸収されてしまうため大気中の構造物に対しては不適
であり、X線はコンクリート構造物のような比較的低密
度のものは透過し、本目的に合致せず、安全性にも問題
があり、マイクロ波は波長が長くなり、分解能が悪くな
るのでコンクリート構造物における0,1ミリメートル
ぐらいのひびわれの検出になると精度が悪くなり検出で
きなくなり、また水蒸気等による吸収が影響してくるの
で適当でない。
Since visible light has a large difference in absorption and reflection when there is dirt (brightness and darkness) or a pattern, it is unsuitable for mechanical image analysis of cracks in concrete. It is unsuitable for structures in the atmosphere because it is largely absorbed by ozone and oxygen gas. X-rays penetrate relatively low-density X-rays such as concrete structures and do not meet this purpose. There is also a problem with safety, because the wavelength of microwaves becomes long and the resolution deteriorates, so when cracks of about 0.1 mm in concrete structures are detected, the accuracy becomes poor and detection becomes impossible, and absorption by water vapor etc. Is not appropriate because it affects.

【0012】したがって、本発明では、赤外線の利点を
利用するわけであるが、中でも1乃至15ミクロン程度
の短波長域の赤外線が最も好ましい。赤外線の波長が長
くなると分解能やその直進性が悪くなり解像精度が多少
低下することがある。
Therefore, in the present invention, the advantages of infrared rays are utilized, but infrared rays in the short wavelength range of about 1 to 15 microns are most preferable. When the wavelength of infrared rays becomes long, the resolution and the straightness thereof may be deteriorated, and the resolution accuracy may be slightly lowered.

【0013】[0013]

【作用】コンクリート構造物に赤外線が照射されると、
赤外線は反射するが、コンクリート構造物の欠陥形状に
より、反射方向が変わり赤外線強度が異なって表われ赤
外線カメラによりその強度差が撮影される。
[Operation] When the concrete structure is irradiated with infrared rays,
Infrared rays are reflected, but due to the defective shape of the concrete structure, the reflection direction changes and the infrared intensity is different, and the intensity difference is photographed by the infrared camera.

【0014】[0014]

【実施例】第1図は、本発明の実施例を図式的に示した
もので、1はコンクリート構造物としての被写体、2は
赤外線源としての赤外線ヒーター、3は赤外線カメラで
ある。まず、被写体1に赤外線ヒーターにより赤外線を
照射する。赤外線は被写体1の欠陥具合によりそれに見
合った反射をする。この反射した赤外線を撮影する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 schematically shows an embodiment of the present invention, in which 1 is a subject as a concrete structure, 2 is an infrared heater as an infrared source, and 3 is an infrared camera. First, the subject 1 is irradiated with infrared rays by an infrared heater. The infrared rays are reflected according to the defect condition of the subject 1. The reflected infrared rays are photographed.

【0015】ついで、撮影した赤外線の強度分布の画像
解析を行う。画像解析はモニター画面上で、又は、パソ
コン及びプリンターでプリントアウトして行う。欠陥部
のあるところは赤外線強度が低く表われるので一目瞭然
に判明する。画像解析には種種の方法が考えられるが、
たとえば、各画素ごとの赤外線強度の比較を行いある水
準以上の差を示す画素をプロットする方法もある。
Next, image analysis of the intensity distribution of the photographed infrared rays is performed. Image analysis is performed on the monitor screen or by printing out with a personal computer and printer. Infrared intensity appears low where there is a defect, so it is obvious. Although various methods can be considered for image analysis,
For example, there is also a method of comparing infrared intensities of respective pixels and plotting pixels showing a difference of a certain level or more.

【0016】[0016]

【発明の効果】本発明は、調査対象コンクリート構造物
に、赤外線を照射することにより、反射赤外線を赤外線
カメラで撮影し、その赤外線データを解析することによ
る欠陥部の検出方法なので、技術者の熟練度は要さず、
個人的な差がないので、普遍的な結果が短時間のうちに
得られる。しかも、これまでの自然あるいは強制加熱で
の構造物自体が発する赤外線を撮影するのに比し、欠陥
部の検出が確実に行える。また、スケール等による接触
調査や接写撮影のように足場を架設するための不利益も
解消する。
INDUSTRIAL APPLICABILITY The present invention is a method for detecting a defective portion by irradiating the concrete structure to be surveyed with infrared rays to photograph reflected infrared rays with an infrared camera and analyzing the infrared data, so No skill required,
Universal results are obtained in a short time because there is no personal difference. Moreover, the defect can be detected more reliably as compared with the conventional imaging of infrared rays emitted by the structure itself by natural or forced heating. It also eliminates the disadvantages of constructing a scaffold, such as contact investigations using a scale or close-up photography.

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

【図1】本発明の実施例を図式的に示したものである。1 diagrammatically shows an embodiment of the invention.

【図2】コンクリート構造物に照射された赤外線の乱反
射の説明図である。
FIG. 2 is an explanatory diagram of diffused reflection of infrared rays applied to a concrete structure.

【符号の説明】[Explanation of symbols]

1 コンクリート構造物としての被写体 2 赤外線源としての赤外線ヒーター 3 赤外線カメラ 4 コンクリートのひびわれ 1 Subject as concrete structure 2 Infrared heater as infrared source 3 Infrared camera 4 Crack of concrete

フロントページの続き (72)発明者 三嶋 弘彰 奈良県生駒市中菜畑2丁目1049番地 和州 ロイヤルビル302号Front Page Continuation (72) Inventor Hiroaki Mishima 2-1049 Nakanahata, Ikoma-shi, Nara Waka Royal Building 302

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート構造物に赤外線源より赤外
線を照射し、コンクリート構造物から反射する赤外線を
赤外線カメラで受信し、その赤外線データを解析するこ
とによりコンクリートの欠陥部を検出することを特徴と
するコンクリート構造物の欠陥部検出方法。
1. A concrete structure is characterized in that a concrete structure is irradiated with infrared rays from an infrared source, infrared rays reflected from the concrete structure are received by an infrared camera, and the infrared data is analyzed to detect a defective portion of the concrete. Method for detecting defects in concrete structures.
【請求項2】 コンクリート構造物に照射する赤外線
は、波長が1ミクロン乃至15ミクロンである請求項1
のコンクリート構造物の欠陥部検出方法。
2. The infrared rays with which the concrete structure is irradiated have a wavelength of 1 to 15 microns.
For detecting defective parts of concrete structures in.
JP10333591A 1991-04-09 1991-04-09 Method for detecting defective part of concrete structure Pending JPH0545314A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10333591A JPH0545314A (en) 1991-04-09 1991-04-09 Method for detecting defective part of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10333591A JPH0545314A (en) 1991-04-09 1991-04-09 Method for detecting defective part of concrete structure

Publications (1)

Publication Number Publication Date
JPH0545314A true JPH0545314A (en) 1993-02-23

Family

ID=14351289

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10333591A Pending JPH0545314A (en) 1991-04-09 1991-04-09 Method for detecting defective part of concrete structure

Country Status (1)

Country Link
JP (1) JPH0545314A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11160185A (en) * 1997-11-27 1999-06-18 Mitsubishi Motors Corp Water leakage inspecting device
JP2006153633A (en) * 2004-11-29 2006-06-15 Mitsubishi Electric Engineering Co Ltd Flaw determining device of matter to be inspected
US7064330B2 (en) * 2003-04-30 2006-06-20 United Technologies Corporation Infrared defect detection via broad-band acoustics
JP2015114226A (en) * 2013-12-12 2015-06-22 ジェイティエンジニアリング株式会社 Visual inspection device and visual inspection method
JP2019078550A (en) * 2017-10-20 2019-05-23 神鋼検査サービス株式会社 Crack detection method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6298243A (en) * 1985-10-25 1987-05-07 Jeol Ltd Inspection method for external wall of building and the like
JPH0222548A (en) * 1988-07-11 1990-01-25 Nkk Corp Analysis of component of concrete

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6298243A (en) * 1985-10-25 1987-05-07 Jeol Ltd Inspection method for external wall of building and the like
JPH0222548A (en) * 1988-07-11 1990-01-25 Nkk Corp Analysis of component of concrete

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11160185A (en) * 1997-11-27 1999-06-18 Mitsubishi Motors Corp Water leakage inspecting device
US7064330B2 (en) * 2003-04-30 2006-06-20 United Technologies Corporation Infrared defect detection via broad-band acoustics
US7297952B2 (en) * 2003-04-30 2007-11-20 United Technologies Corporation Infrared defect detection via broad-band acoustics
JP2006153633A (en) * 2004-11-29 2006-06-15 Mitsubishi Electric Engineering Co Ltd Flaw determining device of matter to be inspected
JP2015114226A (en) * 2013-12-12 2015-06-22 ジェイティエンジニアリング株式会社 Visual inspection device and visual inspection method
JP2019078550A (en) * 2017-10-20 2019-05-23 神鋼検査サービス株式会社 Crack detection method

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