JPH07119593B2 - Pipe diagnosis method by comparing X-ray radiographic density - Google Patents
Pipe diagnosis method by comparing X-ray radiographic densityInfo
- Publication number
- JPH07119593B2 JPH07119593B2 JP61121800A JP12180086A JPH07119593B2 JP H07119593 B2 JPH07119593 B2 JP H07119593B2 JP 61121800 A JP61121800 A JP 61121800A JP 12180086 A JP12180086 A JP 12180086A JP H07119593 B2 JPH07119593 B2 JP H07119593B2
- Authority
- JP
- Japan
- Prior art keywords
- tube
- test tube
- ray
- monitor
- density
- 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.)
- Expired - Lifetime
Links
Landscapes
- Length-Measuring Devices Using Wave Or Particle Radiation (AREA)
- Analysing Materials By The Use Of Radiation (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は非破壊検査による配管の劣化診断に係わり、特
に建築設備等における配管のX線透過写真濃度比較によ
る診断方法に関する。TECHNICAL FIELD The present invention relates to a deterioration diagnosis of a pipe by a nondestructive inspection, and more particularly to a diagnosis method by comparing an X-ray radiographic density of the pipe in a building facility or the like.
一般に、ビル等の給水、給湯及び空調用の配管は、長年
のうちにはどうしても腐食による強度の低下、漏水、管
内閉鎖といった障害が起こり、そのまま放置するとやが
てはビル機能の停止といった致命的な事態を招きかねな
い。そのため、ビルの配管の老朽化を事前にチェック
し、不測の事態に備えることは極めて重要である。In general, pipes for water supply, hot water supply, and air conditioning in buildings, etc. will inevitably suffer from deterioration of strength due to corrosion, water leakage, pipe closure, etc. over a long period of time, and if left unattended, a fatal situation such as the termination of building functions may occur. I could invite you. For this reason, it is extremely important to check the deterioration of building piping in advance and prepare for an unexpected situation.
このような配管の診断法として、特に溶接部分の欠陥探
傷等のために、従来、X線透過撮影による非破壊検査が
行われている。As a method for diagnosing such a pipe, nondestructive inspection by X-ray radiography has been conventionally performed, particularly for flaw detection of a welded portion.
第7図、第8図は溶接部分の欠陥探傷のための従来のX
線透過撮影による配管診断法を示す図であり、第7図は
X線源を管の中心に配置した場合、第8図はX線源を管
外に配置した場合を示し、1はX線源、2は試験体管、
3はX線フィルムである。7 and 8 show the conventional X for defect inspection of welded parts.
It is a figure which shows the piping diagnostic method by a radiographic imaging, FIG. 7 shows the case where an X-ray source is arrange | positioned in the center of a tube, FIG. 8 shows the case where an X-ray source is arrange | positioned outside a tube, 1 is an X-ray. Source, 2 is the test tube,
3 is an X-ray film.
第7図、第8図において、試験体管2を透過したX線で
フィルム3を感光させ、フィルム3上の画像濃度により
試験体管2の欠陥の発生位置、大きさおよび数などを調
べる。In FIGS. 7 and 8, the film 3 is exposed to X-rays that have passed through the test tube 2, and the position, size and number of defects in the test tube 2 are examined by the image density on the film 3.
またX線透過撮影による配管診断法を利用したものとし
て、化学プラント分野での局部腐食診断法があり、これ
はフィルム上に写った管壁の像を実測する壁輪郭法や、
フィルム中央部の基準点の黒度と他の点の黒度を対比す
るコントラスト法により管の残存肉厚を推定している。In addition, there is a local corrosion diagnosis method in the field of chemical plants as a method of using a pipe diagnosis method by X-ray radiography, which is a wall contour method for actually measuring an image of a pipe wall reflected on a film,
The remaining wall thickness of the tube is estimated by the contrast method which compares the blackness of the reference point in the center of the film with the blackness of other points.
また、肉厚既知な配管と、試験体管である配管とをそれ
ぞれX線撮影し、写真濃度比較により欠陥調査を行う方
法も行われている。Further, there is also a method in which a pipe having a known wall thickness and a pipe serving as a test body pipe are respectively subjected to X-ray photography and defect inspection is performed by comparing photograph densities.
次に、従来の階調計を用いた鋼板等の検査法について説
明すると、第9図は鋼板の厚さを階段状に変えた基準と
なる従来の階調計を示す図、第10図は第9図の階調計を
用いた検査法を示す図である。Next, a method of inspecting a steel plate or the like using a conventional gradation meter will be described. FIG. 9 shows a conventional gradation meter which serves as a reference in which the thickness of the steel plate is changed stepwise, and FIG. It is a figure which shows the inspection method using the gradation meter of FIG.
図において、階調計4は厚みを階段状に変えた正方形部
分41、42、43からなっており、これを、例えば溶接部の
ような試験部分5からあまり離れない母材2の上に乗
せ、重ね合わせた状態で同時にX線撮影してフィルム3
に感光させ、試験部分5と階調計4との写真濃度比較を
行うことにより、試験部分5の母材2からの盛り上がり
の程度を推定する。In the figure, the gradation meter 4 is composed of square portions 4 1 , 4 2 and 4 3 in which the thickness is changed in a stepwise manner. Film on top of the film, and take X-rays simultaneously while overlapping
Then, the degree of swelling of the test portion 5 from the base material 2 is estimated by exposing the test portion 5 to light and comparing the photographic density between the test portion 5 and the gradation meter 4.
第11図は第9図の階調計を管の検査に用いた場合を示
し、階調計4を管内の検査部分に配置し、線源1により
X線撮影して第10図の場合と同様に写真濃度比較により
検査を行う。FIG. 11 shows the case where the gradation meter of FIG. 9 is used for the inspection of the tube, and the gradation meter 4 is arranged at the inspection part in the tube, and the X-ray image is taken by the radiation source 1 and the case of FIG. Similarly, the inspection is performed by comparing the photographic density.
しかしながら、従来のX線透過撮影による溶接部検査
は、写真目視判定の域を出ず、欠陥の程度を定量的に把
握することができないと共に、目的が欠陥探傷のため、
欠陥の発生位置、大きさ及び数などを知ることを前提と
しており、配管の劣化診断にそのまま採用できない。特
に、建設設備の劣化診断においては、管の腐食減肉量
(残存肉厚)の読み取り精度を0.1mm位とする必要があ
るが、この方法ではこの条件を満たすことはできない。However, the conventional welded part inspection by X-ray radiography does not go beyond the scope of visual judgment of the photograph, and the degree of the defect cannot be quantitatively grasped, and the purpose is flaw detection,
It is premised on knowing the location, size, and number of defects, and cannot be used directly for deterioration diagnosis of piping. In particular, in diagnosing the deterioration of construction equipment, it is necessary to set the accuracy of reading the amount of corrosion wall thinning (remaining wall thickness) to about 0.1 mm, but this method cannot satisfy this condition.
また従来の化学プラント分野の局部腐食診断法における
壁輪郭法は撮影と肉厚測定が容易である反面、撮影枚数
が増えて不経済であると共に、管の口径が大きくなる
と、輪郭が不鮮明となって測定困難となり、精度も高々
±0.5mm位で、建築設備分野で必要とされる0.1mmの精度
を満たすことはできない。一方コントラスト法は、2〜
3枚の撮影で全周の肉厚推定ができ経済的で、検査落ち
が無い等の利点があるが、やや精度が悪く、肉厚の測定
に特種の技術を必要とし、浸食凹みにX線吸収物質が溜
まると誤差が生じ易く、さらに建築設備分野に適用しよ
うとすると、建築設備分野の配管では、局部腐食ではな
く全面腐食の形態となるため、錆コブがX線吸収物質と
なり、誤差が大きくなりすぎてしまう欠点がある。Moreover, while the wall contour method in the local corrosion diagnosis method in the conventional chemical plant field is easy to photograph and measure the wall thickness, it is uneconomical because the number of photographs increases and the contour becomes unclear when the pipe diameter increases. It becomes difficult to measure, and the accuracy is at most ± 0.5 mm, and it is not possible to meet the 0.1 mm accuracy required in the field of building equipment. On the other hand, the contrast method is 2 to
It is economical because the thickness of the entire circumference can be estimated by taking three images, and there are advantages such as no inspection omissions, but the accuracy is rather poor, and a special technique is required to measure the thickness, and X-rays can be found in the erosion dents. When the absorbing substance accumulates, an error is likely to occur, and when it is applied to the building equipment field, the pipe in the building equipment field is in the form of general corrosion rather than local corrosion. It has the drawback of becoming too large.
また、従来のX線透過撮影は、管の対面の状況を写して
いて、管肉厚をそのまま写しておらず、さらに、写真濃
度比較においても、肉厚既知な配管と試験体である配管
とを別々のフィルムに撮影していたため、それを比較す
る場合、X線発生器のエネルギー特性、電圧、電流、フ
ィルム、現像処理などの比較条件が異なってしまい、正
確な比較ができない欠点がある。Further, in the conventional X-ray radiography, the condition of the pipes facing each other is photographed, and the pipe wall thickness is not photographed as it is. Furthermore, in the comparison of photographic densities, the pipe having a known wall thickness and the pipe being the test body are Since the images were taken on different films, the comparison conditions such as the energy characteristics of the X-ray generator, the voltage, the current, the film, and the development process are different when the images are compared, and there is a drawback that an accurate comparison cannot be performed.
また、従来の階調計を用いた検査法は、階調計平板への
X線入射角により基準となる厚みが異なってしまい、そ
のため写真濃度が変わって正確な比較ができない。また
この検査法は、試験部と母材との厚みの差は求められる
が、試験部の材厚そのものは求められない。さらに管状
の被写体に対して階調計を使用したい場合、小口径管に
おいては、内部に置き難いし、外部に配置する場合もは
みだし部が出て、比較ができず、管の内部に水等の液体
が入っているような場合には、管と水とを合わせた透過
濃度差を計ることは出来ない。Further, in the conventional inspection method using a gradation meter, the reference thickness differs depending on the X-ray incident angle on the gradation meter flat plate, and therefore the photographic density changes and an accurate comparison cannot be made. Further, in this inspection method, the difference in thickness between the test portion and the base material is required, but the material thickness itself of the test portion is not required. Furthermore, if you want to use a gradation meter for a tubular subject, it is difficult to place it inside a small-diameter tube, and even if it is placed outside, the protruding part will come out and you will not be able to compare, and water etc. will be inside the tube. In the case where the above liquid is contained, it is not possible to measure the difference in permeation concentration of the pipe and water.
本発明は上記問題点を解決するためのものであって、X
線透過撮影による写真濃度比較により、高精度に配管の
肉厚を測定することができ、建築設備分野等の配管の劣
化診断にも適用することができるX線透過写真濃度比較
による配管診断方法を提供することを目的とする。The present invention is intended to solve the above problems, and
A pipe diagnostic method by X-ray radiographic density comparison that can measure the wall thickness of pipes with high accuracy by comparing radiographic densities by X-ray radiography and can also be applied to the deterioration diagnosis of pipes in the field of building equipment etc. The purpose is to provide.
そのために本発明のX線透過写真濃度比較による配管診
断方法は、試験体管に肉厚既知な同材質、同径のモニタ
ー管を外接させて併置し、モニター管と試験体管との外
接部の接線方向上に照射焦点があるX線発生器で同時に
X線照射してその透過像を同一フィルム上に撮影し、撮
影フィルムから読み取った管断面の写真濃度データから
識別されるモニター管と試験体管の外壁位置を一致させ
て管断面方向各位置での両者の写真濃度差を求め、求め
た濃度差が大きく変化する位置よりモニター管と試験体
管の肉厚変化点を識別して比較し、試験体管の肉厚を求
めることを特徴とする。Therefore, in the piping diagnosis method by the X-ray radiographic density comparison of the present invention, a monitor tube having the same material and the same diameter as the known thickness is circumscribed and juxtaposed to the test tube, and the circumscribed portion between the monitor tube and the test tube is placed. The X-ray generator, which has an irradiation focal point in the tangential direction, simultaneously shoots the X-rays on the same film, and the monitor tube and the test which can be identified from the photograph density data of the tube cross section read from the film. Match the outer wall position of the body tube to find the difference in photographic density at each position in the tube cross-sectional direction, and identify and compare the wall thickness change points of the monitor tube and the test body tube from the position where the obtained density difference greatly changes. Then, the thickness of the test tube is obtained.
本発明のX線透過写真濃度比較による配管診断方法は、
試験体管に肉厚既知な同材質、同径のモニター管を外接
させ、同時に同一フィルム上にX線透過撮影を行うこと
により、フィルム可視像の濃度に作用するX線の線量、
線質、散乱線、現像処理条件等の種々の条件を試験体と
モニター管とで同一にし、さらにモニター管の管肉厚を
段階的に変え、管状の階調計としておくことにより、フ
ィルム上でも管肉厚を段階的に把握でき、同一フィルム
上に写っている試験体管との写真濃度比較により試験体
管の肉厚を正確に求めることができる。The piping diagnosis method by X-ray radiographic density comparison of the present invention is
By circumscribing a monitor tube of the same material and the same diameter of known thickness to the test tube and simultaneously performing X-ray transmission imaging on the same film, the dose of X-ray that affects the density of the visible image of the film,
Various conditions such as radiation quality, scattered radiation, and development processing conditions are made the same for the test body and the monitor tube, and the tube wall thickness of the monitor tube is changed stepwise to form a tubular tone meter. However, the wall thickness of the test tube can be grasped in stages, and the wall thickness of the test tube can be accurately determined by comparing the photographic density with that of the test tube shown on the same film.
以下、実施例を図面を参照しつつ説明する。 Hereinafter, embodiments will be described with reference to the drawings.
第1図は本発明によるX線撮影による配管検査方法を示
す図、第2図は撮影した管の画像を示す図、第3図はフ
ィルム画像の濃度読み取り装置の構成を示す図で、10は
X線発生器焦点、11は肉厚既知のモニター管、12は試験
体管、13はフィルム、14はモニター管の画像、15は試験
体管の画像、16は画像読み取り装置、17はA/D変換器、1
8は電算機である。FIG. 1 is a diagram showing a pipe inspection method by X-ray photography according to the present invention, FIG. 2 is a diagram showing an image of a photographed pipe, and FIG. 3 is a diagram showing a configuration of a film image density reading device. X-ray generator focus, 11 is a monitor tube of known wall thickness, 12 is a test tube, 13 is a film, 14 is an image of the monitor tube, 15 is an image of the test tube, 16 is an image reading device, 17 is A / D converter, 1
8 is a computer.
第1図に示すように試験体管12とモニター管11を横に並
べて外接させ、X線発生器焦点10を外接部の接線位置と
する。試験体管12内に水等の液体が入っている場合に
は、モニター管内にも同じ液体を入れる。こうしてX線
撮影することにより第2図に示すようなフィルム画像が
得られる。As shown in FIG. 1, the test tube 12 and the monitor tube 11 are arranged side by side and circumscribed, and the X-ray generator focus 10 is set to the tangent position of the circumscribed portion. If a liquid such as water is contained in the test tube 12, the same liquid is also contained in the monitor tube. By filming X-rays in this way, a film image as shown in FIG. 2 is obtained.
次に、作成された撮影フィルムを画像濃度読み取り装置
16にかけてフィルム画像の濃度値を読み取り、これをA/
D変換器17によりディジタル信号に変換した後電算機処
理を行う。Next, the created photographic film is read with an image density reading device.
Read the density value of the film image over 16 times, and read this in A /
After being converted into a digital signal by the D converter 17, computer processing is performed.
なお、後述するようにモニター管の肉厚を段階的に変え
ておくことにより試験体管とのフィルム画像濃度を比較
することで、肉厚を数値的に読み取ることができる。The wall thickness can be read numerically by comparing the film image density with the test body tube by changing the wall thickness of the monitor tube stepwise as described later.
第4図は読み取られた画像の解析例を示す図で、同図
(A)は併置されたモニター管と試験体管の断面図、同
図(B)は撮影フィルムを示す図、同図(C)は図
(B)のX−X断面の写真濃度変化を示す図である。図
中、11はモニター管、12は試験体管、19は錆コブであ
る。FIG. 4 is a diagram showing an example of analysis of the read image. FIG. 4 (A) is a cross-sectional view of a monitor tube and a test body tube placed side by side, FIG. 4 (B) is a view showing a photographic film, and FIG. FIG. 6C is a diagram showing a change in photographic density on the XX cross section of FIG. In the figure, 11 is a monitor tube, 12 is a test tube, and 19 is a rust bump.
X線発生器の焦点位置は第1図で示したようにモニター
管11及び試験体管12の接線上にあり、図(B)の任意の
位置X−X断面の写真濃度を読み取り、電算機処理して
図(C)のようにグラフ化する。図の位置X1、XAはモニ
ター管のそれぞれ内壁、外壁に相当し、位置X2、XBは試
験体管のそれぞれ内壁、外壁に相当する。The focus position of the X-ray generator is on the tangent line of the monitor tube 11 and the test body tube 12 as shown in FIG. 1, and the photographic density at the arbitrary position XX cross section of FIG. It is processed and graphed as shown in FIG. The positions X 1 and X A in the figure correspond to the inner wall and the outer wall of the monitor tube, respectively, and the positions X 2 and X B correspond to the inner wall and the outer wall of the test tube, respectively.
次に、第4図(C)のグラフを軸Oを中心に線対象とな
る様XA、XB点を合わせると第5図(A)のようなグラフ
が得られる。図のD(X1)はモニター管の写真濃度、D
(X2)は試験体管の写真濃度を示す。Next, the graph of FIG. 5 (A) is obtained by combining the graphs of FIG. 4 (C) with X A and X B points so as to be line-symmetrical about the axis O. D (X 1 ) in the figure is the photographic density of the monitor tube, D
(X 2 ) indicates the photographic density of the test tube.
また第5図(B)は写真濃度D(X1)とD(X2)の差を
示すグラフである。ここで両者の濃度差が大きく変化す
るX座標を読み取ることにより、モニター管の肉厚変化
点X1と試験体管変化点X2を得る。モニター管肉厚が既知
なので、これをt1、試験体管の肉厚をt2とすると、 として試験体管の肉厚を求めることができる。Further, FIG. 5 (B) is a graph showing the difference between the photographic densities D (X 1 ) and D (X 2 ). By reading the X coordinate where the difference in concentration between the two greatly changes, the wall thickness change point X 1 of the monitor tube and the test tube change point X 2 are obtained. Since the wall thickness of the monitor tube is known, if this is t 1 and the wall thickness of the test tube is t 2 , As a result, the wall thickness of the test tube can be obtained.
次に、本発明において用いられる肉厚を段階状に変えた
モニター管、即ち管状階調計について説明する。Next, a monitor tube used in the present invention in which the wall thickness is changed stepwise, that is, a tubular gradation meter will be described.
第6図は本発明による管状階調計を示す図で、同図
(A)は外径を一定にして内径を段階状に変えることに
より肉厚を変えた管状階調計の斜視図、同図(B)は管
状階調計を縦方向に裁断した斜視図、同図(C)は縦断
面図、同図(D)は内径を一定にして外径を階段状に変
えることにより肉厚を変えた管状階調計の斜視図、同図
(E)は管状階調計を縦方向に裁断した斜視図、同図
(F)は縦断面図で、20、26は管状階調計、21、22、23
は管内壁、24、25、30、31は栓、27、28、29は管外壁で
ある。FIG. 6 is a view showing a tubular tone meter according to the present invention. FIG. 6A is a perspective view of the tubular tone meter in which the outer diameter is made constant and the inner diameter is changed stepwise to change the wall thickness. Figure (B) is a perspective view of a tubular gradation meter cut in the vertical direction, Figure (C) is a vertical cross-sectional view, and Figure (D) is a wall thickness by changing the outer diameter in a stepwise manner while keeping the inner diameter constant. Fig. (E) is a perspective view obtained by cutting the tubular gradation meter in the longitudinal direction, Fig. (F) is a longitudinal sectional view, and 20 and 26 are tubular gradation meters. 21, 22, 23
Is an inner wall of the tube, 24, 25, 30, 31 are stoppers, and 27, 28, 29 are outer walls of the tube.
図において、管状階調計20は外径を一定にし、内径を順
次階段状に変えることにより、内壁部21、22、23の肉厚
をt0、t1、t2と変えて、肉厚の異なるいろいろな試験体
管との濃度比較ができるようになっている。また試験体
管に液体が入っているような場合は、それと同じ液体を
内部に封入し、条件を同じにできるように、管の両端に
栓24、25を設けて水を入れた管状階調計とすることによ
り、水の詰まった試験体管との濃度比較を行うことが出
来る。In the figure, the tubular gradation meter 20 has a constant outer diameter and a stepwise change in inner diameter, so that the wall thicknesses of the inner wall portions 21, 22, 23 are changed to t 0 , t 1 , t 2 , It is possible to compare the concentration with various test tube of different. If the test tube contains a liquid, the same liquid is sealed inside, and plugs 24 and 25 are provided at both ends of the tube so that the conditions can be the same. By using a meter, it is possible to compare the concentration with a test tube containing water.
管状階調計26は内径を一定にし、外径を順次段階状に変
えることにより、外壁部27、28、29の肉厚をt0、t1、t2
と変えており、使用方法は管状階調計20と同じである。The tubular gradation meter 26 has a constant inner diameter, and the outer diameter is changed stepwise so that the wall thicknesses of the outer wall portions 27, 28, 29 are t 0 , t 1 , t 2.
, And the usage is the same as the tubular tone meter 20.
なお内径Rは10A〜100Aまで各口径毎に作成し、lは15
〜25mm、Lは150mm程度である。このように階調計断面
を円形とすることにより、円の中心を通るX線は照射角
度にかかわらず同じ写真濃度を保持できると共に、被写
体の小口径管と同じ口径の管状階調計を並べてX線透過
撮影することにより、被写体の肉厚を階調計と直接比較
することができる。In addition, the inner diameter R is made for each aperture from 10A to 100A, and l is 15
~ 25mm, L is about 150mm. By making the cross section of the tonometer circular in this way, X-rays passing through the center of the circle can maintain the same photographic density regardless of the irradiation angle, and a tubular tone meter of the same diameter as the small aperture tube of the subject can be arranged. By X-ray radiography, the thickness of the subject can be directly compared with the gradation meter.
以上の説明から明らかなように、本発明によれば、モニ
ター管と試験体管とを外接させて同時X線写真撮影し、
同一フィルム上の写真濃度を比較することにより、両者
の管肉厚を比較し、試験体管の肉厚を正確に求めること
ができるので、配管の劣化診断を行うことができる。ま
た撮影したフィルムを画像濃度読み取り装置によりフィ
ルム濃度を読み取り、電算機処理することにより±0.1m
m程度の精度での測定が可能となり、建築設備分野等の
配管の劣化診断にも適用することができる。また、モニ
ター管の管肉厚を段階的に変え、管状の階調計としてお
くことにより、フィルム上でも管肉厚を数値的に求める
ことができると共に、試験体管に水等の液体が入ってい
るような場合には、管状階調計に栓をすることにより試
験体管内と同一の水等の液体を入れ、条件を同じにして
正確に管肉厚を求めることができる。As is apparent from the above description, according to the present invention, a monitor tube and a test tube are circumscribed to perform simultaneous X-ray photography,
By comparing the photographic densities on the same film, it is possible to compare the wall thicknesses of the two and to accurately determine the wall thickness of the test tube, so that it is possible to perform a deterioration diagnosis of the pipes. In addition, the film density of the photographed film is read by an image density reading device and processed by a computer to obtain ± 0.1 m
It is possible to measure with an accuracy of about m, and it can be applied to the deterioration diagnosis of piping in the field of building equipment. In addition, by changing the tube wall thickness of the monitor tube stepwise and setting it as a tubular gradation meter, the tube wall thickness can be calculated numerically even on the film, and liquid such as water enters the test tube. In such a case, it is possible to accurately determine the tube wall thickness by inserting the same liquid such as water in the test tube into the tube by plugging the tubular tone meter under the same conditions.
第1図は本発明によるX線撮影による配管検査方法を示
す図、第2図は撮影した管の画像を示す図、第3図はフ
ィルム画像の濃度読み取り装置の構成を示す図、第4図
は読み取られた画像の解析例を示す図で、同図(A)は
併置されたモニター管と試験体管の断面図、同図(B)
は撮影フィルムを示す図、同図(C)は図(B)のX−
X断面の写真濃度変化を示す図、第5図はモニター管と
試験体管の写真濃度を比較するための図で、同図(A)
は写真濃度を示す図、同図(B)は写真濃度差を示す
図、第6図は本発明による管状階調計を示す図で、同図
(A)は外径を一定にして内径を階段状に変えることに
より肉厚を変えた管状階調計の斜視図、同図(B)は図
(A)の管状階調計を縦方向に裁断した斜視図、同図
(C)は図(A)の管状階調計の縦断面図、同図(D)
は内径を一定にして外径を段階状に変えることにより肉
厚を変えた管状階調計の斜視図、同図(E)は図(D)
の管状階調計を縦方向に裁断した斜視図、同図(F)は
図(D)の管状階調計の縦断面図、第7図は線源を管内
中心に配置した従来のX線透過撮影による配管検査法を
示す図、第8図は線源を管外に配置した従来のX線透過
撮影による配管検査法を示す図、第9図は従来の階調計
を示す図、第10図は階調計を用いた従来のX線透過撮影
による平板の検査法を示す図、第11図は階調計を用いた
従来のX線透過撮影による配管の検査法を示す図であ
る。 10……X線発生器焦点、11……モニター管、12……試験
体管、13……フィルム、14……モニター管の画像、15…
…試験体管の画像、16……画像読み取り装置、17……A/
D変換器、18……電算機、19……錆コブ、20、26……管
状階調計、24、25、30、31……栓、FIG. 1 is a diagram showing a pipe inspection method by X-ray photography according to the present invention, FIG. 2 is a diagram showing an image of a photographed pipe, FIG. 3 is a diagram showing a configuration of a film image density reading device, and FIG. Is a diagram showing an example of analysis of the read image. FIG. 7A is a cross-sectional view of a monitor tube and a test tube that are arranged side by side, and FIG.
Is a diagram showing a photographic film, and FIG.
FIG. 5 is a diagram showing a change in photographic density of the X section, and FIG. 5 is a diagram for comparing photographic densities of the monitor tube and the test body tube.
Is a diagram showing a photographic density, FIG. 6B is a diagram showing a photographic density difference, and FIG. 6 is a diagram showing a tubular gradation meter according to the present invention. FIG. A perspective view of a tubular gradation meter in which the wall thickness is changed by changing it in a stepwise manner, the same figure (B) is a perspective view obtained by cutting the tubular gradation meter of FIG. (A) in the vertical direction, and the same figure (C) is a figure. FIG. 3D is a vertical cross-sectional view of the tubular gradation meter of FIG.
Is a perspective view of a tubular gradation meter in which the wall thickness is changed by changing the outer diameter in a stepwise manner while keeping the inner diameter constant, and FIG.
Fig. 7F is a vertical cross-sectional view of the tubular gradation meter of Fig. 7D, and Fig. 7 is a conventional X-ray with the radiation source arranged in the center of the tube. FIG. 8 is a diagram showing a pipe inspection method by transmission radiography, FIG. 8 is a diagram showing a conventional pipe inspection method by X-ray transmission radiography in which a radiation source is arranged outside the pipe, and FIG. 9 is a diagram showing a conventional gradation meter. FIG. 10 is a diagram showing a conventional method for inspecting a flat plate by X-ray transmission imaging using a gradation meter, and FIG. 11 is a diagram showing a method for inspecting a pipe by conventional X-ray transmission imaging using a gradation meter. . 10 …… X-ray generator focus, 11 …… Monitor tube, 12 …… Test tube, 13 …… Film, 14 …… Monitor tube image, 15…
… Image of test tube, 16 …… Image reading device, 17 …… A /
D converter, 18 …… Computer, 19 …… Rust bump, 20,26 …… Tubular gray scale, 24,25,30,31 …… Spigot,
───────────────────────────────────────────────────── フロントページの続き (72)発明者 鬼頭 春雄 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (72)発明者 石原 弘 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (72)発明者 斉藤 鉄夫 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (72)発明者 長田 耕治 東京都中央区京橋2丁目16番1号 清水建 設株式会社内 (56)参考文献 特開 昭55−154445(JP,A) 特開 昭58−169016(JP,A) 特開 昭56−46405(JP,A) 実開 昭58−148662(JP,U) ─────────────────────────────────────────────────── ─── Continuation of front page (72) Haruo Kito, 2-16-1, Kyobashi, Chuo-ku, Tokyo Shimizu Construction Co., Ltd. (72) Hiroshi Ishihara 2--16-1, Kyobashi, Chuo-ku, Tokyo Shimizu Incorporated (72) Inventor Tetsuo Saito 2-16-1 Kyobashi, Chuo-ku, Tokyo Shimizu Constructed In-house (72) Inventor Koji Nagata 2-16-1 Kyobashi, Chuo-ku, Tokyo Constructed Shimizu (56) References JP 55-154445 (JP, A) JP 58-169016 (JP, A) JP 56-46405 (JP, A) Actual development Sho 58-148662 (JP, U)
Claims (1)
ター管を外接させて併置し、モニター管と試験体管との
外接部の接線方向上に照射焦点があるX線発生器で同時
にX線照射してその透過像を同一フィルム上に撮影し、
撮影フィルムから読み取った管断面の写真濃度データか
ら識別されるモニター管と試験体管の外壁位置を一致さ
せて管断面方向各位置での両者の写真濃度差を求め、求
めた濃度差が大きく変化する位置よりモニター管と試験
体管の肉厚変化点を識別して比較し、試験体管の肉厚を
求めることを特徴とするX線透過写真濃度比較による配
管診断方法。1. An X-ray generator having an irradiation focus on the tangential direction of the circumscribed portion between the monitor tube and the test tube, wherein a monitor tube of the same material of the same thickness and the same diameter is circumscribed and juxtaposed to the test tube. X-ray irradiation at the same time with the instrument and the transmission image is taken on the same film,
Match the outer wall positions of the monitor tube and the test tube identified from the photograph density data of the tube cross section read from the photographic film to find the difference in photographic density at each position in the tube cross section direction, and the obtained density difference changes greatly. A method for diagnosing piping by comparing X-ray radiographic densities, characterized in that the wall thickness change points of the monitor tube and the test tube are identified and compared from the position to determine the wall thickness of the test tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61121800A JPH07119593B2 (en) | 1986-05-27 | 1986-05-27 | Pipe diagnosis method by comparing X-ray radiographic density |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61121800A JPH07119593B2 (en) | 1986-05-27 | 1986-05-27 | Pipe diagnosis method by comparing X-ray radiographic density |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62277542A JPS62277542A (en) | 1987-12-02 |
| JPH07119593B2 true JPH07119593B2 (en) | 1995-12-20 |
Family
ID=14820233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61121800A Expired - Lifetime JPH07119593B2 (en) | 1986-05-27 | 1986-05-27 | Pipe diagnosis method by comparing X-ray radiographic density |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07119593B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP4222474A2 (en) * | 2020-09-29 | 2023-08-09 | Varex Imaging Corporation | Radiographic inspection system for pipes and other structures and material loss estimation |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7480363B2 (en) * | 2004-09-15 | 2009-01-20 | Ge Betz, Inc. | Converting a digital radiograph to an absolute thickness map |
| JP4885662B2 (en) * | 2006-09-19 | 2012-02-29 | 株式会社日立エンジニアリング・アンド・サービス | Method and apparatus for inspecting surface rust of cylindrical member coated on surface |
| US9267636B2 (en) | 2010-05-07 | 2016-02-23 | 1876255 Ontario Limited | Protective liner with wear detection |
| JP6031339B2 (en) * | 2012-11-21 | 2016-11-24 | 富士フイルム株式会社 | Perspective image density correction method, nondestructive inspection method, and image processing apparatus |
| JP6658315B2 (en) * | 2016-06-02 | 2020-03-04 | 日本製鉄株式会社 | Girth weld inspection method |
| JP6220033B2 (en) * | 2016-10-24 | 2017-10-25 | 富士フイルム株式会社 | Perspective image density correction method, nondestructive inspection method, and image processing apparatus |
| US11668660B2 (en) | 2020-09-29 | 2023-06-06 | Varex Imaging Corporation | Radiographic inspection system for pipes and other structures and material loss estimation |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55154445A (en) * | 1979-05-21 | 1980-12-02 | Toshiba Corp | Production of video correcting mask |
| JPS5646405A (en) * | 1979-09-25 | 1981-04-27 | Konishiroku Photo Ind Co Ltd | Equivalent thickness measuring method |
| JPS58169016A (en) * | 1982-03-31 | 1983-10-05 | Nippon Kokan Kk <Nkk> | Calibrating method of measuring device for pipe thickness |
| JPS58148662U (en) * | 1982-03-31 | 1983-10-05 | 日本鋼管株式会社 | calibration test tube |
-
1986
- 1986-05-27 JP JP61121800A patent/JPH07119593B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP4222474A2 (en) * | 2020-09-29 | 2023-08-09 | Varex Imaging Corporation | Radiographic inspection system for pipes and other structures and material loss estimation |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62277542A (en) | 1987-12-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| BR112019001624B1 (en) | METHOD FOR DETERMINING GEOMETRIC PARAMETERS AND/OR STATE OF OBJECTIVE MATERIAL UNDER RADIOGRAPHY STUDY | |
| US6600806B1 (en) | System for radiographic determination of pipe wall thickness | |
| Ghandourah et al. | Evaluation of welding imperfections with X-ray computed laminography for NDT inspection of carbon steel plates | |
| JPH07119593B2 (en) | Pipe diagnosis method by comparing X-ray radiographic density | |
| US20060207116A1 (en) | Alignment quality indicator | |
| JP2009180647A (en) | Radiation transmission test method for welds | |
| Onel et al. | Radiographic wall thickness Measurement of pipes by a new tomographic algorithm | |
| JPH03148006A (en) | Thickness measuring method of duplex pipe of different materials | |
| CN109360669A (en) | A method for evaluating the concave depth of weld seam for high temperature gas-cooled reactor ball flow pipeline | |
| JP3199417B2 (en) | Standard specimen for non-destructive inspection of piping | |
| JPS58117445A (en) | Steel pipe detecting method by radiation penetration | |
| JPS6114550A (en) | Inclusion rate measuring instrument | |
| Harara | Corrosion evaluation and wall thickness measurement on large-diameter pipes by tangential radiography using a Co-60 gamma-ray source | |
| JPH049606A (en) | Method for measuring corroded state of inside of piping based upon radiograph | |
| HU187820B (en) | Method and device /modification body/ for generating radiology image, preferably for applying at material testing | |
| JP4185841B2 (en) | Method for determining the resolution of a radiographic test image | |
| Fournier et al. | 3‐D Reconstruction from Narrow‐Angle Radiographs | |
| Callister | Profile radiography by gamma rays | |
| JP2555353B2 (en) | Method and apparatus for measuring thickness of two-layer structural material | |
| Halmshaw | Introduction: capabilities and limitations of radiographic inspection | |
| Thiele et al. | Radiographic Inspection of Weldigns by Digital Sensors | |
| JPS6017734Y2 (en) | Film holder for radiographic testing | |
| Rossi Ciampolini et al. | Radiographic Inspection | |
| Kajiwara | X-ray piping diagnostic system | |
| Yan | NDE Technology of Pressure Equipment in Line with International Standards Part 1: Radiographic Examination |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |