JP2986964B2 - Piping member damage detection method - Google Patents
Piping member damage detection methodInfo
- Publication number
- JP2986964B2 JP2986964B2 JP3172961A JP17296191A JP2986964B2 JP 2986964 B2 JP2986964 B2 JP 2986964B2 JP 3172961 A JP3172961 A JP 3172961A JP 17296191 A JP17296191 A JP 17296191A JP 2986964 B2 JP2986964 B2 JP 2986964B2
- Authority
- JP
- Japan
- Prior art keywords
- marker
- piping
- piping member
- pipe member
- detecting
- 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 - Fee Related
Links
Landscapes
- Length Measuring Devices By Optical Means (AREA)
- Investigating Materials By The Use Of Optical Means Adapted For Particular Applications (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は例えば軽水型原子炉の一
次冷却系・主蒸気系等に存在する各種配管部材の損傷検
知方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for detecting damage to various piping members existing in a primary cooling system, a main steam system, etc. of a light water reactor, for example.
【0002】[0002]
【従来の技術】従来の配管系設計としては、一般に容器
とスペシャルティ機器との間を配管部材として配管・ノ
ズル・エルボ等で接続することにより構成されている。
それらの機器間は通常、はめあわせ・ねじ込み等の機械
的結合によるほか、溶接によって構成されている場合が
多々存在する。これらの箇所は定期点検時等に決められ
た検査手法に基づいて各種の検査が行われ、劣化・機能
低下等が認められた時点で補修・交換することになって
いる。2. Description of the Related Art In general, a conventional piping system is designed by connecting a container and a specialty device as a piping member by piping, a nozzle, an elbow, or the like.
Usually, there are many cases in which these devices are constituted by welding in addition to mechanical connection such as fitting and screwing. These parts are subjected to various inspections based on the inspection method determined at the time of periodic inspections, etc., and are to be repaired or replaced when deterioration or functional deterioration is recognized.
【0003】[0003]
【発明が解決しようとする課題】従来の構造において、
溶接部周辺の目視・超音波・放射線検査等を行うが、従
来の技術では必ずしも十分な検出精度を有しているとは
いえない。また、この様な高温プラントでの配管部材は
一般に、高温・腐食・摩耗・水環境等で大気中の使用条
件よりもかなり過酷な環境下で利用される場合が多い。
その様な場所での破壊に関して疲労損傷を例にとると、
従来の技術では初期から明確な兆候を検出し難く、予防
保全という観点からは今後の開発が必要な部分である。
また、現在、小口径管に関しては検査自体が難しくなる
課題がある。SUMMARY OF THE INVENTION In a conventional structure,
Visual inspection, ultrasonic wave, radiation inspection, and the like around the welded portion are performed, but the conventional technology does not always have sufficient detection accuracy. In addition, piping members in such a high-temperature plant are generally used in an environment that is considerably severer than the use conditions in the air, such as high temperature, corrosion, abrasion, and water.
Taking fatigue damage as an example of failure in such a place,
Conventional technology makes it difficult to detect clear signs from the beginning, and is a part that needs further development from the viewpoint of preventive maintenance.
Further, at present, there is a problem that the inspection itself is difficult for small-diameter pipes.
【0004】本発明は上記課題を解決するためになされ
たもので、プラント運転中の配管部材に対して、製造時
点から共用期間中の損傷の検出を考慮した製造方法を採
用すると同時に、これらの配管部材に累積した損傷を評
価可能なシステムにできる配管部材の損傷検知方法を提
供することにある。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems. At the same time, the present invention adopts a method of manufacturing a piping member in operation of a plant in consideration of the detection of damage from the time of manufacture to a period of common use. An object of the present invention is to provide a method for detecting damage to a piping member, which can be used as a system capable of evaluating damage accumulated in the piping member.
【0005】[0005]
【課題を解決するための手段】本発明は配管用部材に製
造時に光学的検出手段によって各点の相対位置変化を検
出し得る微小なマーカを周方向に数箇所、周期的に貼り
付け、この配管部材をプラントに据え付け後及びプラン
ト運転中に光学的な検出手段により前記マーカの位置の
変化を処理して局所的に発生した歪を検出し、複数の測
定値に基づいて、前記配管部材の全体変形及び負荷荷重
を測定し、その測定値を演算することによって、変動荷
重による累積疲労損傷を検出することを特徴とする。According to the present invention, a small marker capable of detecting a change in the relative position of each point by an optical detecting means at the time of manufacture is periodically attached to a pipe member at several locations in a circumferential direction. After the piping member is installed in the plant and during plant operation, the change in the position of the marker is processed by the optical detection means to detect locally generated distortion, and based on a plurality of measured values, It is characterized by measuring the overall deformation and the applied load and calculating the measured values to detect the accumulated fatigue damage due to the variable load.
【0006】[0006]
【作用】各種配管部材を製造する時点で基本的な強度に
影響しないような方法を用いて、各部の局所歪を検知し
得る微小マーカを配置する。その際に、これらのマーカ
間では(1)局所微小歪を各点の変位から算出するため
の三角形の配置を行う。(2)各マーカ群各々で直交2
方向の歪を測定するためのマーカ配置とする。(3)全
体変形を解析するため最低限でも周方向90°間隔でマ
ーカ群を配置する。この3つの必要条件を満たす必要が
ある。これらのマーカをイメージファイバ等の検出装置
で相対位置を測定することにより、表面の微小歪及び部
材全体に負荷されている荷重を求めることが可能であ
る。製造時に設置した等間隔の微小マーカは、プラント
据え付け時及びプラント運転時に部材に負荷される荷重
に応じて、その間隔を変える。この間隔を変えたマーカ
の相対位置を測定して、局所的に発生した表面歪の方向
成分を検出する。その後に、周方向数点の歪の測定値に
基づき配管全体に及ぼすモーメント成分や軸方向に換算
することができる。この荷重値に基づき配管部材に発生
する応力・歪の分布分布を算出し、全体構造の中での損
傷値の大きな場所を推定することが可能となる。また、
算出した変動応力・歪の分を考慮することにより疲労損
傷の累積を検出することができる。A minute marker capable of detecting local distortion of each part is arranged by using a method which does not affect the basic strength when manufacturing various piping members. At this time, between these markers, (1) a triangular arrangement for calculating the local minute strain from the displacement of each point is performed. (2) orthogonal 2 for each marker group
A marker arrangement for measuring directional distortion is used. (3) Markers are arranged at least at intervals of 90 ° in the circumferential direction in order to analyze the entire deformation. These three requirements must be met. By measuring the relative positions of these markers with a detection device such as an image fiber, it is possible to determine the minute strain on the surface and the load applied to the entire member. The minute markers arranged at equal intervals installed at the time of manufacture change their intervals according to the loads applied to the members during plant installation and plant operation. By measuring the relative position of the marker with the changed interval, the direction component of the locally generated surface distortion is detected. Thereafter, based on the measured values of the strains at several points in the circumferential direction, the moment component acting on the entire pipe or the axial direction can be converted. Based on this load value, the distribution of stress / strain generated in the piping member is calculated, and it is possible to estimate a location where the damage value is large in the entire structure. Also,
Accumulation of fatigue damage can be detected by taking into account the calculated fluctuating stress and strain.
【0007】[0007]
【実施例】図面を参照しながら本発明に係る配管部材の
損傷検知方法の一実施例を説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for detecting damage to a piping member according to the present invention will be described with reference to the drawings.
【0008】本発明で使用する配管部材の構造および検
出システム図を図1に示す。本発明では配管部材1の同
じ軸方向位置において上下及び90°方向に4セットを
一組とするマーカ2を設置した例である。これらマーカ
群は製造時点でかなり精密な精度で配置される必要があ
る。また、これらのマーカ2を検出及び演算処理するセ
ンサとして、通常TVカメラかイメージファィバで構成
される光学検出装置11が必要である。また、得られた
画像をデジタル化する画像処理装置12及び得られた数
値データを処理して負荷された損傷を検出するための演
算装置13が必要となる。マーカ群の例として圧痕型マ
ーカ3を用いた場合の例を図2に示す。三角形に配置さ
れた圧痕型マーカ3が中心まわりの4方向に配置されて
おり、各方向での歪を算出することができる。それぞれ
の圧痕型マーカ3はビッカース圧子程度の大きさで深さ
及び間隔も100ミクロン程度のもので十分であるた
め、配管部材1が元来所有している強度には殆ど影響が
ない。各々の圧痕型マーカ3の上面と断面を図示したも
のが図3である。この様な規則正しく設置された製造時
マーカ20が、据え付け時及び運転時に外部から荷重を
負荷されて変形すると、その使用時マーカ21の間隔が
図4中点線に示すように変化する。その際に光学的手段
で検出した3点の相対変位から、三角測量の原理を応用
して、有限要素法等で用いられる補間関数を用いてこの
領域の中での平均化された表面歪を検出することが出来
る。但し、これだけであると圧痕型マーカ3がない部分
に損傷のピークが生じた場合に検出不可能となる。そこ
で、この様にして得られた各マーカ群での直交二方向の
歪を採取し続けることにより、配管部材の周方向に配置
した各点での歪の分布が測定される。またこれらの圧痕
型マーカ3を軸方向に適当な間隔で設置して軸方向にも
歪の分布を得ることができる。これらの値を組み合わせ
て、いくつかの材力的な演算結果を用いることにより、
局部的に配管としてどの様な荷重が負荷されているかを
知ることが出来る。その結果、配管部材1の応力・歪の
ピーク位置及びその大きさを算出することができる。こ
の測定を連続的に行う事により、圧痕型マーカの変位の
変動幅を測定することができ、ひいては応力変動によっ
て素材に累積される疲労損傷を、あらゆる場所に関して
検出することが出来、配管部材の強度劣化を検出するこ
とが可能となる。FIG. 1 shows the structure of a piping member used in the present invention and a diagram of a detection system. The present invention is an example in which four sets of markers 2 are installed in the vertical and 90 ° directions at the same axial position of the pipe member 1. These markers need to be arranged at a very precise precision at the time of manufacture. Further, as a sensor for detecting and calculating these markers 2, an optical detection device 11 usually composed of a TV camera or an image fiber is required. Further, an image processing device 12 for digitizing the obtained image and an arithmetic device 13 for processing the obtained numerical data to detect the damage applied are required. FIG. 2 shows an example in which an indentation type marker 3 is used as an example of the marker group. The indentation type markers 3 arranged in a triangle are arranged in four directions around the center, and the distortion in each direction can be calculated. Since each indentation type marker 3 having a size of about the Vickers indenter and a depth and an interval of about 100 microns is sufficient, the strength originally possessed by the pipe member 1 is hardly affected. FIG. 3 shows the top surface and cross section of each indentation type marker 3. When such a manufacturing marker 20 that is regularly installed is deformed by applying a load from outside during installation and operation, the interval between the markers 21 during use changes as shown by a dotted line in FIG. At that time, from the relative displacements of the three points detected by optical means, applying the principle of triangulation, the averaged surface distortion in this area was calculated using the interpolation function used in the finite element method, etc. Can be detected. However, if this is the only case, it becomes impossible to detect when a peak of damage occurs in a portion where there is no indentation type marker 3. Therefore, by continuously collecting strains in the two orthogonal directions at each marker group obtained in this manner, the strain distribution at each point arranged in the circumferential direction of the pipe member is measured. Further, by disposing these indentation type markers 3 at appropriate intervals in the axial direction, it is possible to obtain a strain distribution in the axial direction. By combining these values and using some powerful calculation results,
It is possible to know what kind of load is applied locally as piping. As a result, the peak position and the magnitude of the stress / strain of the pipe member 1 can be calculated. By performing this measurement continuously, the fluctuation range of the displacement of the indentation type marker can be measured, and thus, fatigue damage accumulated in the material due to stress fluctuation can be detected at any place, and the piping member can be detected. It is possible to detect strength deterioration.
【0009】なお、本発明は上記実施例に限らず配管の
みならずノズル・エルボ等にも適用することが可能であ
る。また、マーカの種類として本実施例で用いた、ビッ
カース圧痕の様に機械的なものの他にも、半導体関係で
用いられている様なフォトレジスト・エッチングや有色
元素のイオン注入法等化学的なものも使用可能である。The present invention is not limited to the above embodiment, but can be applied not only to piping but also to nozzles and elbows. Further, in addition to mechanical markers such as Vickers indentations used in this embodiment as marker types, chemical markers such as photoresist etching and ion implantation of colored elements used in semiconductors are used. Things can also be used.
【0010】[0010]
【発明の効果】本発明によれば原子炉系の配管部材全体
に関して、高温プラント運転中の劣化損傷を比較的容易
にかつ早期に検出することが出来るため、寿命評価が可
能となるとともに信頼性向上に効果がある。According to the present invention, deterioration damage during the operation of a high-temperature plant can be detected relatively easily and early with respect to the entire piping system of a nuclear reactor system. Effective for improvement.
【図1】本発明の実施例に適用する配管部材の構造及び
その検出システムを示す配置図。FIG. 1 is a layout diagram showing a structure of a piping member applied to an embodiment of the present invention and a detection system thereof.
【図2】図1における実施例で使用した、圧痕型マーカ
群を示す構成図。FIG. 2 is a configuration diagram showing an indentation type marker group used in the embodiment in FIG.
【図3】図2における、圧痕型マーカの上面および断面
を示す概念図。FIG. 3 is a conceptual diagram showing an upper surface and a cross section of an indentation type marker in FIG. 2;
【図4】図1における実施例の荷重を受けたマーカを示
す変形状態比較図。FIG. 4 is a deformed state comparison diagram showing a marker under load of the embodiment in FIG. 1;
1…配管部材、2…検知用マーカ、3…圧痕型マーカ、
11…光学検出装置、12…画像処理装置、20…製造
時マーカ、21…荷重負荷時マーカ。DESCRIPTION OF SYMBOLS 1 ... Piping member, 2 ... Detection marker, 3 ... Indentation type marker,
11: Optical detection device, 12: Image processing device, 20: Manufacturing marker, 21: Load-loaded marker.
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) G01N 21/88 G01B 11/16 G01S 11/12 G01N 3/00 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) G01N 21/88 G01B 11/16 G01S 11/12 G01N 3/00
Claims (1)
よって各点の相対位置変化を検出し得る微小なマーカを
周方向に数箇所、周期的に貼り付け、この配管部材をプ
ラントに据え付け後及びプラント運転中に光学的な検出
手段により前記マーカの位置の変化を処理して局所的に
発生した歪を検出し、複数の測定値に基づいて、前記配
管部材の全体変形及び負荷荷重を測定し、その測定値を
演算することによって、変動荷重による累積疲労損傷を
検出することを特徴とする配管部材の損傷検知方法。1. A small marker capable of detecting a relative position change of each point by an optical detection means at the time of manufacture is periodically attached to a pipe member at several locations in a circumferential direction, and after the pipe member is installed in a plant. And processing the change in the position of the marker by optical detection means during plant operation to detect locally generated distortion, and measure the overall deformation and applied load of the piping member based on a plurality of measurement values. A method for detecting damage to a pipe member, comprising calculating a measured value to detect cumulative fatigue damage due to a fluctuating load.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3172961A JP2986964B2 (en) | 1991-07-15 | 1991-07-15 | Piping member damage detection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3172961A JP2986964B2 (en) | 1991-07-15 | 1991-07-15 | Piping member damage detection method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0518899A JPH0518899A (en) | 1993-01-26 |
| JP2986964B2 true JP2986964B2 (en) | 1999-12-06 |
Family
ID=15951572
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3172961A Expired - Fee Related JP2986964B2 (en) | 1991-07-15 | 1991-07-15 | Piping member damage detection method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2986964B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012107896A (en) * | 2010-11-15 | 2012-06-07 | Chubu Electric Power Co Inc | Method for measuring stress of high-temperature pipe |
| KR20220053327A (en) | 2020-10-22 | 2022-04-29 | 한국원자력연구원 | Apparatus and method for optical measuring |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4910135B2 (en) * | 2006-08-03 | 2012-04-04 | 国立大学法人 岡山大学 | Strain measuring method and strain measuring apparatus |
| US10061058B2 (en) * | 2014-05-21 | 2018-08-28 | Universal City Studios Llc | Tracking system and method for use in surveying amusement park equipment |
-
1991
- 1991-07-15 JP JP3172961A patent/JP2986964B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012107896A (en) * | 2010-11-15 | 2012-06-07 | Chubu Electric Power Co Inc | Method for measuring stress of high-temperature pipe |
| KR20220053327A (en) | 2020-10-22 | 2022-04-29 | 한국원자력연구원 | Apparatus and method for optical measuring |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0518899A (en) | 1993-01-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Li et al. | Development and application of a relative displacement sensor for structural health monitoring of composite bridges | |
| EP0757238B1 (en) | Bonded joint analysis | |
| CN102901748B (en) | Nondestructive testing device and method based on pipeline temperature field distribution | |
| CN108426767B (en) | Pressure pipeline crack identification method based on distributed optical fiber sensing technology | |
| CN113983942A (en) | Fiber grating monitoring method and device for shield tunnel segment dislocation | |
| JP3785577B1 (en) | Crack detection system and crack detection method | |
| CN115096529A (en) | A kind of bridge dynamic deflection distributed measuring device and measuring method | |
| CN113420479A (en) | A GIS pipeline compensation bellows monitoring and evaluation method | |
| JP2986964B2 (en) | Piping member damage detection method | |
| CN120445306A (en) | A device and method for sensing ice coverage status of transmission lines based on FBG ring sensor array | |
| JP3132180B2 (en) | Structural fatigue life prediction sensor | |
| JP3389209B2 (en) | Method and system for selecting priority inspection locations for piping | |
| JP4808110B2 (en) | Damage assessment method | |
| CN114894136B (en) | Double-layer containment inner shell displacement measurement system and measurement method | |
| CN104374556A (en) | Jacket monitoring method | |
| JP2002340741A (en) | Damage prediction system for storage tank using optical fiber | |
| RU2767263C1 (en) | Method for integrated assessment of indicators determining the technical condition of pipeline systems, and a monitoring system for its implementation | |
| CN112833950B (en) | Steam pipeline internal complex flow field distributed measurement system based on optical fiber sensing | |
| JP5462654B2 (en) | Pressure pulsation measurement method for main steam piping | |
| GB2542475A (en) | Methods and apparatus for measuring deformation | |
| KR100655925B1 (en) | 3D displacement measuring device of high temperature and high pressure pipe and monitoring method using the same | |
| Morris et al. | Optical strain monitoring techniques for life assessment of components in power generation plants | |
| Xie et al. | Non-destructive detection of high-strength wind turbine bolt looseness using digital image correlation | |
| CN223807815U (en) | A pipe offset measuring device and pipe system | |
| CN109163651B (en) | Cantilever member disturbance degree measuring device and method based on strain |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |