JPH0769229B2 - Tube stress relief method - Google Patents
Tube stress relief methodInfo
- Publication number
- JPH0769229B2 JPH0769229B2 JP31417689A JP31417689A JPH0769229B2 JP H0769229 B2 JPH0769229 B2 JP H0769229B2 JP 31417689 A JP31417689 A JP 31417689A JP 31417689 A JP31417689 A JP 31417689A JP H0769229 B2 JPH0769229 B2 JP H0769229B2
- Authority
- JP
- Japan
- Prior art keywords
- stress
- pipe
- magnetostrictive
- pipe material
- sensor
- 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
- 238000000034 method Methods 0.000 title claims description 39
- 239000000463 material Substances 0.000 claims description 43
- 238000005452 bending Methods 0.000 claims description 26
- 230000002093 peripheral effect Effects 0.000 claims description 11
- 238000005259 measurement Methods 0.000 description 16
- 238000011088 calibration curve Methods 0.000 description 12
- 238000010586 diagram Methods 0.000 description 9
- 238000000691 measurement method Methods 0.000 description 6
- 238000001514 detection method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 230000035699 permeability Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010411 cooking Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000004973 liquid crystal related substance Substances 0.000 description 1
- 239000000696 magnetic material Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
Landscapes
- Investigating Or Analyzing Materials By The Use Of Magnetic Means (AREA)
- Bending Of Plates, Rods, And Pipes (AREA)
Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は、管材等の配管による構造物の安全を確保する
ため管材に生じた応力を解放する方法において、磁歪応
力測定装置を用いて活管状態での調整作業を可能とする
管の応力解放方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a method for releasing stress generated in a pipe material in order to ensure the safety of a structure such as a pipe material by using a magnetostrictive stress measuring device. The present invention relates to a method of releasing stress in a pipe that enables adjustment work in a pipe state.
[従来の技術] 例えばパイプラインのような構造物の場合、どこかに固
定部があると地盤沈下により不等沈下を生じ、構造物の
安全性に問題を生じることがある。このような場合は一
般に不等沈下による応力を解放して構造物の安全を確保
するようにしている。[Prior Art] For example, in the case of a structure such as a pipeline, if there is a fixing portion somewhere, uneven settlement may occur due to ground subsidence, which may cause a problem in safety of the structure. In such a case, the stress due to uneven settlement is generally released to ensure the safety of the structure.
管の曲げ応力を解放するためには、まずその管に働いて
いる曲げ応力を測定する必要がある。従来例えばパイプ
ラインのガバナステーションの応力解放工事では、パイ
プに働いている曲げ応力を測定するのに歪ゲージを用い
ていた。In order to release the bending stress of a pipe, it is first necessary to measure the bending stress acting on the pipe. Conventionally, for example, in stress relief construction of a governor station of a pipeline, a strain gauge is used to measure the bending stress acting on the pipe.
[発明が解決しようとする課題] 上記のような従来の歪ゲージによる応力測定の場合に
は、相対的な歪しか測定できないため、パイプラインの
一端をフランジ部で分解し、曲げ応力をゼロにして測定
器のゼロ点調整を行った後に実際の測定を行っていた。
通常パイプラインには液体又は気体等の流体が流れてい
るため、パイプラインの接続を外すためには、パイプラ
インに流れている流体をバルブ等により止める必要があ
るという問題点があった。[Problems to be Solved by the Invention] In the case of stress measurement using a conventional strain gauge as described above, since only relative strain can be measured, one end of the pipeline is disassembled at the flange portion to eliminate bending stress. The actual measurement was performed after adjusting the zero point of the measuring instrument.
Since a fluid such as a liquid or a gas usually flows through the pipeline, there is a problem that the fluid flowing through the pipeline needs to be stopped by a valve or the like in order to disconnect the pipeline.
また歪ゲージを貼付けるには被測定位置を表面処理して
から行う必要があり、パイプラインの塗装がはがされる
ため、測定後に再塗装を要するという問題点があった。Further, in order to attach the strain gauge, it is necessary to perform the surface treatment on the measured position, and the pipeline coating is peeled off, so that there is a problem that re-coating is required after the measurement.
一方、非破壊残留応力測定法であるX線応力測定法を適
用することも可能であるが、X線応力測定装置の場合、
装置自体が大きいため現場の狭い場所にX線装置をセッ
トすることはむつかしく、またたとえセット出来たとし
ても、前処理に時間がかかりかつ表面を電解研磨にて傷
つける上に、測定に時間がかかる等の問題点があった。On the other hand, although it is possible to apply an X-ray stress measurement method that is a non-destructive residual stress measurement method, in the case of an X-ray stress measurement device,
Since the device itself is large, it is difficult to set the X-ray device in a narrow space on site, and even if it can be set, it takes time for pretreatment and damages the surface by electropolishing, and it takes time for measurement. There were problems such as.
この発明は、かかる問題点を解決するためになされたも
ので、配管された管材の接続を外さないで、即ち内部に
流体を流した活管状態で、管材に生じた応力を解放する
調整作業ができる管の応力解放方法を得ることを目的と
する。The present invention has been made to solve such a problem, and is an adjustment work for releasing the stress generated in the pipe material without disconnecting the connection of the pipe material that has been piped, that is, in a live pipe state in which a fluid is allowed to flow inside. The purpose of the present invention is to obtain a method for releasing stress in a pipe.
[課題を解決するための手段] この発明に係る管の応力解放方法は、管材等の配管によ
る構造物の安全を確保するため前記管材に生じた応力を
解放する方法において、磁歪センサが管材の外周面上ま
たは内周面上を非接触状態で相対移動する磁歪応力測定
装置を用いて、前記管材の管周方向の曲げ応力分布をSI
N曲線で近似して算出し、該算出値が前記構造物の保安
上の基準値を越えない値又は最小値となるように前記構
造物の調整を行い、管材に生じた応力を解放することが
できる前記磁歪応力測定装置を備えたものである。[Means for Solving the Problem] A method for releasing stress in a pipe according to the present invention is a method for releasing stress generated in a pipe material in order to ensure the safety of a structure formed by piping such as a pipe material. Using a magnetostrictive stress measuring device that relatively moves on the outer peripheral surface or the inner peripheral surface in a non-contact state, the bending stress distribution in the pipe circumferential direction of the pipe material is measured by SI.
Approximately calculated by N curve, adjust the structure so that the calculated value does not exceed the reference value for safety of the structure or the minimum value, and release the stress generated in the pipe material The above-mentioned magnetostrictive stress measuring device is provided.
[作用] この発明においては、管材等の配管による構造物の安全
を確保するため前記管材に生じた応力を解放する方法に
おいて、磁歪センサが管材の外周面上または内周面上を
非接触状態で相対移動する磁歪応力測定装置を用いて、
前記管材の管周方向の曲げ応力分布をSIN曲線で近似し
て算出し、該算出値が前記構造物の保安上の基準値を越
えない値又は最小値となるように前記構造物の調整を行
い、管材に生じた応力を解放する。[Operation] In the present invention, in the method of relieving the stress generated in the pipe material in order to ensure the safety of the structure made of the pipe material such as the pipe material, the magnetostrictive sensor is in a non-contact state on the outer peripheral surface or the inner peripheral surface of the pipe material. Using a magnetostrictive stress measuring device that moves relative to
The bending stress distribution in the pipe circumferential direction of the pipe material is calculated by approximation with a SIN curve, and the structure is adjusted so that the calculated value does not exceed a reference value for safety of the structure or a minimum value. The stress generated in the pipe material is released.
[実施例] 本発明は、例えばパイプラインのような構造物に働いて
いる管の曲げ応力を解放する工事に、先に出願した特願
昭63−153622号公報に示された磁歪応力測定法を適用
し、パイプラインを接続したまま活管状態において応力
解放作業を可能とし、その作業の効率化を図ることがで
きるものである。[Example] The present invention is a magnetostrictive stress measuring method disclosed in Japanese Patent Application No. 63-153622 filed previously for the work of releasing bending stress of a pipe working on a structure such as a pipeline. Is applied to enable stress relief work in a live pipe state while the pipeline is connected, and the work efficiency can be improved.
最初に上記先願に係る磁歪応力測定法の概要について説
明し、次に本発明に係る磁歪応力測定装置の構成とその
動作について記し、最後に本発明の磁歪応力測定法を用
いた管の応力解放方法について詳細に説明する。First, the outline of the magnetostrictive stress measuring method according to the prior application will be described, then the configuration and operation of the magnetostrictive stress measuring apparatus according to the present invention will be described, and finally the stress of the pipe using the magnetostrictive stress measuring method of the present invention. The releasing method will be described in detail.
鋼材又は鋼製構造物等の応力及び残留応力を測定する方
法として、X線や超音波のほかに磁歪センサによる方法
がある。この磁歪センサを用いて磁化可能な丸棒、パイ
プ等円柱材料の応力を測定する方法としては先に出願し
た特願昭63−153622号公報に示された磁歪応力測定法が
ある。As a method of measuring the stress and residual stress of a steel material or a steel structure, there is a method using a magnetostriction sensor in addition to X-rays and ultrasonic waves. As a method for measuring the stress of a cylindrical material such as a magnetizable round bar or pipe using this magnetostrictive sensor, there is a magnetostrictive stress measuring method disclosed in Japanese Patent Application No. 63-153622 filed previously.
磁歪応力測定法は、磁性材料に荷重が作用すると透磁率
に異方性が生じ、荷重方向の透磁率が大きくなり、反対
に荷重方向と直角方向の透磁率が小さくなるので、両透
磁率の差を励磁コイルと検出コイルをつ磁歪センサ(磁
気異方性センサともいう)によって検出することによ
り、主応力の方向および大きさを測定する方法である。
この測定方法によると、一点の測定時間が10〜100msec
ですみ、取扱いもきわめて便宜である。In the magnetostrictive stress measurement method, when a load is applied to a magnetic material, anisotropy occurs in the magnetic permeability, the magnetic permeability in the load direction increases, and the magnetic permeability in the direction perpendicular to the load direction decreases. This is a method of measuring the direction and magnitude of the principal stress by detecting the difference by a magnetostrictive sensor (also called a magnetic anisotropy sensor) that connects the exciting coil and the detecting coil.
According to this measurement method, the measurement time for one point is 10 to 100 msec.
As a result, handling is extremely convenient.
ところが、従来の磁歪応力測定法は、一般に磁歪センサ
を被測定面に接触させて行うものであるため、被測定面
の状態によって接触面における磁気抵抗が大きく異な
る。そのため、測定誤差が大きくなるという欠点があっ
た。However, since the conventional magnetostrictive stress measuring method is generally performed by bringing the magnetostrictive sensor into contact with the surface to be measured, the magnetic resistance at the contact surface greatly differs depending on the state of the surface to be measured. Therefore, there is a drawback that the measurement error becomes large.
そこで、非接触状態、すなわち磁歪センサを被測定面か
ら一定の距離だけ離した状態で測定するという考え方が
出てくるわけであるが、この場合は磁歪感度が低下する
ため、磁歪センサの設定にありきわめて微妙な調整が必
要であるという別の問題があった。Therefore, the idea is to measure in a non-contact state, that is, in the state where the magnetostrictive sensor is separated from the measured surface by a certain distance, but in this case, the magnetostrictive sensitivity decreases, so the setting of the magnetostrictive sensor There was another problem that required very subtle adjustments.
前記先願の発明においては、前記非接触計測における問
題点を解決し、磁化可能な丸棒、パイプ等の円柱材料に
対する磁歪応力測定法を非接触方式で実施できる装置を
開発し、その測定装置を使用して円柱材料の円周方向の
応力分布を従来よりも精度良く測定できる方法を提供し
た。In the invention of the prior application, a device for solving the problems in the non-contact measurement and developing a magneto-striction stress measuring method for a columnar material such as a magnetizable round bar or a pipe by a non-contact method, and measuring device therefor have been developed. We have provided a method to measure the stress distribution in the circumferential direction of a cylindrical material with higher accuracy than before.
第1図は先の出願に係る磁歪応力測定法を説明する図で
あり、同図(a)は円柱材料1に曲げ荷重を加えて、円
柱材料1の上側に引張り応力+σ、下側に圧縮応力−σ
が働いている状態を示す。また同図(b)は円柱材料1
の中心軸に対して垂直に、且つその外周面と一定の距離
hのリフト・オフ(ギャップのこと)保ちながら、磁歪
センサ2を円柱材料1の最上点即ち0゜の角度位置より
時計廻り方向に円周方向に沿って1回転させて、磁歪セ
ンサ2が0゜〜360゜間のそれぞれの角度位置において
検出する磁歪信号を連続的に測定する方法を示してい
る。FIG. 1 is a diagram for explaining the magnetostrictive stress measuring method according to the previous application. In FIG. 1 (a), a bending load is applied to the columnar material 1 so that the upper side of the columnar material 1 has a tensile stress + σ and the lower side thereof has a compression stress. Stress-σ
Indicates that is working. Further, FIG. 2B shows the columnar material 1
The magnetostrictive sensor 2 is rotated in a clockwise direction from the uppermost point of the columnar material 1, that is, the angular position of 0 °, while maintaining lift-off (gap) at a constant distance h from the central axis of the columnar material and its outer peripheral surface. 1 shows a method of continuously measuring the magnetostrictive signal detected by the magnetostrictive sensor 2 at each angular position between 0 ° and 360 ° by making one rotation along the circumferential direction.
第2図は第1図の磁歪応力測定法によるSIN近似法を説
明する図であり、同図(a)は磁歪センサ2が円柱材料
1の外周上の方位を示す角度とその応力分布を示し、角
度0゜(即ち円柱材料1の真上)において最大引張り応
力が、角度180゜(即ち円柱材料1の真下)において最
大圧縮応力が発生することから、応力分布はSINθ曲線
に近似して分布する。FIG. 2 is a diagram for explaining the SIN approximation method based on the magnetostrictive stress measurement method of FIG. 1, and FIG. 2A shows the angle indicating the orientation of the magnetostrictive sensor 2 on the outer circumference of the cylindrical material 1 and its stress distribution. Since the maximum tensile stress occurs at an angle of 0 ° (that is, directly above the columnar material 1) and the maximum compressive stress occurs at an angle of 180 ° (that is, immediately below the columnar material 1,) the stress distribution is similar to the SINθ curve. To do.
第2図(b)は−20kg/mm2の荷重を円柱材料に加えたと
きの、歪ゲージによる応力の実測値とSINθ近似値とを
示している。この図から実際の応力分布とSINθ曲線と
はかなり近似していることが判る。FIG. 2 (b) shows the measured value of the stress by the strain gauge and the SINθ approximate value when a load of −20 kg / mm 2 was applied to the cylindrical material. From this figure, it can be seen that the actual stress distribution and the SINθ curve are very similar.
以上により磁歪圧力測定法の説明を終了し、次に磁歪応
力測定装置について説明する。The description of the magnetostrictive pressure measuring method is completed as described above, and then the magnetostrictive stress measuring device is described.
第3図は本発明の管の応力解放方法を適用する管の磁歪
応力測定装置のブロック図である。図において10は走行
装置部であり、磁気異方性センサ11及び走行台車12を内
蔵する。磁気異方性センサ11は非接触により管材の円周
方向の磁気異方性を検出するためのセンサであり、例え
ば直交する励磁コイルと検出コイルとを備え、励磁コイ
ルに一定の励振電流を流して、応力の作用によって生じ
る磁気異方性を検出コイルから得られる電圧信号として
検出するものである。走行台車12は例えば管外周上に設
けられたレール又は/及びギヤ上を走行し、磁気異方性
センサ11を管の円周方向に移動させ計測を行わせるため
の走行機構である。13は磁歪測定部であり、磁気異方性
センサ11の励磁コイルに定電流を供給し、同時に該セン
サ11の検出コイルより得られる検出信号を増幅し、磁気
異方性に比例した電圧信号として出力する磁歪測定部で
ある。14はモータ・ドライバであり、走行台車12に走行
駆動信号を供給し走行させ、その走行結果の位置情報と
してエンコーダ信号が帰還される。15はA/D変換器、16
は例えばRS232C等のインタフェース、17はパーソナル・
コピュータ(以下パソコンという)、18はCRT又は液晶
等を用いたデータ表示部である。FIG. 3 is a block diagram of a magnetostrictive stress measuring device for a pipe to which the stress releasing method for a pipe according to the present invention is applied. In the figure, reference numeral 10 denotes a traveling device section, which incorporates a magnetic anisotropy sensor 11 and a traveling carriage 12. The magnetic anisotropy sensor 11 is a sensor for detecting the magnetic anisotropy in the circumferential direction of the pipe material in a non-contact manner, and includes, for example, an exciting coil and a detecting coil that are orthogonal to each other, and a constant exciting current is applied to the exciting coil. Then, the magnetic anisotropy caused by the action of stress is detected as a voltage signal obtained from the detection coil. The traveling carriage 12 is, for example, a traveling mechanism that travels on rails and / or gears provided on the outer circumference of the pipe and moves the magnetic anisotropy sensor 11 in the circumferential direction of the pipe to perform measurement. Reference numeral 13 is a magnetostriction measuring unit, which supplies a constant current to the exciting coil of the magnetic anisotropy sensor 11, and at the same time amplifies the detection signal obtained from the detection coil of the sensor 11 to obtain a voltage signal proportional to the magnetic anisotropy. It is a magnetostriction measuring unit for outputting. Reference numeral 14 denotes a motor driver, which supplies a traveling drive signal to the traveling vehicle 12 to cause the traveling vehicle 12 to travel, and an encoder signal is returned as position information of the traveling result. 15 is an A / D converter, 16
Is an interface such as RS232C, 17 is a personal
A computer (hereinafter referred to as a personal computer), 18 is a data display unit using a CRT or liquid crystal.
第3図の動作を説明する。管材の円周方向の応力を測定
するには、例えば管材の中心軸に対する垂直曲上の管材
外周面に、図示されないレール又は/及びギヤを取付
け、このレール又は/及びギヤ上にホルダを介して走行
装置部10を走行可能に取付ける。次にパソコン17はイン
タフェース16を介してモータ・ドライバ14に1回転の走
行指令を与え、モータ・ドライバ14は前記レール又は/
及びギヤ上の走行装置10を管周に沿って1回転走行させ
る。この走行中に、磁気異方性センサ11(磁歪センサ2
と同一のもの)が第1図(b)に示される管材外周面上
の0゜〜360゜間の各角度位置において、該センサ11か
らそれぞれ検出された各検出信号は磁歪測定部13により
信号増幅後出力され、さらに該出力はA/D変換器15によ
り量子化され、パソコン17に供給される。パソコン17は
磁気異方性センサ11の管材外周上の方位を示す各角度に
対する磁歪測定部13からの測定値、又は/及びこの測定
値をSIN近似曲線により近似したデータを、図形もしく
は数値表示形式により、データ表示部18に表示させ、必
要の場合図示されないプリンタによりハードコピーを出
力する。本測定装置のデータ表示部18に表示されたデー
タ又はプリンタにより出力されたハードコピーデータに
基づき、本発明に係る管の応力解放作業を行うことがで
きる。The operation of FIG. 3 will be described. To measure the stress in the circumferential direction of the pipe material, for example, a rail or / and a gear (not shown) is attached to the outer peripheral surface of the pipe material on a curve perpendicular to the central axis of the pipe material, and a holder is mounted on the rail or / and gear via the holder. Mount the traveling device unit 10 so that it can travel. Next, the personal computer 17 gives a running command for one rotation to the motor driver 14 via the interface 16, and the motor driver 14 sends the running command to the rail or / or
Also, the traveling device 10 on the gear is caused to travel once along the circumference of the pipe. During this running, the magnetic anisotropy sensor 11 (magnetostriction sensor 2
The same as the above) is detected by the magnetostriction measuring unit 13 at each angular position between 0 ° and 360 ° on the outer peripheral surface of the pipe material shown in FIG. 1 (b). The amplified signal is output, and the output is quantized by the A / D converter 15 and supplied to the personal computer 17. The personal computer 17 displays the measured value from the magnetostriction measuring unit 13 for each angle indicating the azimuth on the outer circumference of the magnetic anisotropy sensor 11 and / or the data obtained by approximating this measured value by the SIN approximation curve in a graphic or numerical display format. Then, the data is displayed on the data display unit 18, and if necessary, a hard copy is output by a printer (not shown). The stress relieving work of the pipe according to the present invention can be performed based on the data displayed on the data display unit 18 of the measurement device or the hard copy data output by the printer.
また上記実施例においては、磁歪センサを管材の外周面
上を非接触で走行させる例を示したが、同様に磁歪セン
サを管材の内周面上を非接触で走行させるようにしても
よい。またこの場合に磁歪センサを走行させずに、管財
をその中心軸に対して回転させ、磁歪センサを固定する
ようにしてもよい。いずれの場合も磁歪センサと管材と
が相対移動をすればよく、一方を固定し他方を移動させ
ることにより同一効果を得ることができる。Further, in the above-described embodiment, the example in which the magnetostrictive sensor is made to travel on the outer peripheral surface of the pipe material in a non-contact manner has been shown, but the magnetostrictive sensor may be made to travel on the inner peripheral surface of the pipe material in a non-contact manner as well. Further, in this case, the magnetostrictive sensor may be fixed by rotating the pipe with respect to its central axis without running the magnetostrictive sensor. In either case, the magnetostrictive sensor and the pipe member may be moved relative to each other, and the same effect can be obtained by fixing one and moving the other.
以下本発明の管の応力解放方法について説明する。The tube stress relieving method of the present invention is described below.
第4図は本発明を適用した一実施例であるガスのガバナ
ステーションの構造図である。同図においては、外部か
らのパイプラインはガバナステーション内にてそれぞれ
曲管部、バルブを介して中央部バルブに配管される。こ
の中央部バルブの両端の管が細くなっている場所が、通
常最も大きな応力が働く部分である。FIG. 4 is a structural diagram of a gas governor station which is an embodiment to which the present invention is applied. In the figure, the pipelines from the outside are piped to the central valve through curved pipes and valves in the governor station, respectively. The places where the tubes on both ends of this central valve are thin are usually the parts where the greatest stress acts.
従来の応力解放方法では、この中央部バルブの両端の管
が細くなっている場所に歪ゲジを取付け、左右のバルブ
により管内部のガスの流れを止め、中央部バルブの片側
のフランジを分解し、曲げ応力をゼロにして測定器のゼ
ロ点調理を行った後に実際の応力測定を行い、この応力
が小さくなるようにバルブのレベル調整等を行ってい
た。In the conventional stress relief method, strain gauges were attached to the pipes at both ends of the central valve, where the gas flow inside the pipe was stopped by the left and right valves, and the flange on one side of the central valve was disassembled. After making the bending stress zero and performing the zero point cooking of the measuring instrument, the actual stress was measured and the valve level was adjusted so that this stress would be small.
本発明の管の応力解放方法は次のような手順にて行う。The stress relieving method of the pipe of the present invention is performed in the following procedure.
(1) ガバナステーション内の中央部バルブの両端が
細くなっている部分について、第3図に示された磁歪応
力測定装置により磁歪測定を行い、その測定値から近似
されたSIN近似曲線の振幅値を算出し、管の曲げ応力分
布を図形表示により表示部又はプリンタに出力する。こ
の図形表示されるSIN近似曲線の最大振幅値の方位が最
大引張応力の方向を、また最小振幅値の方位が最大圧縮
応力の方向を示し、その信号振幅値が応力の大きさを示
している。従って作業者はこの図形表示により曲げ応力
の方向とその大きさを視覚的に理解し、レベル調整の方
向を容易に見極めることができる。(1) Magnetostriction was measured by the magnetostrictive stress measuring device shown in Fig. 3 for the part where both ends of the central valve in the governor station were thin, and the amplitude value of the SIN approximation curve approximated from the measured value Is calculated and the bending stress distribution of the pipe is output to a display unit or a printer by a graphic display. The direction of maximum amplitude value of the SIN approximation curve displayed in this figure indicates the direction of maximum tensile stress, the direction of minimum amplitude value indicates the direction of maximum compressive stress, and the signal amplitude value indicates the magnitude of stress. . Therefore, the operator can visually understand the direction and the magnitude of the bending stress by this graphic display, and can easily determine the level adjustment direction.
(2) あらかじめ、第5図に示すように曲げ応力と管
の磁歪応力測定装置により求められたSIN近似曲線の信
号振幅との較正曲線が得られている場合には、この較正
曲線より現在使用している曲げ応力を計測する。第5図
において、○印と△印はそれぞれ2つの測定系で歪ゲー
ジ等により実測した曲げ応力の計測値を示し、これらの
計測値を近似した曲線が較正曲線となる。(但し第5図
において直線により近似している) また定量的な計測ができる較正曲線が得られていない場
合は、過去に得られた同一材料の管についての較正曲線
のバラツキから、曲げ応力対信号振幅の傾斜が最大の場
合と最小の場合の2つの較正曲線を設定し、この2つの
較正曲線の範囲内から、または最小傾斜の較正曲線を用
いて最悪状態における曲げ応力の大きさを推定すること
ができる。(2) If a calibration curve of the bending stress and the signal amplitude of the SIN approximate curve obtained by the magnetostrictive stress measuring device for the pipe as shown in Fig. 5 is obtained in advance, the calibration curve is used now. Measure the bending stress. In FIG. 5, the circles and the triangles indicate the measured values of bending stress actually measured by a strain gauge or the like in two measuring systems, and a curve approximating these measured values becomes a calibration curve. (However, it is approximated by a straight line in Fig. 5.) If a calibration curve that allows quantitative measurement is not available, the bending stress vs. Set two calibration curves for maximum and minimum signal amplitude slopes and estimate the worst case bending stress from within these two calibration curves or use the minimum slope calibration curve can do.
第6図は磁歪応力測定装置の較正曲線の管によるバラツ
キを示す図である。FIG. 6 is a diagram showing the variation of the calibration curve of the magnetostrictive stress measuring device due to the tube.
(3) (2)項により計測した又は推定した管の曲げ
応力が小さくなるように、バルプのレベルを調整する。(3) Adjust the bulp level so that the bending stress of the pipe measured or estimated in (2) becomes small.
(4) 再び磁歪応力測定装置により曲げ応力の測定を
行い、保安上規定された基準値以下に収っているかどう
かを確認し、収まっていない場合にはさらに調整を繰り
返し、基準値よりも小さい値になるようにする。例えば
第5図の較正曲線が得られていて、曲げ応力を5kg/mm2
以下にしたいときは、SIN近似曲線の振幅を0.8V以下に
すればよい。また第6図により推定を行う場合には、最
悪の場合でも、SIN近似曲線の振幅を0.5V以下にすれ
ば、曲げ応力は5kg/mm2以下と推定される。さらに全く
較正曲線がない場合においてもSIN近似曲線の振幅を最
小化するように調整を繰り返せば、定量的な応力値は把
握できなくとも、パイプラインを活管状態で、曲げ応力
を最も小さくするように調整することが可能となる。(4) Bending stress is measured again with the magnetostrictive stress measuring device, and it is confirmed whether the stress is within the standard value specified for safety. If it is not within the standard value, the adjustment is repeated and the value is smaller than the standard value. Value. For example, the calibration curve shown in Fig. 5 was obtained, and the bending stress was 5 kg / mm 2
If you want to set it below, set the amplitude of the SIN approximation curve to 0.8V or less. Further, in the case of the estimation shown in FIG. 6, even in the worst case, if the amplitude of the SIN approximate curve is set to 0.5 V or less, the bending stress is estimated to be 5 kg / mm 2 or less. Even if there is no calibration curve at all, if the adjustment is repeated so as to minimize the amplitude of the SIN approximation curve, the bending stress can be minimized even when the quantitative stress value cannot be grasped and the pipeline is in the live pipe state. Can be adjusted as follows.
このように磁歪応力測定法による応力解放方法は、パイ
プラインを接続したまま活管状態での作業が可能であ
る、非接触測定で管に傷をつけない、測定所要時間は一
箇所数分で足りる、曲げ応力の大きさがグラフ表示のた
め視覚的に理解しやすい等の、他の方法では得られない
大きな利点を有する。In this way, the stress release method by the magnetostrictive stress measurement method allows work in a live tube state with the pipeline connected, does not damage the tube by non-contact measurement, and the measurement time is only a few minutes. There is a great advantage that cannot be obtained by other methods, such that it is sufficient and the magnitude of bending stress can be visually understood because it is displayed graphically.
[発明の効果] 以上のようにこの発明によれば、管材等の配管による構
造物の安全を確保するため前記管材に生じた応力を解放
する方法において、磁歪応力測定装置の測定値に近似し
たSIN近似曲線の振幅値に基づき、構造物の調整を行い
管材に生じた応力を解放するようにしたので下記に列挙
する効果が得られる。[Effects of the Invention] As described above, according to the present invention, in the method of releasing the stress generated in the pipe material in order to secure the safety of the structure made of the pipe such as the pipe material, the value approximated to the measurement value of the magnetostrictive stress measuring device Based on the amplitude value of the SIN approximate curve, the structure was adjusted to release the stress generated in the pipe material, so the effects listed below can be obtained.
1. 従来の歪ゲージにて応力解放を実施する場合に比
べ、活管状態での工事の実施が可能である。1. Compared with the conventional stress relief method using strain gauges, it is possible to carry out the work in a live tube condition.
2. 管に非接触で応力測定可能なため、管に傷つけるこ
となくかつ塗装の上から測定できる。従って前処理や測
定後の再塗装処理等が不要である。2. Since the stress can be measured without contacting the pipe, it can be measured from above the paint without damaging the pipe. Therefore, pretreatment and repainting treatment after measurement are unnecessary.
3. 測定に要する時間は、一箇所数分のため作業が迅速
に遂行できる。3. Since the time required for measurement is only a few minutes, work can be performed quickly.
4. 曲げ応力の大きさが、グラフにより表示されるた
め、作業者が曲げ応力が小さくなることを視覚で理解で
きるため、調整が容易となる。4. Since the magnitude of the bending stress is displayed in a graph, the operator can visually understand that the bending stress is small, which facilitates adjustment.
第1図(a)及び(b)は先願に係る磁歪応力測定法を
説明する図、第2図(a)及び(b)は第1図の磁歪応
力測定法によるSIN近似法を説明する図、第3図は本発
明の管の応力解放方法を適用する管の磁歪応力測定装置
のブロック図、第4図は本発明を適用した一実施例であ
るガスのガバナステーションの構造図、第5図は曲げ応
力と管の磁歪応力測定装置により求められたSIN近似曲
線の信号振幅との較正曲線を示す図、第6図は磁歪応力
測定装置の較正曲線の管によるバラツキを示す図であ
る。 図において、1は円柱材料、2は磁歪センサ、10は走行
装置部、11は磁気異方性センサ、12は走行台車、13は磁
歪測定部、14はモータ・ドライバ、15はA/D変換器、16
はインタフェース、17はパソコン、18はデータ表示部で
ある。1 (a) and 1 (b) are diagrams for explaining the magnetostrictive stress measuring method according to the prior application, and FIGS. 2 (a) and 2 (b) are for explaining the SIN approximation method by the magnetostrictive stress measuring method of FIG. FIG. 3 is a block diagram of a magnetostrictive stress measuring device for a pipe to which the stress releasing method for a pipe of the present invention is applied, and FIG. 4 is a structural view of a gas governor station which is an embodiment to which the present invention is applied. FIG. 5 is a diagram showing a calibration curve of the bending stress and the signal amplitude of the SIN approximate curve obtained by the magnetostrictive stress measuring device for the pipe, and FIG. 6 is a diagram showing the variation of the calibration curve of the magnetostrictive stress measuring device due to the pipe. . In the figure, 1 is a cylindrical material, 2 is a magnetostrictive sensor, 10 is a traveling device section, 11 is a magnetic anisotropy sensor, 12 is a traveling carriage, 13 is a magnetostrictive measuring section, 14 is a motor driver, and 15 is an A / D conversion. Bowl, 16
Is an interface, 17 is a personal computer, and 18 is a data display unit.
フロントページの続き (72)発明者 境 禎明 東京都千代田区丸の内1丁目1番2号 日 本鋼管株式会社内 (56)参考文献 特開 平1−308933(JP,A)Continuation of front page (72) Inventor Sadaaki Sakai Nihon Kokan Co., Ltd. 1-2-1, Marunouchi, Chiyoda-ku, Tokyo (56) Reference JP-A-1-308933 (JP, A)
Claims (1)
るため前記管材に生じた応力を解放する方法において、 磁歪センサが管材の外周面上または内周面上を非接触状
態で相対移動する磁歪応力測定装置を用いて、前記管材
の管周方向の曲げ応力分布をSIN曲線で近似して算出
し、該算出値が前記構造物の保安上の基準値を越えない
値又は最小値となるように前記構造物の調整を行い、管
材に生じた応力を解放することを特徴とする管の応力解
放方法。1. A method of relieving stress generated in a pipe material for ensuring the safety of a structure made of piping such as a pipe material, wherein a magnetostrictive sensor relatively moves on an outer peripheral surface or an inner peripheral surface of the pipe material in a non-contact state. Using a magnetostrictive stress measuring device to calculate the bending stress distribution in the pipe circumferential direction of the pipe material by approximating with a SIN curve, and the calculated value does not exceed the reference value for the security of the structure or a minimum value A method for releasing stress in a pipe, comprising: adjusting the structure so that the stress generated in the pipe material is released.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31417689A JPH0769229B2 (en) | 1989-12-05 | 1989-12-05 | Tube stress relief method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31417689A JPH0769229B2 (en) | 1989-12-05 | 1989-12-05 | Tube stress relief method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03176630A JPH03176630A (en) | 1991-07-31 |
| JPH0769229B2 true JPH0769229B2 (en) | 1995-07-26 |
Family
ID=18050171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31417689A Expired - Lifetime JPH0769229B2 (en) | 1989-12-05 | 1989-12-05 | Tube stress relief method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0769229B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106225982A (en) * | 2016-09-07 | 2016-12-14 | 广东明阳风电产业集团有限公司 | A kind of bolt moment of flexure and pulling force decoupling test sensor and method of testing thereof |
| CN113932723B (en) * | 2021-08-30 | 2024-01-19 | 北京市南水北调环线管理处 | Valve stress release method |
-
1989
- 1989-12-05 JP JP31417689A patent/JPH0769229B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH03176630A (en) | 1991-07-31 |
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