JPS63266295A - Crack progress inhibiting method of piping - Google Patents
Crack progress inhibiting method of pipingInfo
- Publication number
- JPS63266295A JPS63266295A JP9749987A JP9749987A JPS63266295A JP S63266295 A JPS63266295 A JP S63266295A JP 9749987 A JP9749987 A JP 9749987A JP 9749987 A JP9749987 A JP 9749987A JP S63266295 A JPS63266295 A JP S63266295A
- Authority
- JP
- Japan
- Prior art keywords
- piping
- crack
- pipe
- tensile load
- temperature
- 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
Links
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Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔発明の目的〕
(産業上の利用分計)
この発明は、原子カプラントや化学プラントなどに用い
られる配管のき裂進展抑止方法に関する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial Application) The present invention relates to a method for inhibiting crack growth in piping used in atomic couplants, chemical plants, and the like.
(従来の技術)
原子カプラントや化学プラントなどの配管に主として使
用されているオーステナイト系ステンレス鋼は、その素
地がオーステナイト組織であるため、靭性に富み、き裂
などを起点とする急速不安定な破壊を起こし難い材質で
あり、応力腐食割れなどのき裂が生じても、配管破断を
起こす前に漏えいが先行する傾向がある。しかしながら
、プラントの信頼性を高めその稼働率向上のために、従
来種種の配管き裂進展抑止方法が開発されている。これ
らの配管き裂進展抑止方法のうち、代表的なものとして
従来広〈実施されてきた方法ζこ、高周波加熱残留応力
改善法がある。この方法は、配管の突合せ溶接継手所在
部のような箇所で内外に貫通しない小さなき裂が配管の
内部に存在する恐れがある配管の外周を、高周波誘導コ
イルを用いて配管の使用温度を超える所望温度まで加熱
し、同時に管内を通水冷却して、配管の内外周間に大き
な温度差を生せしめ、この温度差に基づく熱応力によっ
て、前記き裂が存在する恐れがある箇所における残留応
力を圧縮側に変え、それによりき裂の進展を抑止するも
のである。(Prior art) Austenitic stainless steel, which is mainly used for piping in atomic couplants and chemical plants, has an austenitic structure, so it has high toughness and is susceptible to rapid and unstable fractures caused by cracks, etc. Even if cracks such as stress corrosion cracking occur, leakage tends to occur before pipe rupture occurs. However, in order to enhance the reliability of plants and improve their operating rates, various methods for inhibiting pipe crack growth have been developed. Among these pipe crack propagation inhibiting methods, a typical one is the high-frequency heating residual stress improvement method, which has been widely practiced in the past. This method uses a high-frequency induction coil to repair the outer periphery of piping, where there is a risk of small cracks that do not penetrate inside or outside, such as the location of butt welded joints, to a temperature that exceeds the operating temperature of the piping. The pipe is heated to a desired temperature, and at the same time, water is passed through the pipe to cool it, creating a large temperature difference between the inner and outer circumferences of the pipe, and the thermal stress caused by this temperature difference reduces the residual stress at the location where the crack is likely to exist. is changed to the compression side, thereby inhibiting crack propagation.
(発明が解決しようとする問題点)
前記従来の高周波加熱残留応力改善法による配管き裂進
展抑止方法は、加熱源としての高周波誘導加熱装置と水
冷装置とを要するため、装置が大損りとなる欠点があっ
た。(Problems to be Solved by the Invention) The conventional method for suppressing pipe crack growth using high-frequency heating residual stress improvement method requires a high-frequency induction heating device as a heating source and a water cooling device, resulting in major damage to the device. There were drawbacks.
この発明は、従来の配管き裂進展抑止方法の前記問題点
を解決するためになされたもので、内外に貫通しない微
小なき裂が内部にある配管の使用によるき裂の進展を抑
止する簡単な方法を提供することを目的とする。This invention was made in order to solve the above-mentioned problems of the conventional piping crack propagation prevention method. The purpose is to provide a method.
(問題点を解決するための手段)
この発明の方法は、内外に貫通しない微小のき裂がある
配管のき裂存在箇所を中間に挾み配管の外周軸線方向に
所定の間隔を置いた2箇所に固着部材を着脱自在に取り
付け、配管のき裂存在箇所を含み前記固着部材に挾まれ
た部分を配管の使用温度より高い所定の温度まで加熱す
ると共に、配管の前記部分に軸線方向に所定の大きさの
引張り荷重を付加した後、その引張り荷重を解除すると
共に、前記部分の温度を配管の使用温度以下に低下させ
ることにより、前記目的を達するものである。(Means for Solving the Problems) The method of the present invention involves sandwiching the cracked portion of a pipe in which there is a minute crack that does not penetrate inside or outside in the middle, and placing a predetermined interval in the axial direction of the outer circumference of the pipe. A fixing member is removably attached to the portion of the piping, and the portion of the piping that is sandwiched by the fixing member, including the cracked portion, is heated to a predetermined temperature higher than the operating temperature of the piping, and a fixing member is attached to the portion of the piping in a predetermined axial direction. After applying a tensile load of a magnitude of , the above purpose is achieved by releasing the tensile load and lowering the temperature of the portion below the operating temperature of the pipe.
(作 用)
オーステナイト系ステンレス鋼配管において、この発明
の方法によれば、配管の内外に貫通しない微小のき裂が
ある部分及びそれに隣接する部分を所定温度に加熱する
ことにより、配管は、その材質の特性上靭性を増すので
、前記の部分に加熱前より大きな引張り荷重を加えるこ
とができる。配管の前記の部分を、その使用温度より高
い所定の温度に加熱し、その部分に、以下に詳述する簡
便な手段により、配管の使用温度における引張り許し荷
重より大きな所定の引張り荷重を付加するときは、配管
は若干塑性変形を起こして加工強化される。続いて配管
の温度を低下させ且つ前記引張り荷重を解除すれば、き
裂存在箇所における残留応力は圧縮応力となるので、配
管を使用状態にし使用引張り荷重を負荷しても、き裂は
進展することなく抑止される。(Function) According to the method of the present invention, in austenitic stainless steel piping, by heating the portion of the piping where there is a minute crack that does not penetrate inside and outside, and the portion adjacent thereto, to a predetermined temperature, the piping can be improved. Since the toughness of the material is increased, a larger tensile load can be applied to the portion before heating. Heating said section of the piping to a predetermined temperature higher than its service temperature, and applying a predetermined tensile load to that section, which is greater than the permissible tensile load at the pipe's service temperature, by a simple means detailed below. At this time, the piping undergoes some plastic deformation and is strengthened. If the temperature of the piping is subsequently lowered and the tensile load is released, the residual stress at the location where the crack exists becomes compressive stress, so even if the piping is put into service and a service tensile load is applied, the crack will continue to grow. It is suppressed without any problem.
(実施例)
この発明の一実施例を第1図ないし第4図配管1.1は
、溶接部2において突合わせ溶接されている。溶接部2
には、その内周部りに外側に貫通しない微小のき裂3が
ある。配管1.1の溶接部2から軸線方向はぼ等距離に
して遠くない位けて凹設されている。4争の止め輪溝4
それぞれには、断面が円形のC形同心の止め輪5の内周
部がはめ込まれる。2個が1対をなす固着部材6.6は
、それぞれ、その中心軸線を含む平面で2等分割されて
いて、その分割面で組み合わされたとき、外周が内周と
同一軸線上のテーパ7をなす短円筒形になるように形成
されている。固着部材6の内周は、それが配管1の外周
にとまりばめできる程度の直円筒にして、その内周には
、2個の止め輪5それぞれのほぼ外側半分がはまり込む
、2条の止め輪溝8が凹設されている。くさび円筒9゜
10は、その中心軸線を含む平面で2等分割されていて
、その分割面で組み合わされたとき、内周はテーパ7に
はまり合うテーパ穴11をなし、外周は環状の抜は止め
溝12を除いては直円筒面をなす短円筒形になるように
形成されている。くさび円筒9.10には、その環状内
部に、中心軸線に平行に、円周方向等ピッチに、それぞ
れ5個の通しねじ穴13.底付穴14が設けられ、ねじ
穴13、底付穴14には、調整ボルト15のねじ部。(Embodiment) An embodiment of the present invention is shown in FIGS. 1 to 4. Pipes 1.1 are butt-welded at welded portions 2. In FIGS. Welding part 2
has a minute crack 3 on its inner periphery that does not penetrate outward. The piping 1.1 is recessed at an approximately equidistant distance from the welded portion 2 of the pipe 1.1 in the axial direction. 4 retaining ring grooves 4
An inner peripheral portion of a C-shaped concentric retaining ring 5 having a circular cross section is fitted into each of the retaining rings 5. The fixing members 6.6, each of which is a pair, are each divided into two equal parts along a plane that includes the center axis thereof, and when assembled at the dividing plane, the outer periphery forms a taper 7 on the same axis as the inner periphery. It is formed into a short cylindrical shape. The inner periphery of the fixing member 6 is a right cylindrical shape that can be fitted onto the outer periphery of the pipe 1, and the inner periphery has two strips into which approximately the outer half of each of the two retaining rings 5 is fitted. A retaining ring groove 8 is recessed. The wedge cylinder 9° 10 is divided into two equal parts along a plane including its center axis, and when assembled at the dividing plane, the inner periphery forms a tapered hole 11 that fits into the taper 7, and the outer periphery forms an annular hole. It is formed into a short cylindrical shape with a right cylindrical surface except for the retaining groove 12. The wedge cylinder 9.10 has five through screw holes 13.10 in its annular interior parallel to the central axis and at equal pitches in the circumferential direction. A bottom hole 14 is provided, and a threaded portion of an adjustment bolt 15 is provided in the screw hole 13 and the bottom hole 14 .
棒状部がはめ込まれる。締付環16は、外周の一部に不
規則な突出部がある環状体をその中心軸線を含む平面内
で2等分割した形状の2部分を4本の締付ボルト17に
より締め付けて環状にするものであるが、締め付けられ
る2部分の形状は、締付ボルト17取付部の形状が異な
るのみであるから、2部分を区別せず、締付環16とし
て併せ説明する。締付環16の内周には、抜けとめ溝1
2にはまり込む環状の抜は止め突起18が一体に設けら
れている。The rod-shaped part is fitted. The tightening ring 16 is made by dividing an annular body having irregular protrusions on a part of its outer periphery into two equal parts in a plane including its central axis, and tightening the two parts with four tightening bolts 17 to form an annular shape. However, since the shapes of the two portions to be tightened differ only in the shape of the attachment portion of the tightening bolt 17, the two portions will not be distinguished and will be described together as the tightening ring 16. A retaining groove 1 is provided on the inner circumference of the tightening ring 16.
An annular removal stop protrusion 18 that fits into 2 is integrally provided.
19は、固着部材6,6間に、溶接部2の外周を取り巻
いて着脱自在に設置される加熱装置である。Reference numeral 19 denotes a heating device that is detachably installed between the fixing members 6, 6 and surrounding the outer periphery of the welded portion 2.
この発明の方法の実施工程を次に説明する。The implementation steps of the method of this invention will now be described.
固着部材6,6を配管1,1の外周に固着する。Fixing members 6, 6 are fixed to the outer periphery of the pipes 1, 1.
そのためには、まず、4個の止め輸5をそれぞれ配管1
の止め輪溝4のそれぞれにはめ込む。固着部材6の2等
分割部分を、その止め輪溝8が止め輪5にはまり込むよ
うに合せて配管1の外周にかぶせ、2個の2等分割部分
を組み合わせ、側面において接着テープなどにより仮付
けして、環状に保持する。そのとき、対をなす固着部材
6,6は、テーパ7.7の小端が対向するように取り付
けられる。くさび円筒9,10を、テーパ穴11゜11
をテーパ7.7に合わせて、テーパ7.7上に取り付け
、固着部材6の場合と同様にして環状に保持する。10
本の調整ボルト15それぞれを、くさび円筒9のねじ穴
13を通し、その先端棒状部を底付穴14にはめ込む。To do this, first, connect the four stopper pipes 5 to each pipe 1.
into each of the retaining ring grooves 4. Align the two equally divided parts of the fixing member 6 so that the retaining ring groove 8 fits into the retaining ring 5, cover the outer periphery of the piping 1, put the two equally divided parts together, and temporarily secure the sides with adhesive tape or the like. Attach it and hold it in a ring shape. At that time, the pair of fixing members 6, 6 are attached such that the small ends of the tapers 7.7 are opposed to each other. Wedge cylinders 9, 10, taper holes 11°11
is aligned with the taper 7.7, mounted on the taper 7.7, and held in an annular shape in the same manner as the fixing member 6. 10
Each of the adjusting bolts 15 is passed through the threaded hole 13 of the wedge cylinder 9, and the rod-shaped tip thereof is fitted into the bottomed hole 14.
調整ボルト15は、くさび円筒9.lOが半割状態にあ
るとき、以後のその組立作業に支障がないように、くさ
び円筒9.10に予め通して蓋いても良い。締付環16
゜16は、その抜は止め突起18.18を抜は止め溝1
2.12に合わされて、くさび円筒9.lOの外周にか
ぶせられ、4本の締付ボルト17で環状に締め付けられ
る。次ぎに仮付けに使用した接着テープなどを除去する
。締付ボルト17の締付けにより、固着部材6. 6、
<さび円筒9,10、締付環16.16は、外側に貫通
しない微小のき裂3がある溶接部2を中間に挾み、配管
1.1の軸線方向に遠くない2箇所に着脱自在に増り付
けられる。The adjustment bolt 15 is a wedge cylinder 9. When the IO is in a half-split state, it may be passed through the wedge cylinder 9.10 in advance and covered with a lid so as not to interfere with the subsequent assembly work. Tightening ring 16
゜16 is the removal prevention protrusion 18. 18 is removed from the removal prevention groove 1.
2. Fitted with 12, wedge cylinder 9. It is placed over the outer periphery of the lO and tightened in an annular manner with four tightening bolts 17. Next, remove the adhesive tape used for tacking. By tightening the tightening bolt 17, the fixing member 6. 6,
<The rust cylinders 9, 10 and the tightening rings 16, 16 sandwich the welded part 2, which has a small crack 3 that does not penetrate to the outside, in the middle, and can be freely attached and detached at two locations not far in the axial direction of the pipe 1.1. can be added to.
この状態で、10本の調整ボルト15を順次一様に締め
込んでゆけば、第1図において、調整ボルト15の左瑞
棒状部先端は底付穴14の代置に当り、それ以上調整ボ
ルト15を締め込もうとすれば、その締付力により、固
着部材6.6は、くさび円筒9,10を介し互いに離れ
る方向に力を加えられる。固着部材6,6は配管1,1
に対し、軸線方向相対移動を2個づつの止め輪5により
拘束されているので、配管1.1の固着部材6,6に挾
まれている部分は、調整ボルト15、くさび円筒9.1
0を介して、引張り荷重を付加される。In this state, if the 10 adjustment bolts 15 are uniformly tightened one after another, the tip of the left rod-shaped part of the adjustment bolt 15 will be in place of the bottom hole 14 in FIG. 15, the tightening force applies force to the fixing members 6.6 through the wedge cylinders 9, 10 in the direction of separating them from each other. Fixing members 6, 6 are attached to piping 1, 1
On the other hand, since the relative movement in the axial direction is restrained by two retaining rings 5 each, the portion of the pipe 1.1 that is held between the fixing members 6, 6 is connected to the adjustment bolt 15 and the wedge cylinder 9.1.
A tensile load is applied through 0.
荷重の大きさは、調整ボルト15を回わすため使用され
るトルクレンチなどを介して自由に調整できる。The magnitude of the load can be freely adjusted using a torque wrench or the like used to turn the adjustment bolt 15.
調整ボルト15を緩め、締付ボルト17を外せば、締付
環16、くさび円筒9.10、固着部材6、止め輪5は
、配管1より簡単に増り外すことができる。By loosening the adjustment bolt 15 and removing the tightening bolt 17, the tightening ring 16, wedge cylinder 9, 10, fixing member 6, and retaining ring 5 can be easily removed from the pipe 1.
第3図は、内外に貫通しない微小なき裂3がある配管1
(第1図)において、き裂3に近い箇所におけるき裂3
からの距離とその場所における配管1の残留応力との関
係を模型的に示したものである。第3図(a)は、き裂
3を備え、使用状態に自然に放置された配管1の場合を
示し、配管1にはき裂3の近くにおいて残留引張り応力
が作用していて、そのまま使用すると、き裂3が進展す
る恐れがある。Figure 3 shows a pipe 1 with a minute crack 3 that does not penetrate inside or outside.
In (Fig. 1), crack 3 at a location close to crack 3
This is a schematic representation of the relationship between the distance from the center and the residual stress of the pipe 1 at that location. Fig. 3(a) shows a case where the pipe 1 has a crack 3 and is left in a used state naturally, and residual tensile stress is acting on the pipe 1 near the crack 3, and the pipe 1 is used as is. Then, there is a possibility that the crack 3 will grow.
加熱装置19により、配管1.1を、き裂3が存在する
溶接部2を含めて、固着部材6,6間で、配管1.1の
使用温度より高い所定温度に加熱する。この状態で、調
整ボルト15を一様に締め込んで行けば、固着部材6.
6間が開く方向に、配管1.1の固着部材6.6間部分
に、配管1.1の使用許し引張り荷重より大きな所定の
引張り荷重を加えることができる。配管1,1は、オー
ス°テナイト系ステンレス鋼であり、加熱によりその靭
性は向上するため、その使用許し引張り荷重より大きな
所定の引張り荷重を加えられても、き裂3が進展し配管
1.1が破損することはない。更に又、配管1.1は、
前記引張り荷重の付加により若干塑性変形し加工強化さ
れ、引張り荷重付加前より大きな引張り荷重に耐えられ
るようになる。The heating device 19 heats the pipe 1.1, including the welded portion 2 where the crack 3 exists, between the fixing members 6, 6 to a predetermined temperature higher than the operating temperature of the pipe 1.1. In this state, if the adjustment bolts 15 are tightened uniformly, the fixing member 6.
A predetermined tensile load larger than the allowable tensile load of the piping 1.1 can be applied to the portion between the fixing members 6.6 of the piping 1.1 in the direction in which the piping 1.1 opens. The pipes 1, 1 are made of austenitic stainless steel, and their toughness improves with heating, so even if a predetermined tensile load greater than the allowable tensile load is applied, the crack 3 will grow and the pipe 1. 1 will not be damaged. Furthermore, the piping 1.1 is
Due to the application of the tensile load, the material is slightly plastically deformed and strengthened, so that it can withstand a larger tensile load than before the application of the tensile load.
第3図(b)は、配管1.1を加熱し、配管1゜lに前
記のようにして引張り荷重を加えたときの、配管1,1
のき裂3近傍に生ずる残留引張り応力を示し、この残留
応力が第3図(a)におけるよりも大きいことが示され
ている。Figure 3(b) shows the state of the piping 1,1 when the piping 1.1 is heated and a tensile load is applied to the piping 1.1 as described above.
The residual tensile stress generated in the vicinity of the crack 3 is shown, and it is shown that this residual stress is larger than that in FIG. 3(a).
内外に貫通しない微小なき裂3がある配管1゜1を、前
記のようにして、その使用温度より高い温度に加熱し、
軸線方向にその使用許し引張り荷重より大きな引張り荷
重を加えた後、調整ボルト15を緩めて引張り荷重を解
除し、加熱装置19による加熱を止め配管1,1の温度
をその使用温度以下に低下させれば、き裂3近傍におけ
る配管1.1の残留応力は、第3図(C)に示すように
、圧縮応力となるのでき裂3の進展は抑止される。A pipe 1゜1 with a small crack 3 that does not penetrate inside or outside is heated to a temperature higher than its operating temperature as described above,
After applying a tensile load larger than the allowable tensile load for use in the axial direction, loosen the adjustment bolt 15 to release the tensile load, stop heating by the heating device 19, and lower the temperature of the pipes 1, 1 to below their operating temperature. If so, the residual stress in the pipe 1.1 in the vicinity of the crack 3 becomes compressive stress, as shown in FIG. 3(C), and the growth of the crack 3 is suppressed.
第4図において、曲i1#(d)は配管1(第1図)に
おける温度Tと引張り荷重Pとの関係*aを示す。配管
1に前記の加熱及び引張り荷重の付加が行われていない
とき、配管1のき裂3(第1図)は、配管1がその使用
温度T1のとき、引張り荷重P1において進展し初める
。配管1は、一定の温度まで温度の上昇と共にその靭性
が増加する特性を有するので、き裂3が進展し初める引
張り荷重Pは、配管1の温度上昇に伴い曲線((1)に
沿って上昇する。配管1をその使用温度T1より高い所
定の温度T2になるまで加熱し、配管1の温度T2にお
けるき裂3の進展開始時引張り荷重P2より小にして引
張り荷重P1より大きな所定の引張り荷重P3を配管1
に付加するときは、配管1は、若干塑性変形すると共に
加工強化され、配管1を温度TIまで降温させれば、そ
のとき、き裂3の進展開始時引張り荷重Pは、はぼP3
まで増加する。In FIG. 4, curve i1#(d) shows the relationship *a between the temperature T and the tensile load P in the pipe 1 (FIG. 1). When the piping 1 is not heated and the tensile load described above is not applied, the crack 3 (FIG. 1) in the piping 1 begins to grow under the tensile load P1 when the piping 1 is at its operating temperature T1. Since the pipe 1 has the characteristic that its toughness increases as the temperature rises up to a certain temperature, the tensile load P at which the crack 3 begins to grow increases along the curve ((1)) as the temperature of the pipe 1 rises. The pipe 1 is heated to a predetermined temperature T2 higher than its operating temperature T1, and the predetermined tensile load is lower than the tensile load P2 when the crack 3 starts to grow at the temperature T2 of the pipe 1 and is larger than the tensile load P1. Piping P3 1
, the piping 1 is slightly plastically deformed and strengthened by processing.If the temperature of the piping 1 is lowered to the temperature TI, then the tensile load P at the time when the crack 3 starts to grow becomes approximately P3.
increase to.
この引張り荷重の増加は、前記の配管1の加熱と引張り
荷重の付加、続いての配管1の温度低下と引張り荷重の
解除によって生ずる、き裂3の進展抑止効果を高める。This increase in tensile load enhances the effect of inhibiting the propagation of cracks 3 caused by heating and applying a tensile load to the piping 1, followed by lowering the temperature of the piping 1 and releasing the tensile load.
次に、この発明の他の実施例について説明する。Next, other embodiments of the invention will be described.
この実施例は、第1図、第2図に示す前記実施例におい
て、調整ボルト15を調整ボルト15a(図示せず)で
置き変え、加熱装置19が、配管1.11溶接部2を加
熱すると共に1整ボルト15aを加熱できるようにした
ものである。調整ボルト15aは、形状記憶合金をもっ
て形成され)配’i!!fl、1が加熱されるその使用
温度より高い所定の温度においては、所定の伸張力をも
って所定の寸法まで伸張し、配管1,1の使用低温度に
おいては所定の短い寸法に縮む特性を有する。In this embodiment, the adjustment bolt 15 in the embodiment shown in FIGS. 1 and 2 is replaced with an adjustment bolt 15a (not shown), and the heating device 19 heats the welded portion 2 of the pipe 1.11. In addition, one straight bolt 15a can be heated. The adjustment bolt 15a is made of a shape memory alloy). ! At a predetermined temperature higher than the operating temperature at which fl, 1 is heated, it expands to a predetermined dimension with a predetermined stretching force, and at a low operating temperature of the pipes 1, 1, it has the characteristic of shrinking to a predetermined short dimension.
配管1.1が使用低温度にあるとき、調整ボルト15a
を、きつくなく緩みなくくさび円筒9゜104こ締め込
んで置き、溶接部2、配管1.1と共に調整ボルト15
aを、加熱装置19により、配管1. 1の使用温度よ
り高い所定温度に加熱するときは、配管1,1は、温度
上昇すると共に、所定の伸張力をもって伸張しようとす
る調整ボルト15aにより、くさび円筒9,10、固着
部材6.6.4個の止め輪5を介して、固着部材6゜6
間に軸線方向に所定の大きさの引張り局重を付加される
。加熱装置19による加熱を止め、配管1、 1と共に
調整ボルト15aの温度を配管l。When the pipe 1.1 is at a low operating temperature, the adjusting bolt 15a
Tighten the wedge cylinder 9 degrees 104 degrees without being too tight or loose, and tighten the adjustment bolt 15 along with the welded part 2 and piping 1.1.
a to the pipe 1.a by the heating device 19. When the pipes 1, 1 are heated to a predetermined temperature higher than the operating temperature of the pipes 1, 1, the wedge cylinders 9, 10 and the fixing members 6, 6 are tightened by the adjusting bolt 15a, which attempts to expand with a predetermined tension force as the temperature rises. .Fixing member 6゜6 through four retaining rings 5
A tensile local load of a predetermined magnitude is applied in the axial direction between the two. Stop the heating by the heating device 19, and adjust the temperature of the adjustment bolt 15a along with the pipes 1 and 1 to the pipe l.
1の使用温度以下に低下させれば、調整ボルト15aは
短縮し、それにより配管1.1への引張り荷重付加は止
み、き裂3近傍における配管1゜1の残留応力は圧縮応
力となるので、き裂3の進展が抑止される。If the temperature is lowered to below the operating temperature of 1.1, the adjustment bolt 15a will shorten, thereby stopping the application of tensile load to the pipe 1.1, and the residual stress in the pipe 1.1 in the vicinity of the crack 3 will become compressive stress. , the growth of crack 3 is inhibited.
前記実施例においては、配管1,1に引張り荷重を付加
するために、配管1. 1加熱中に調整ボルト15を締
め込み調整する必要があるが、この実施例では、調整ボ
ルト15aに形状記憶合金を用いているため、調整ボル
ト15aの締込み調整を、配管1. 1の加熱高温時に
行う必要がなくなる。In the embodiment described above, in order to apply a tensile load to the pipes 1, 1, the pipes 1. 1. It is necessary to tighten the adjustment bolt 15 during heating, but in this embodiment, since a shape memory alloy is used for the adjustment bolt 15a, the tightening adjustment of the adjustment bolt 15a can be made by tightening the adjustment bolt 15a. There is no need to carry out heating at high temperature in step 1.
き裂3の進展抑止方法が実施された配管1,1からは、
締付ボルト17を外すことにより、この方法の実施に使
用された。締付環16を初め止め輪5まで全部材を簡単
に取り外すことができる。From pipes 1 and 1 where the crack 3 growth prevention method was implemented,
By removing the tightening bolt 17 was used to carry out this method. All members including the tightening ring 16 and the retaining ring 5 can be easily removed.
この発明の方法は、内外に貫通しない(l−のき裂があ
る配管のき裂存在箇所を中間に挾んで配管の外周に固着
部材を着脱自在に取り付け、配管の固着部材に挾まれた
部分を配管の使用温度より高い所定の温度まで加熱する
と共に、その部分の軸線方向に所定の大きさの引張り荷
重を付加した後、その引張り荷重を解除すると共に、配
管のその部分の温度を配管の使用温度以下に下げること
により、き裂近傍の配管の4に留応力を圧縮応力にする
ことができ、その方法を前記に詳述したように簡単な装
置で実施し、配管のき裂進展を容易ζこ抑止できる効果
がある。The method of the present invention is to removably attach a fixing member to the outer periphery of the pipe, sandwiching the crack existing part of the pipe in the middle, and fixing the part of the pipe that is sandwiched by the fixing member. After heating the piping to a predetermined temperature higher than the operating temperature of the piping and applying a predetermined amount of tensile load in the axial direction of that part, the tensile load is released and the temperature of that part of the piping is increased. By lowering the temperature to below the operating temperature, the residual stress in the piping near the crack can be made into compressive stress, and this method can be carried out using a simple device as detailed above to prevent crack propagation in the piping. This has the effect of easily suppressing this.
第1図、第2図はこの発明の一実施例を示す図にして、
第1図は縦断面図、第2図は側面図、第3図は、第1図
のき裂3近傍における配管1の残留応力図、第4図は、
第1図の配管1における温度T−引張り荷重P関係曲線
図である。
1・・・配管、3・・・き裂、6・・・固着部材。FIG. 1 and FIG. 2 are diagrams showing an embodiment of this invention,
Fig. 1 is a longitudinal cross-sectional view, Fig. 2 is a side view, Fig. 3 is a residual stress diagram of the pipe 1 near the crack 3 in Fig. 1, and Fig. 4 is a
It is a temperature T-tensile load P relationship curve diagram in the piping 1 of FIG. 1. 1... Piping, 3... Crack, 6... Fixed member.
Claims (1)
を中間に挾み配管の外周軸線方向に所定の間隔を置いた
2箇所に固着部材を着脱自在に取り付け、前記配管の前
記き裂存在箇所を含み前記固着部材に挾まれた部分を配
管の使用温度より高い所定の温度まで加熱すると共に、
前記配管の前記部分に軸線方向に所定の大きさの引張り
荷重を付加した後、その引張り荷重を解除すると共に、
前記部分の温度を前記配管の使用温度以下に低下させる
ことを特徴とする配管のき裂進展抑止方法。A fixing member is removably attached to two locations at a predetermined interval in the direction of the outer circumferential axis of the piping, sandwiching the crack existing part in the middle of the piping where there is a minute crack that does not penetrate inside or outside, and fixing the crack in the piping. heating the part sandwiched by the fixing member, including the existing location, to a predetermined temperature higher than the operating temperature of the piping;
After applying a tensile load of a predetermined magnitude to the portion of the piping in the axial direction, the tensile load is released, and
A method for inhibiting crack growth in piping, comprising lowering the temperature of the portion below the operating temperature of the piping.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9749987A JPS63266295A (en) | 1987-04-22 | 1987-04-22 | Crack progress inhibiting method of piping |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9749987A JPS63266295A (en) | 1987-04-22 | 1987-04-22 | Crack progress inhibiting method of piping |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63266295A true JPS63266295A (en) | 1988-11-02 |
Family
ID=14193956
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9749987A Pending JPS63266295A (en) | 1987-04-22 | 1987-04-22 | Crack progress inhibiting method of piping |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63266295A (en) |
-
1987
- 1987-04-22 JP JP9749987A patent/JPS63266295A/en active Pending
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