JPS6051955B2 - Double pipe end treatment method - Google Patents

Double pipe end treatment method

Info

Publication number
JPS6051955B2
JPS6051955B2 JP15015780A JP15015780A JPS6051955B2 JP S6051955 B2 JPS6051955 B2 JP S6051955B2 JP 15015780 A JP15015780 A JP 15015780A JP 15015780 A JP15015780 A JP 15015780A JP S6051955 B2 JPS6051955 B2 JP S6051955B2
Authority
JP
Japan
Prior art keywords
pipe
stress
tube
corrosion
compressive
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
Application number
JP15015780A
Other languages
Japanese (ja)
Other versions
JPS5776384A (en
Inventor
俊夫 吉田
稔雄 熱田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kawasaki Heavy Industries Ltd
Original Assignee
Kawasaki Heavy Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kawasaki Heavy Industries Ltd filed Critical Kawasaki Heavy Industries Ltd
Priority to JP15015780A priority Critical patent/JPS6051955B2/en
Publication of JPS5776384A publication Critical patent/JPS5776384A/en
Publication of JPS6051955B2 publication Critical patent/JPS6051955B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 開示技術は油送管、油井管等の腐蝕性流体輸送用二重管
の接続部管端の応力腐蝕割れ防止技術分野に属する。
DETAILED DESCRIPTION OF THE INVENTION The disclosed technology belongs to the field of technology for preventing stress corrosion cracking at the joint ends of double pipes for transporting corrosive fluids, such as oil pipes and oil country tubular goods.

而して、この発明は該油送管、油井管等の二重管が耐蝕
内張管を内管として外管に対して圧縮残留応力を付与さ
れて重層され、応力腐蝕割れ防止策を成されている上に
更に接続部の端部に対して軸方向圧縮応力を付与する様
にした処理方法に関するものであり、特に、該圧縮残留
応力付与内管の端部を処理に際して内管に対して押圧力
を印加して外管に相対押込状態にし、その状態を維持し
て内井管端を内底溶接して固定シールし、内管端に軸方
向圧縮応力を付与し、次いでカップリング或は、継手溶
接等に対する所定加工を行う様にした二重管々端部処理
方法に係るものである。
Therefore, the present invention provides a method for preventing stress corrosion cracking by stacking double pipes such as oil pipes and oil country tubular goods with a corrosion-resistant lining pipe as the inner pipe and applying compressive residual stress to the outer pipe. The present invention relates to a processing method in which compressive stress is applied in the axial direction to the end of the connection part, and in particular, the end of the inner pipe to which the compressive residual stress is applied is applied to the end of the inner pipe. A pressing force is applied to the outer tube to bring it into a relatively pushed state, and while this state is maintained, the inner tube end is welded to the inner bottom for a fixed seal, an axial compressive stress is applied to the inner tube end, and then the coupling Alternatively, the present invention relates to a method for treating the ends of double pipes in which a predetermined process is performed for joint welding or the like.

周知の様に油井管、或は油送管等の腐蝕性流体の輸送に
供される管体は直接該腐蝕性流体流過に与り耐蝕性を備
えたステンレス内張管等の内管と耐圧性等の強度に与る
炭素鋼管等の外管とから成る二重管が用いられている。
而して、この種油送管に於ては長距離輸送による不可避
的圧損を補うべく加圧輸送を余儀なくされる場合が多く
二重管内管材にステンレス鋼等を用いる場合応力腐蝕割
れが形成されるデメリツトがある。
As is well known, pipe bodies used for transporting corrosive fluids, such as oil country tubular goods or oil transmission pipes, are directly connected to the flow of the corrosive fluid, and have corrosion-resistant inner pipes such as stainless steel lined pipes. A double tube consisting of an outer tube such as a carbon steel tube that provides strength such as pressure resistance is used.
Therefore, in this type of oil transmission pipe, it is often necessary to transport the oil under pressure to compensate for the inevitable pressure loss caused by long-distance transport, and stress corrosion cracks may form when stainless steel or other materials are used for the inner pipe material. There are some disadvantages.

これに対処するに出願人に於ては内外管の降状応力の差
を利用し弾性限界歪を越えて拡管した後拡管印加力を除
去して内管に圧縮残留応力を生せしめる様にし稼動中引
張応力が作用しても内管に応力腐蝕割れの限界引張応力
を越える引張応力が生じない様にして応力腐蝕割れを防
止する様にした技術を開発案内した。
To deal with this, the applicant utilizes the difference in descending stress between the inner and outer tubes to expand the tube beyond the elastic limit strain, and then removes the expansion force to generate compressive residual stress in the inner tube. We have developed and introduced a technology that prevents stress corrosion cracking by preventing the generation of tensile stress exceeding the critical tensile stress for stress corrosion cracking in the inner pipe even when medium tensile stress is applied.

さりながら、該種内管に対する圧縮残留応力は一般部に
於ては形成されても、製造工程の制約からユニット管長
には限りがあり、管端部に於ては切断、或はシール溶接
が行われる程度であるの・で、端部では軸方向圧縮応力
は実質的にゼロである。
However, even though compressive residual stress is generated in the general part of the internal pipe, the length of the unit pipe is limited due to manufacturing process constraints, and cutting or seal welding is required at the pipe end. Because of the extent to which this occurs, the axial compressive stress is essentially zero at the ends.

従つて、該管をカップリング螺合ネジ加工したり、或は
、溶接継手開先を形成させて接続しても上記応力腐蝕割
れ現象を接続部では阻止出来ない、という欠点があつた
Therefore, even if the pipe is connected by threading a coupling or by forming a weld joint groove, there is a drawback that the stress corrosion cracking phenomenon described above cannot be prevented at the connected portion.

又、カップリングでは流体流過面まで耐蝕材で一体成形
せざるを得ずコスト高になり強度も充分に出ない不利点
があり、一方、溶接継手では内外管々端での入熱による
歪差が生じたりする難点もあつた。
In addition, couplings have the disadvantage of being integrally molded with corrosion-resistant material up to the fluid flow surface, which increases costs and does not provide sufficient strength.On the other hand, welded joints suffer from distortion due to heat input at both ends of the inner and outer pipes. There were also some difficulties that caused differences.

この発明の目的は、上記これまでの耐蝕性二重管の管端
部応力腐蝕割れの問題点に鑑み、前記一般部内管の軸方
向圧縮残留応力付与二重管の内管端に対して押圧力を印
加し、外管に対して押し込み状態を現出し、その状態で
内管材と等質の耐蝕材による内盛溶接により内外管端を
固定しシールする様にすると共に管端に於ても軸方向圧
縮応力を内管に付与して管端に対するカップリング螺合
加工、或は溶接継手開先加工を行う様にし、稼動状態で
は全域に亘り応力腐蝕割れが発生しない様にした優れた
二重管端部処理方法を提供せんとするものである。
In view of the above-mentioned problem of stress corrosion cracking at the end of the corrosion-resistant double pipe, the object of the present invention is to Pressure is applied to create a pushed state against the outer pipe, and in this state, the inner and outer pipe ends are fixed and sealed by internal welding using a corrosion-resistant material of the same quality as the inner pipe material, and the inner and outer pipe ends are also sealed. This is an excellent second design that applies compressive stress in the axial direction to the inner tube to perform coupling threading to the tube end or bevelling of welded joints, and prevents stress corrosion cracking from occurring throughout the entire area during operation. The present invention aims to provide a method for treating the ends of heavy pipes.

次に上記目的に沿うこの発明の実施例を図面に従つて説
明すれば以下の通りである。
Next, embodiments of the present invention in accordance with the above object will be described below with reference to the drawings.

第1図に示す様に油井管用二重管1はステンレス耐蝕内
張管としての内管2を炭素鋼外管3に重層され前記した
如く、所定熱拡管法により緊結され内管2は圧縮残留応
力4を付与されている。
As shown in Fig. 1, a double pipe 1 for oil country tubular goods has an inner pipe 2 as a stainless steel corrosion-resistant lining pipe layered on a carbon steel outer pipe 3, and as described above, the inner pipe 2 is bonded by a prescribed heat expansion method, and the inner pipe 2 is left under compression. A stress of 4 is applied.

そして、該内管2は外管3に対してその管端部2″を設
定長々くされている。尚、前記した如く、図示する様に
該圧縮残留応一力4は管端部では減少してゼロにされて
いる。
The inner tube 2 has a longer tube end 2'' with respect to the outer tube 3. As mentioned above, as shown in the figure, the compressive residual stress 4 is elongated at the tube end. has been reduced to zero.

而して、この様に製造形成されたユニツトニ重管1は第
2図に示す様に1端に押込治具としての適宜油圧ジャッ
キ5を配設して上記内管2の管端2″に軸褒方押圧力F
を印加し、他端は適宜固定.することにより該内管2を
外管3に対して押込む様にし、従つて、管端ては図示す
る様に軸方向圧縮応力4が管全長に亘りほぼ均一に形成
される。尚、この場合、該圧縮応力が前記圧縮応力と付
加押圧力による圧縮応力とほぼ均一になる様にす.るに
は適宜理論計算、実験等により求め押圧力Fを設定すれ
ば良い。そして、上記全長域に亘る圧縮応力4が形成さ
れる姿勢を維持して第3図に示す様に設定長押し込まれ
短縮された延設内管端部2″と外管3の端・部に該内管
2と同一ステンレス材の耐蝕材によつて肉盛溶接6を形
成し、両管端部を1体固定化すると共にシールする。
As shown in FIG. 2, the unit double pipe 1 manufactured and formed in this way is fitted with an appropriate hydraulic jack 5 as a pushing jig at one end, and then inserted into the pipe end 2'' of the inner pipe 2. Axial pressure force F
is applied, and the other end is fixed appropriately. By doing so, the inner tube 2 is pushed into the outer tube 3, and therefore, the axial compressive stress 4 is formed almost uniformly over the entire length of the tube at the tube end, as shown in the figure. In this case, the compressive stress should be approximately equal to the compressive stress caused by the above compressive stress and the additional pressing force. In order to do this, the pressing force F may be determined by appropriate theoretical calculations, experiments, etc. Then, while maintaining the posture in which the compressive stress 4 is formed over the entire length region, the inner pipe end 2'' and the outer pipe 3 are pushed in a set length and shortened as shown in Fig. 3. A build-up weld 6 is formed using the same corrosion-resistant stainless steel material as the inner tube 2 to fix the ends of both tubes together and seal them.

そこで、該肉盛溶接6を介して内外管2,3が固定され
ることにより上記圧縮応力4の全長均一分布が確保され
る様になるので、この状態で前記管端付設油圧ジャッキ
5を解離除去し、管端に対し第4図に示す様にカップリ
ング接合用に加工々程に供し、端部先端では内管2と肉
盛溶接部に突出形状のオーバーハング部1を、又、端部
外側面にはテーパ状オネジ8を機械加工する。
Therefore, by fixing the inner and outer tubes 2 and 3 through the overlay welding 6, uniform distribution of the compressive stress 4 over the entire length is ensured, and in this state, the hydraulic jack 5 attached to the tube end is released. The end of the pipe is machined for coupling joining as shown in Fig. 4, and an overhang part 1 of a protruding shape is formed between the inner pipe 2 and the overlay weld at the tip of the end. A tapered male thread 8 is machined on the outer surface.

尚、対応する他の管端部には接合アンダーカットを機械
加工する。
Note that a joint undercut is machined at the other corresponding tube end.

勿論、カップリングについては予め別途所定に形成製造
される。
Of course, the coupling is separately formed and manufactured in a predetermined manner.

第5図態様ではカップリング接合による連結を示すもの
であるが、ステンレス肉盛部6に於けるオーバーハング
部7とアンダーカット部7″を相対形成されたユニツト
ニ重管1,1に対しそのテーパ状オネジ部8,8の各部
と炭素鋼製のカップリング9のメネジ部10を相対回転
させて螺合させると上記オーバーハング部7とアンダー
カット7″とは掛合密着し、内管2,2と該内盛部6,
6により完全にシールされる。
The embodiment shown in FIG. 5 shows connection by coupling, but the overhang part 7 and undercut part 7'' in the stainless steel build-up part 6 are connected to the unit double pipes 1, 1 formed relative to each other, and the taper of the overhang part 7 and the undercut part 7'' is When each part of the shaped male screw parts 8, 8 and the female screw part 10 of the carbon steel coupling 9 are screwed together by relative rotation, the overhang part 7 and the undercut 7'' are engaged and in close contact, and the inner tubes 2, 2 are screwed together. and the inner filling part 6,
6, it is completely sealed.

従つて、該カップリング9には耐蝕性は不要であり、強
度設計だけで良い。
Therefore, the coupling 9 does not require corrosion resistance, and only needs to be designed for strength.

又、第6,7図に示す実施例は油送管バイブラインの接
合連結態様であり、前記第5図までの軸方向圧縮応力4
をユニツトニ重管1の内管2の管端部に与えて肉盛溶接
部6を形成した後第6図に示す様に管端部に対して突合
せ溶接部の開先部11を機械加工し、第7図に示す様に
溶接継手12を形成し、両ユニツトニ重管1,1を接合
連結する。
Further, the embodiment shown in Figs. 6 and 7 is a joint connection mode of an oil pipe vibrating line, and the axial compressive stress 4 up to Fig. 5 is
After applying this to the pipe end of the inner pipe 2 of the unit double pipe 1 to form the overlay weld 6, the groove 11 of the butt weld is machined to the pipe end as shown in FIG. As shown in FIG. 7, a welded joint 12 is formed to join and connect both unit double pipes 1,1.

当該態様に於ても、図示にて明瞭な如く連結部ではステ
ンレス内管2,2とステンレス肉盛部6,6により外管
3,3がシールされているため耐蝕性は充分に確保され
る。
Even in this embodiment, as is clear from the drawing, since the outer tubes 3, 3 are sealed by the stainless steel inner tubes 2, 2 and the stainless steel build-up parts 6, 6 at the connecting portion, corrosion resistance is sufficiently ensured. .

尚、この発明の実施態様は上記実施例に限るものでない
ことは勿論であり、例えば、適宜設計により内管端を外
管端より内側に押込む様にして圧縮応力を印加する様に
する等種々の態様が可能である。
It goes without saying that the embodiments of the present invention are not limited to the above-mentioned embodiments; for example, compressive stress may be applied by pushing the inner tube end inward from the outer tube end by appropriate design. Various embodiments are possible.

上記の様にこの発明によれば、耐蝕性内張管を有する二
重管の内管に圧縮残留応力を付与し応力腐蝕割れを防止
する様にし、而して接合管端部にても該応力腐蝕割れ防
止対策として圧縮応力を付与する様にした管端部処理方
法に於て、該管端部にて内管を外管に対して縮退させ、
押し込む様にして圧縮応力を与えた状態て耐蝕材にて内
外管端部を肉盛溶接しシールする様にすると共に固定す
る様にし、最後にカップリング、或は、突合せ溶接加工
に対する機械加工を行う様にしたことにより、基本的に
ユニツトニ重管に応力腐蝕割れ防止圧縮残留応力を与え
ても管端部には軸方向圧縮応力がゼロになるのを全長に
亘り圧縮応力を付与させた状態にすることが出来るため
、稼動中、接合連結部に於ても応力腐蝕割れが防止出来
る優れた効果が奏される。
As described above, according to the present invention, compressive residual stress is applied to the inner pipe of a double pipe having a corrosion-resistant lining pipe to prevent stress corrosion cracking, and the stress corrosion cracking is also applied to the end of the joint pipe. In a pipe end treatment method that applies compressive stress as a measure to prevent stress corrosion cracking, the inner pipe is retracted from the outer pipe at the pipe end,
The inner and outer tube ends are overlay welded with a corrosion-resistant material while applying compressive stress to seal and fix them.Finally, mechanical processing for coupling or butt welding is performed. By doing this, basically, even if compressive residual stress to prevent stress corrosion and cracking is applied to unit heavy pipes, there is no axial compressive stress at the end of the pipe, but compressive stress is applied over the entire length. Therefore, during operation, stress corrosion cracking can be prevented even at joints and connections, which is an excellent effect.

而して、該管端部は内外管が耐蝕材にて内盛溶接される
ため、腐蝕性流体の浸入にり腐蝕のおそれもない効果が
あるのみならず、内外管相互の剪断面積も拡大され、上
記圧縮応力維持が企れるメリットがあり、更に、カップ
リング接合等に於ては該カップリングに耐蝕材が用いら
れずに済み、コストダウンが企れると共に強度アップが
企れる利点もある。
Since the inner and outer tubes are internally welded with a corrosion-resistant material at the ends of the tube, not only is there no risk of corrosion due to the intrusion of corrosive fluids, but the shear area between the inner and outer tubes is also expanded. This has the advantage of maintaining the compressive stress as described above, and furthermore, there is no need to use a corrosion-resistant material in the coupling, which reduces costs and increases strength. .

又、管端が該耐蝕材にて同一材質化されるため、剛性が
高くなり、加工もし易く、現場溶接も容易となる利点が
ある。
In addition, since the tube ends are made of the same corrosion-resistant material, there are advantages that the rigidity is increased, the process is easy, and the on-site welding is easy.

【図面の簡単な説明】[Brief explanation of the drawing]

図面はこの発明の実施例を示すものてあり、第1〜4図
は1実施例の加工プロセス説明図、第5図は接合態様説
明図、第6図は他の実施例の加工説明図、第7図は接合
態様説明図である。 3・・・・・・外管、2・・・・・・内管、4・・・・
・・圧縮残留応力(圧縮応力)、1・・・・・・二重管
、2″・・・・・端部、6・・・・・・肉盛溶接、7,
7″,11・・・・・・加工。
The drawings show examples of the present invention, and FIGS. 1 to 4 are illustrations of the processing process of one embodiment, FIG. 5 is an illustration of the joining mode, and FIG. 6 is an illustration of the processing of another embodiment. FIG. 7 is an explanatory diagram of a joining mode. 3...Outer pipe, 2...Inner pipe, 4...
...Compressive residual stress (compressive stress), 1...Double pipe, 2''...End, 6...Overlay welding, 7,
7″, 11… processing.

Claims (1)

【特許請求の範囲】[Claims] 1 外管に対し内管に圧縮残留応力を付与して形成した
二重管の端部まで軸方向圧縮応力を付与する様にした処
理方法において、上記圧縮残留応力付与二重管の内管端
部を外管に対して縮退させた状態で内外管端部を肉盛溶
接して該内外管端部を固定シールし軸方向圧縮応力を付
与したことを特徴とする二重管端部処理方法。
1. In a treatment method in which compressive residual stress is applied to the inner tube relative to the outer tube, and axial compressive stress is applied to the end of the double tube formed, the inner tube end of the double tube to which compressive residual stress is applied is A double pipe end treatment method, characterized in that the ends of the inner and outer pipes are welded overlay in a state in which the inner and outer pipe ends are retracted from the outer pipe, the ends of the inner and outer pipes are fixedly sealed, and compressive stress is applied in the axial direction. .
JP15015780A 1980-10-28 1980-10-28 Double pipe end treatment method Expired JPS6051955B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15015780A JPS6051955B2 (en) 1980-10-28 1980-10-28 Double pipe end treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15015780A JPS6051955B2 (en) 1980-10-28 1980-10-28 Double pipe end treatment method

Publications (2)

Publication Number Publication Date
JPS5776384A JPS5776384A (en) 1982-05-13
JPS6051955B2 true JPS6051955B2 (en) 1985-11-16

Family

ID=15490742

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15015780A Expired JPS6051955B2 (en) 1980-10-28 1980-10-28 Double pipe end treatment method

Country Status (1)

Country Link
JP (1) JPS6051955B2 (en)

Also Published As

Publication number Publication date
JPS5776384A (en) 1982-05-13

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