JPS58218391A - Circumferential welding method of joint of steel pipes - Google Patents

Circumferential welding method of joint of steel pipes

Info

Publication number
JPS58218391A
JPS58218391A JP10139382A JP10139382A JPS58218391A JP S58218391 A JPS58218391 A JP S58218391A JP 10139382 A JP10139382 A JP 10139382A JP 10139382 A JP10139382 A JP 10139382A JP S58218391 A JPS58218391 A JP S58218391A
Authority
JP
Japan
Prior art keywords
welded
pipes
pipe
welding
wall thickness
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.)
Granted
Application number
JP10139382A
Other languages
Japanese (ja)
Other versions
JPH0256990B2 (en
Inventor
Shigeto Matsumoto
松本 重人
Asao Narimoto
成本 朝雄
Kunihiko Kobayashi
邦彦 小林
Yuji Sato
裕二 佐藤
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
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 Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP10139382A priority Critical patent/JPS58218391A/en
Publication of JPS58218391A publication Critical patent/JPS58218391A/en
Publication of JPH0256990B2 publication Critical patent/JPH0256990B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K9/00Arc welding or cutting
    • B23K9/02Seam welding; Backing means; Inserts
    • B23K9/028Seam welding; Backing means; Inserts for curved planar seams
    • B23K9/0282Seam welding; Backing means; Inserts for curved planar seams for welding tube sections

Abstract

PURPOSE:To form a circumferentially welded joint part having an excellent fatigue characteristic, by welding short pipes of a specific shape respectively to the end faces of a pair of steel pipes to be circumferentially welded to each other then welding the short pipes to each other. CONSTITUTION:Two short pipes 2 are inserted between a pair of steel pipes 1a, 1b to be circumferentially welded to each other. The wall thickness t1 in the parts of the pipes 2 facing the pipes 1a, 1b is made the same as the wall thickness t2 of the pipes 1a, 1b, and the wall thickness T1 in the other end part is made about 1.5-2 times of the thickness t2 of the pipes 1a, 1b; in addition, projection parts 12 are formed. The end parts of the pipes 1a, 1b and the pipes 2 are first subjected respectively to both-side welding to form circumferentially welded joint parts 3, whereafter the reinforcement of weld is chipped off. The pipes 2 are then butted to each other and are subjected to one-side welding from the outside to form circumferentially welded joint parts 4. The stress to be generated in the parts 4 is thus reduced and the fatigue strength is improved.

Description

【発明の詳細な説明】 本発明は鋼管の円周溶接法に件り、詳しくは、石油、カ
ス等の加圧流体の輸送に供せらnるラインパイプの円周
溶接において、疲労%注に優nる溶接継手部が得らnる
溶接継手法に併る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for circumferential welding of steel pipes, and more specifically, in circumferential welding of line pipes used for transporting pressurized fluids such as petroleum and scum, the present invention relates to a method for circumferential welding of steel pipes. This method provides superior welded joints.

パイプライン敷設工事においてはパイプ接合のために円
周溶接か行なわれるが、この円周溶接は構造上内面溶接
か不可能1次は困難なことが多く、通常、外側から片面
円周溶接で接合芒nで込る。従って、内面溶接部(裏波
)Kに融合不良、アンターカットといった溶接欠陥や余
盛形□状の不整に゛よる応力集中部が残つ゛ている。
In pipeline construction work, circumferential welding is performed to join the pipes, but due to the structure, this circumferential welding requires internal welding, which is often difficult to do in the first stage, and it is usually joined from the outside by single-sided circumferential welding. Enter with awn. Therefore, stress concentration areas remain in the inner welded part (Uranami) K due to welding defects such as poor fusion and undercuts, and irregularities in the square shape of the reinforcement.

この様な状況下において、現在のように高強度鋼管?使
用し高応力で稼動するよう設計8f′1.、しかも頻繁
な内圧変動を受けるパイプラインでは、円周溶接部が成
力破壊に対して最も弱い部分となっている。
Under these circumstances, is it possible to use high-strength steel pipes as currently available? Designed to be used and operated under high stress 8f'1. Moreover, in pipelines that are subject to frequent internal pressure fluctuations, the circumferential weld is the most vulnerable part to force failure.

このため、この様な゛応力集中部ケ有する円周溶接継手
部K>いて、シ接欠陥除去、余盛の削除など応力集中f
軽減することは、パイプラインの疲労強度向上に有ゆ!
ある。
For this reason, there is a circumferential weld joint K having such a stress concentration area, and stress concentration f
Reducing this will help improve the pipeline's fatigue strength!
be.

本発明は上記欠点の解決ケ目的とし、具体的には、通常
の硬管の円周、5溶接継手部に発生する疲労破損會皆無
ならしめ・る円周継手溶接法ケ提1.1111) 供する。        ・ すなわち、本発明法は互いに円周溶接すべき一対の被溶
接鋼管の間において、一端の外径、内径ならひに肉厚か
前記被ト接鋼智のそnらと実質的に等しく他端の肉厚が
前記被溶接鋼管の肉厚よりjすくしかも両端には要部2
 g mmu上の直管部ケ鳴し、前記他端から突起が突
出する一対の短管t1 これら各突起か対向するよう、
介記各裟起會溶融して第1層目を形成し、第2層目ル後
は常法により順次に溶接することケ特徴とする、 JN下、本発明法について詳しく勝目する。
The purpose of the present invention is to solve the above-mentioned drawbacks, and specifically, it proposes a circumferential joint welding method that eliminates the fatigue failure that occurs in the circumferential welded joints of ordinary hard pipes (1.1111). provide・In other words, the method of the present invention provides a method in which between a pair of steel pipes to be welded to be circumferentially welded to each other, the outer diameter and inner diameter of one end are substantially equal to the wall thickness or the other end of the steel pipes to be welded. The wall thickness of the end is j smaller than the wall thickness of the steel pipe to be welded, and there are main parts 2 at both ends.
A pair of short pipes t1 having a straight pipe part on g mmu and a protrusion protruding from the other end, so that these protrusions face each other,
The method of the present invention will be described in detail below, which is characterized in that the first layer is formed by melting each step, and the second layer is sequentially welded by a conventional method.

1す、本発明省らは鋼管の両端に鏡板全裏波溶接して圧
力容器状の試験体とし、この試験体に内圧を繰p返し負
荷して内圧疲労試験を行なったところ、裏波溶接部(周
溶接継手)から破損し、このため、シ(イブラインにお
いては161接継手部からの破′□iヶなく1−ること
が必要であ、、。。やi * g”!”cよ、え。ヵ3
よ、ヵユ:: である。
1. The Ministry of Invention et al. made a pressure vessel-like test specimen by fully welding the head plates on both ends of a steel pipe, and conducted an internal pressure fatigue test by repeatedly applying internal pressure to this test specimen. For this reason, it is necessary to avoid damage from the circumferential welded joint at the seam (circumferential welded joint). Yo, eh.Ka3
Yo, Kayu:: That's it.

第1因は本発明方法によって円周溶接した鋼管の正面図
であシ、第2図はその溶接継手部分の詳細断If1図で
あシ、第3図は鋼管と煙管の溶接部の拡大断面図であシ
、第4図は纂2図に示す溶接継手の溶接加行後の断面図
である。第1図ならびに第2図において、造管嘔れ°た
骨管ケ所定の寸法に切断し、こfl、ら一対の#管1a
The first factor is a front view of a steel pipe circumferentially welded by the method of the present invention, Fig. 2 is a detailed cross-sectional view If1 of the welded joint part, and Fig. 3 is an enlarged cross-section of the welded part of the steel pipe and smoke pipe. FIG. 4 is a sectional view of the welded joint shown in FIG. 2 after welding. In FIGS. 1 and 2, the bone canal with which the canal has been eroded is cut to a predetermined size, and a pair of #canals 1a and 1a are cut.
.

]bの間に、2つの短管2fブr挿する。各短管2の一
端部、つ1す、m管] a 、 ] b K対向スる部
分の外径、内径ならびに肉ノリは各鋼管1a。
] Insert two short pipes 2f between b. One end of each short pipe 2, one end, one m pipe] a, ] b The outer diameter, inner diameter, and wall thickness of the K opposing threaded portion are the same as each steel pipe 1a.

1bのそn、らと実質的に一致し、他端の肉厚は鋼管】
8% lbの肉厚よシ厚くなっており、こn、ら短管が
円周溶接部n7接続嘔j、る。また、短管2の材質はク
ラックアレスター材が望1しく、強度は内圧変動ケ考k
、シ、#管りa若しくtfflbの強度と同等若しくは
そf′L匂上のものが好”tしr、’tJに詳しく・詩
、明すると、短管2の厚蔓は負荷姑n−る荷ル°との関
fl−に応じて変イとさせ、例えばvfIIA管側の厚
さ、t lは円周溶接継手部3での曲は応力の発生vr
−防ぐため鋼管18%lbと同じ厚at2にする。こn
、に対し、煙管2の他端のNもTlijm管の厚′!t
2より厚く、好lしくに1.5〜2倍とし、溶篠後手人
tL不能で応力集中部t ;8−J’−る円周溶接部4
、つ1り幾重2間の円周溶接部4.における応力を低I
k−gせる。
1b, and the wall thickness at the other end is a steel pipe]
The wall thickness is thicker than 8% lb, and the short pipe is connected to the circumferential weld part n7. In addition, the material of the short pipe 2 is preferably a crack arrester material, and the strength is determined by taking into account internal pressure fluctuations.
, shi, # The strength of the pipe a or tfflb is equal to or higher than the strength of the pipe a or tfflb. For example, the thickness of the vfIIA pipe side, tl, is the curve at the circumferential weld joint 3, and the stress generation vr
- To prevent this, the thickness should be at2, which is the same as the 18% lb steel pipe. Kon
, N at the other end of the smoke tube 2 is also the thickness of the Tlijm tube'! t
The circumferential weld part 4 is thicker than 2, preferably 1.5 to 2 times, and has a stress concentration part t;
, circumferential weld between two and two layers 4. The stress at low I
kg.

その上、内円周bi部3.4において曲は応力の発生ケ
助止する7(Jt)K s各短管2の両端には要部20
簡川上の白管部5a、5bケ形成し、更に、中火部64
CおいてLその厚もが厚さtl力・ら埋込Tlzで過当
なテーパー1には曲率で変([するよう構成する。lた
、各短管2においてその他端部、つlシ、対向端部VC
は抜起12ケ形賊し、後記の如く浴に一時にはこn、ら
突起12ケとかして一一目f形成する。
Moreover, the bending in the inner circumferential bi part 3.4 helps to prevent the generation of stress.
The white pipe parts 5a and 5b are formed on the simple river, and the medium heat part 64 is formed.
At C, the thickness of L is also changed by the curvature of the excessive taper 1 due to the thickness tl and the embedding Tlz. Also, in each short pipe 2, the other end, the Opposite end VC
12 are drawn out, and 12 protrusions are formed at once in the bath as described later.

次に、fcrhのVpvcrts、 tiじめに、円i
=+h接継手部3ヶ形成し、その後、円周#1接継手部
4が形成at′Lる。すなわち、円周溶接継手部3の形
成には両dlJb接(完全溶込み溶接〕で行ない、応力
集中部である溶接余盛8a、8bUグラインターIたは
切削妃よって十分に削除し、最終仕上面は円周表晟面レ
ベルと一叙δせる。
Next, Vpvcrts of fcrh, ti, circle i
=+h Three joints are formed, and then the circumference #1 joint 4 is formed at'L. That is, the circumferential weld joint 3 is formed by double dlJb welding (full penetration welding), and the stress concentration parts of the welding excess 8a, 8b are sufficiently removed using a grinder I or cutting pad, and the final finish is The surface is equivalent to the level of the circumferential surface.

換首丁ゐと、この場合は煙管の長δが短かいために内外
部から溶接全盛は容易に削除することができ、このため
、円周溶接継手部3の内外面におけ小応力集中率αt 
t i、 oにすることができる。両鋼雷1a、1ll
c幻し蝮W2ケそn。
In this case, since the length δ of the flue pipe is short, the welding peak can be easily removed from the inside and outside, and therefore, the stress concentration rate is small on the inside and outside surfaces of the circumferential weld joint 3. αt
t i, o. Ryoukorai 1a, 1ll
c phantom viper W2 keson.

ぞfL溶接してから、短管2間を溶接して円周溶接継手
部4を形成するが、この場合、短管と短管の溶接であっ
て構造上両面溶接が不可能または困難な1cめ、外aj
+から片面溶4%−r小ことになる。また、このように
片面醇接¥小と、管内面にA波9が存在することになり
、裏波形状や流出具合が悪いと、このkIS分&U応カ
果中が起り好1しくないが本発明においては、円周溶接
継手部4の短管の&厚TIケ伎溶接鋼管の板厚t1よシ
厚くすることにょシ、−円周にψ子長継手部−での発生
応カケ低減することができる。更に、本発明方法でに一
層目遍或め片面溶接方法?改善′fることによってJ&
波形状ケ良好に制御し、応力集中管軽減することにより
内圧の#:す返しにヌりする円周溶接継手部における疲
労強度ケ芒らに同上させ得る。
After fL welding, the circumferential weld joint 4 is formed by welding the short pipes 2 together. Me, outside aj
+ to 4% -r for single-sided melting. In addition, if one side welds a small amount, A wave 9 will exist on the inner surface of the tube, and if the back wave shape or outflow condition is bad, this kIS & U reaction will occur, which is not good. In the present invention, by making the thickness of the short pipe of the circumferential welded joint 4 thicker than the plate thickness t1 of the TI welded steel pipe, it is possible to reduce the occurrence of chipping at the long joint with ψ on the circumference. can do. Furthermore, is it possible to weld the first layer uniformly on one side using the method of the present invention? Improvement'f by J&
By controlling the corrugation well and reducing the stress concentration in the pipe, it is possible to reduce the fatigue strength of the internal pressure at the circumferential welded joint where the weld joint is in tension.

−f−7) ワチ、各短管2ノ内[fi111IIVc
ハ突起部]2が形成突起部下2り、一層目の形成には各
突起部12ケ例えばタングステン電極ケ用い、シールド
ガス(アルゴン)、電流および寛極送シ速度管調整する
ことによシ溶融・接合して一層目の溶接余盛10會形成
する。
-f-7) Inside each short pipe 2 [fi111IIVc
[Protrusions] 2 are formed under the protrusions. To form the first layer, each of the 12 protrusions is melted by using a tungsten electrode, for example, and adjusting the shielding gas (argon), electric current, and slow electrode transfer tube.・Join and form 10 welding excess welds for the first layer.

なお、二層目月降は通常の方法とする。このように一層
目全形成して溶接すると、裏波溶接余盛による応力集中
率はいかなる場合においても29下忙すること゛ができ
る。’!′fc、円周溶接継円周溶接継面部4応力集中
管2シ下に制御することは内圧によって当該部に受ける
応力は、板厚の増加による廠力の低減効果と合せて考慮
すると、円周溶初−手s3に受ける応力より十分低くす
ることが〒き、円周溶接継手部3ヶもたない鋼管であつ
117r、lも同様な効果が達成できる。
The second layer of moonlight will be done in the usual way. When the first layer is completely formed and welded in this manner, the stress concentration rate due to the back welding welding can be as low as 29 in any case. '! 'fc, Circumferential Weld Joint Circumferential Weld Joint Surface 4 Stress Concentration Pipe 2 The stress applied to this part due to internal pressure is controlled to be The same effect can be achieved with steel pipes 117r and 117l, which are steel pipes with less than three circumferential welded joints, by making the stress sufficiently lower than that applied to the circumferential welding joint s3.

、“ =、:。, “=, :.

次に、賽IM列につめて親切する。Next, put it in the dice IM column and be kind.

1ず、112図に示す如(開先11、@管部5a5bな
らひにテーパ一部5a、5bが形成Inて成る各短管2
?銅管1a、lbの間に挿入し、鋼管]a% lbと短
管2の量分そnぞれ両面溶接して完全に溶込み溶接ケ行
った。この際、円周溶接継手部3の溶接余盛8a、8b
t;r十分に削除し、余盛による応力集中全除去し;と
くに、最終仕上げ方向は円周方向と同じ方向とし仕上げ
粗度も100μ鈎下にした。
1. As shown in FIG.
? It was inserted between the copper pipes 1a and 1b, and both sides of the steel pipe [a% 1b] and the length of the short pipe 2 were welded to complete penetration welding. At this time, welding reinforcements 8a and 8b of the circumferential welding joint part 3
t;r was sufficiently removed to completely eliminate stress concentration due to the extra buildup; in particular, the final finishing direction was the same as the circumferential direction, and the finishing roughness was also set to 100μ under the hook.

次いで、鋼管ia% lbの両端溶接場れ一体となった
短管の両端において開先l】および直管部5bの加工ケ
行い、この際、開先形状はV開先に酷似し、第2図に示
す如く管内周がりの軸方向に突起部12’を有するもの
として加工する。
Next, welded both ends of the steel pipe ia% lb, processing is performed on both ends of the integrated short pipe to form a groove l] and a straight pipe part 5b. At this time, the groove shape is very similar to a V-groove, and the second As shown in the figure, the tube is processed to have a protrusion 12' in the axial direction around the inner circumference of the tube.

次に、第一層目の溶if#はタングステン1!極會用い
て対向する突起部12f溶融接合してその溶接余盛形状
9.10f良好にし、応力集中率゛全1.5〜2却下に
制御した。そ(7−r後は、第二層目辺後は常法で溶接
した。実施しυ■は短管を使用せず1.突起部12會つ
け、lた実施911■および°■は短管ケ使用したが、
突起912は前者に・はつけず、後者はそf′Lを有し
、最終溶接i4#:r常温の片面IktBL溶接法によ
“b・溶鉛、した。
Next, the melt if# of the first layer is tungsten 1! The opposing protrusions 12f were fused and welded to give a good welded build-up shape 9.10f, and the stress concentration ratio was controlled to a total of 1.5 to 2. (After 7-r, the second layer was welded by the usual method. 1.Protrusion 12 was attached without using a short pipe for υ■, and 911■ and °■ for 1) were welded using a short tube. I used a tube, but
The protrusion 912 was not attached to the former, and the latter had a diameter of f'L, and the final welding was carried out using the IktBL welding method on one side at room temperature.

Jコノ上の辿シに溶接した鋼管両端に第1図の如く鏡板
A%B?円周溶円周溶接継手形成と同様に溶接4し、内
圧疲労試騎を実施した。
Attach end plates A%B to both ends of the steel pipe welded to the traces on the J-cono as shown in Figure 1. Welding 4 was carried out in the same manner as in the case of circumferential welding and circumferential welding joint formation, and an internal pressure fatigue test was carried out.

なお、鏡板を用いたのは、刊本かの鋼管が溶接場n、て
接続さn、ている状況が冥埃できるからである。   
  □ この試験の結果、実施列■、■においては従来例では疲
労破断した円周溶接継手部4からは全く破断がなく、同
時に円周溶接継手部3についても疲労破断しないことが
確ルぷifした。そして、本発明方法によると、第1表
の通)疲労寿命は従来の3〜5倍9上長くなった。なお
、比較へは短管を介挿しない場合、比較Bは短管會介挿
したが、円周溶接継手部3の内外面全切削また、本発明
方法は、円周継手溶接と管内外面の溶接余盛削除する工
程?削減のため既に短管形状1有する#管ケ製造する技
術に用いらn。
The reason why the end plate was used is that the situation where the steel pipes are connected in a welding field can cause problems.
□ As a result of this test, in the test rows ■ and ■, there was no fracture at all from the circumferential welded joint 4, which had fatigue fractured in the conventional example, and at the same time, it was confirmed that the circumferential welded joint 3 did not undergo fatigue fracture either. did. According to the method of the present invention, the fatigue life (as shown in Table 1) is 3 to 5 times longer than the conventional method. In comparison, a short pipe was not inserted in Comparison B, but the entire inner and outer surfaces of the circumferential welded joint 3 were cut. Process to remove welding excess? In order to reduce the number of pipes that already have a short pipe shape 1, the technique used to manufacture the pipes is used.

る。Ru.

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

JiBl、図は本発明方法によって円周溶接した鋼管の
上面図、第2図にその溶接継手部分の詳細断面図、第3
図は鋼管と短管の溶接部の断面図、m4図は第2図に示
す溶接継手を溶接した場合の断面図である。 符 号1a、Jb・・・・・・鋼管 2・・・・・・短
管3・・・・・・円周継手溶接部 4・・・・・・円周継手溶接部 5a15シ・・・・・・直管部 6a、6□勢・・・・・・テーパ一部 ga、g6・・・・・・溶接余盛部 9・・・・・・裏i′−盛  lO・・・・・・片面一
層目溶接余盛□1−:、Fl鼻  □2−−−−−−*
ssA%B・・・・・・鏡板
JiBl, the figure is a top view of a steel pipe circumferentially welded by the method of the present invention, Fig. 2 is a detailed sectional view of the welded joint part, and Fig. 3
The figure is a cross-sectional view of a welded part between a steel pipe and a short pipe, and the m4 figure is a cross-sectional view when the welded joint shown in FIG. 2 is welded. Code 1a, Jb...Steel pipe 2...Short pipe 3...Circumferential joint welded part 4...Circumferential joint welded part 5a15...・・・Straight pipe part 6a, 6□ force...Tapered part ga, g6...Welding excess part 9...Back i'-fill 1O...・・Single side first layer welding excess □1-:, Fl nose □2-------*
ssA%B・・・・・・End plate

Claims (1)

【特許請求の範囲】 】)互いに円周溶接すべき一対の被溶接S管の端面にお
いて内周側に管軸方向に突起か突出するよう慶開先形状
とし、これら突起を溶融して第1層目を形成し、2層目
9降は常法により順次溶接することを特徴とする鋼管の
円周溶接継手法。” 2)互いに円周溶接すべき一対の被溶接m管の間におい
て、一端の外径、円径ならひに肉厚が前記被溶接鋼管の
そn、らと実弥的に等しく他端の肉厚が前記被溶接m管
の肉厚より厚く、シかも両端には長石20■月上の直管
部?有する煙管會、肉厚がNい端部か対向するよう(・
で弁挿し、前記短管の一端と被溶!#鋳管ケ円周溶接し
、内死面の溶接余盛切削または研摩で除去したのち、前
記肉厚の厚い短管音片面^絢溶接することケ特徴と丁ゐ
鋼管の円周溶接継手法。 3)互いに円周溶接すべき一対の被溶接鋼管の間におい
て、一端の外径、内径ならびに肉厚が前記被溶接m管の
七nらと実質的に等しく他端の肉厚か前記被溶接鋼管の
肉厚よシ犀くしかも両端には長さ20111m暇上の直
管部ケ有し前記他端から突起が突出する一対の短管t1
これら各突起が対向するより、介挿し前記短管の一端と
被溶接−管會円Ji!d溶接し、内外面の溶接余盛を切
削’!′fct;rω)摩で除去したのち前記各突起全
溶融して第1層目ケ形成し、第2m目μ後は常法・によ
シ順次忙溶接すること1特徴とする鋼管の円周溶接継手
法。
[Claims] ]) The end surfaces of a pair of S-tubes to be welded to be welded to each other are formed into grooves so that protrusions or protrusions protrude toward the inner periphery in the tube axis direction, and these protrusions are melted to form a first weld. A method of circumferential welding of steel pipes, which is characterized by forming layers and sequentially welding the second layer by a conventional method. 2) Between a pair of pipes to be welded to be circumferentially welded to each other, the outer diameter, circular diameter, and wall thickness of one end are substantially equal to those of the steel pipes to be welded. The wall thickness is thicker than the wall thickness of the pipe to be welded, and both ends are made of 20 feldspar.
Insert the valve and melt it with one end of the short pipe! #Cast pipes are circumferentially welded, and after removing the weld excess on the inner dead surface by cutting or polishing, the thick-walled short pipe is welded on one side.Characteristics and method of circumferential welding of steel pipes . 3) Between a pair of steel pipes to be welded to be circumferentially welded to each other, the outer diameter, inner diameter, and wall thickness of one end are substantially equal to those of the pipe to be welded, or the wall thickness of the other end is substantially equal to the thickness of the pipe to be welded. A pair of short pipes t1, which are thicker than the steel pipes and have straight pipe parts at both ends with a length of 20111 m, and a protrusion protrudes from the other end.
Since these protrusions face each other, one end of the short pipe and the welded pipe are inserted. d Weld and cut the welding excess on the inner and outer surfaces! 'fct;rω) After removing by friction, each of the protrusions is completely melted to form the first layer, and after the second mth μ, welding is carried out in a conventional manner or in a sequential manner.1. Circumference of the steel pipe characterized by: Welded joint method.
JP10139382A 1982-06-15 1982-06-15 Circumferential welding method of joint of steel pipes Granted JPS58218391A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10139382A JPS58218391A (en) 1982-06-15 1982-06-15 Circumferential welding method of joint of steel pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10139382A JPS58218391A (en) 1982-06-15 1982-06-15 Circumferential welding method of joint of steel pipes

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP24881788A Division JPH01127173A (en) 1988-09-30 1988-09-30 Method for forming circumferential welded joint of steel pipe

Publications (2)

Publication Number Publication Date
JPS58218391A true JPS58218391A (en) 1983-12-19
JPH0256990B2 JPH0256990B2 (en) 1990-12-03

Family

ID=14299497

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10139382A Granted JPS58218391A (en) 1982-06-15 1982-06-15 Circumferential welding method of joint of steel pipes

Country Status (1)

Country Link
JP (1) JPS58218391A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002039102A (en) * 2000-07-19 2002-02-06 Nhk Spring Co Ltd Accumulator
JP2006095561A (en) * 2004-09-29 2006-04-13 Mitsubishi Heavy Ind Ltd Structure of pipe joint
EP1835217A2 (en) * 2006-03-14 2007-09-19 Mitsubishi Heavy Industries, Ltd. Welded piping joint structure
CN109280761A (en) * 2018-11-27 2019-01-29 四川石油天然气建设工程有限责任公司 A kind of field acidic environment carbon steel pipe stress-removal construction operation method
WO2020166575A1 (en) * 2019-02-12 2020-08-20 株式会社デンソー Fuel flow passage member, and fuel injection valve employing same
EP3871828A4 (en) * 2018-10-25 2022-07-27 IHI Corporation Joining method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0549894U (en) * 1991-12-13 1993-07-02 積水化学工業株式会社 Connection structure of buried pipe for propulsion method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5418438A (en) * 1977-07-12 1979-02-10 Gen Electric Welded pipe assembly and method of making same
JPS56131083A (en) * 1980-11-10 1981-10-14 Hitachi Ltd Welded joint method for stainless steel tube
JPS56151192A (en) * 1980-04-22 1981-11-24 Mitsubishi Electric Corp V-groove welded tube

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5418438A (en) * 1977-07-12 1979-02-10 Gen Electric Welded pipe assembly and method of making same
JPS56151192A (en) * 1980-04-22 1981-11-24 Mitsubishi Electric Corp V-groove welded tube
JPS56131083A (en) * 1980-11-10 1981-10-14 Hitachi Ltd Welded joint method for stainless steel tube

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002039102A (en) * 2000-07-19 2002-02-06 Nhk Spring Co Ltd Accumulator
JP2006095561A (en) * 2004-09-29 2006-04-13 Mitsubishi Heavy Ind Ltd Structure of pipe joint
EP1835217A2 (en) * 2006-03-14 2007-09-19 Mitsubishi Heavy Industries, Ltd. Welded piping joint structure
EP1835217B1 (en) * 2006-03-14 2015-02-25 Mitsubishi Heavy Industries, Ltd. Welded piping joint structure
EP3871828A4 (en) * 2018-10-25 2022-07-27 IHI Corporation Joining method
US11958138B2 (en) 2018-10-25 2024-04-16 Ihi Corporation Joint method
CN109280761A (en) * 2018-11-27 2019-01-29 四川石油天然气建设工程有限责任公司 A kind of field acidic environment carbon steel pipe stress-removal construction operation method
CN109280761B (en) * 2018-11-27 2020-10-16 四川石油天然气建设工程有限责任公司 Stress-relieving construction operation method for carbon steel pipe in field acidic environment
WO2020166575A1 (en) * 2019-02-12 2020-08-20 株式会社デンソー Fuel flow passage member, and fuel injection valve employing same

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