JPH11118074A - Weld overlaying method for socket welded joint - Google Patents

Weld overlaying method for socket welded joint

Info

Publication number
JPH11118074A
JPH11118074A JP28042997A JP28042997A JPH11118074A JP H11118074 A JPH11118074 A JP H11118074A JP 28042997 A JP28042997 A JP 28042997A JP 28042997 A JP28042997 A JP 28042997A JP H11118074 A JPH11118074 A JP H11118074A
Authority
JP
Japan
Prior art keywords
socket
pipeline
gap
welding
case
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.)
Withdrawn
Application number
JP28042997A
Other languages
Japanese (ja)
Inventor
Tetsuo Yamashita
鐵生 山下
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP28042997A priority Critical patent/JPH11118074A/en
Publication of JPH11118074A publication Critical patent/JPH11118074A/en
Withdrawn legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To check the occurrence of any welding residual stress of tension in a gap part, and to prevent the stress corrosion cracking of a socket welding joint from occurring by forming the final layer of a weld overlay, plurally layered toward the upside, in a part contacting with a pipeline. SOLUTION: At the time of executing the weld overlaying of a socket welded joint to be applied to a pipeline 1 or the like in various plants including a nuclear power related plant and so on, the pipeline 1 is inset in the inner diameter side of a socket 2, and then overlay welding is applied to the pipeline 1 and an end of the socket 2, and thereby a layered part 4 is formed. In this layered part 4, the pipeline 1 and the socket 2 are first welded into one body by the first layer padding, and then those of sesond to fourth layers are overlaid up to the upper part in order, and the final fifth layer padding is overlaid on a part contacting with the pipeline 1 separated from a gap part 3 between this pipeline 1 and the socket 2 and completed. Thus, since the fifth layer is formed in a part contacting with the pipeline 1 separated from the gap 3 between this pipeline 1 and the socket 2, any possible occurrence of a welding residual stress of tension in the gap part 3 is checked, thereby preventing the stress corrosion cracking from occurring.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、各種プラントの配
管等に適用されるソケット溶接継手の溶接肉盛方法に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for overlaying a socket-welded joint applied to piping of various plants.

【0002】[0002]

【従来の技術】原子力関連のプラント、あるいは各種エ
ネルギ関連のプラント等には、溶接継手としてソケット
溶接継手が使用されている場合が多い。
2. Description of the Related Art In many cases, socket welded joints are used as welded joints in nuclear power plants or various energy plants.

【0003】従来のソケット溶接継手において、溶接肉
盛の積層は、図5に示すように、それぞれの肉盛量の多
少の差はあるものの、第1層から第5層へと順序よく上
部へ肉盛されていた。
As shown in FIG. 5, in conventional socket welded joints, the weld overlay is laminated in order from the first layer to the fifth layer in an orderly manner, although there is a slight difference in the amount of each overlay. Was served.

【0004】[0004]

【発明が解決しようとする課題】従来のソケット溶接継
手においては、前記のように、上部へ向かって順序よく
肉盛されていた。
In the conventional socket welded joints, as described above, the welded joints are laid up in order toward the upper part.

【0005】しかしながら、この肉盛方法の場合、図5
に示すようにソケット2と配管1の間隙部3において、
非常に高い引張りの溶接残留応力が発生し、これが基で
応力腐食割れ4aによる内部流体6の漏洩事故を生じる
場合が多かった。本発明は上記の課題を解決しようとす
るものである。
However, in the case of this overlay method, FIG.
As shown in the figure, in the gap 3 between the socket 2 and the pipe 1,
Very high tensile welding residual stress was generated, which often resulted in leakage of the internal fluid 6 due to stress corrosion cracking 4a. The present invention seeks to solve the above problems.

【0006】[0006]

【課題を解決するための手段】本発明は、ソケット溶接
継手の溶接肉盛方法において、最終層を配管側に積層す
ることを特徴としている。
The present invention provides a method for overlaying a socket weld joint by laminating a final layer on a pipe side.

【0007】本発明に係るソケット溶接継手の溶接肉盛
方法について、従来の方法と比較した場合、次の違いが
ある。最終層の溶接後、肉盛部の収縮によって管軸方向
に曲げモーメントを発生し、配管とソケットの間隙部分
が開くが、従来の方法の場合、これにより間隙部に大き
な引張りの残留応力を生じるのに対して、本発明の方法
の場合は、肉盛部が間隙部から離れているため、上記残
留応力は小さい。
[0007] The welding overlay method for a socket-welded joint according to the present invention has the following differences when compared with the conventional method. After welding the final layer, shrinkage of the cladding causes a bending moment in the pipe axis direction, opening the gap between the pipe and the socket.In the conventional method, this causes a large tensile residual stress in the gap. On the other hand, in the case of the method of the present invention, the above-mentioned residual stress is small because the build-up portion is away from the gap.

【0008】また、上記肉盛部については、収縮により
肉盛部の半径方向への落ち込みがあるが、従来の方法の
場合、この落ち込みにより間隙部分は開くような挙動を
行い、開隙部には大きな引張りの残留応力が生じるのに
対して、本発明の場合には、間隙部分は閉じる方向の挙
動を行うため、大きな圧縮の残留応力を生じる。
[0008] Further, in the above-mentioned built-up portion, there is a drop in the build-up portion in the radial direction due to shrinkage. In the case of the present invention, a large tensile residual stress is generated, whereas in the case of the present invention, since the gap portion behaves in a closing direction, a large compressive residual stress is generated.

【0009】更に、間隙部における軸方向応力と周方向
応力については、従来の方法の場合、溶接時に生じた大
きな圧縮の塑性ひずみが、冷却時に引張ひずみへと変化
するため、大きな引張りの残留応力を生じるのに対し
て、本発明の場合は、肉盛部からの距離があるため、小
さな圧縮の残留応力を生じる。
Further, regarding the axial stress and the circumferential stress in the gap, in the case of the conventional method, a large compressive plastic strain generated at the time of welding changes to a tensile strain at the time of cooling. On the other hand, in the case of the present invention, a small compressive residual stress is generated in the present invention because of the distance from the overlay.

【0010】本発明の方法においては、上記のように、
従来の方法に比べて間隙部における引張りの溶接残留応
力の発生を抑制することが可能となったため、従来の方
法による場合に生じていたソケット溶接継手の応力腐食
割れを防止することが可能となる。
[0010] In the method of the present invention, as described above,
Since it becomes possible to suppress the occurrence of tensile welding residual stress in the gap compared to the conventional method, it becomes possible to prevent the stress corrosion cracking of the socket welded joint which occurred in the case of the conventional method. .

【0011】[0011]

【発明の実施の形態】本発明の実施の一形態に係るソケ
ット溶接継手の溶接肉盛方法について、図1により説明
する。図1において、1は配管、2はソケットで、ソケ
ット2の内径は配管1が差し込めるように大きくなって
いる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A method for overlaying a socket weld joint according to an embodiment of the present invention will be described with reference to FIG. In FIG. 1, 1 is a pipe, 2 is a socket, and the inner diameter of the socket 2 is large so that the pipe 1 can be inserted.

【0012】本実施形態に係る溶接肉盛方法において
は、配管1をソケット2の内径側に差し込んだ後、配管
1とソケット2の端部に肉盛溶接をし、積層部4を形成
している。
In the welding overlay method according to the present embodiment, after the pipe 1 is inserted into the inner diameter side of the socket 2, overlay welding is performed on the ends of the pipe 1 and the socket 2 to form a laminated portion 4. I have.

【0013】この積層部4は、まず、第1層目の肉盛に
より配管1とソケット2を溶接結合した後、第2層、第
3層、第4層と順次上部へ(外径寄りへ)肉盛し、最後
の第5層目の肉盛を配管1とソケット2の間隙部3より
離れた配管1に接する部位に積層して完成させている。
なお、配管1とソケット2の間隙部分5は内部流体6が
通る部分である。
The laminated portion 4 is first welded and connected between the pipe 1 and the socket 2 by overlaying the first layer, and then sequentially moves upward to the second, third and fourth layers (toward the outer diameter). 3) The buildup is performed, and the final buildup of the fifth layer is completed by laminating a portion of the pipe 1 and the socket 2 that is in contact with the pipe 1 distant from the gap 3.
The gap 5 between the pipe 1 and the socket 2 is a portion through which the internal fluid 6 passes.

【0014】本実施形態においては、配管1とソケット
2の間隙部3より離れた配管1に接する部位に最終層で
ある第5層目を形成することにより、間隙部3における
引張りの溶接残留応力の発生を抑制することができ、従
来の方法の場合にみられた応力腐食割れを防止すること
が可能となった。
In the present embodiment, the fifth residual layer, which is the final layer, is formed at a portion of the pipe 1 and the socket 2 which is in contact with the pipe 1 and is separated from the gap 3 so that the tensile welding residual stress in the gap 3 is increased. Generation can be suppressed, and the stress corrosion cracking observed in the case of the conventional method can be prevented.

【0015】本実施形態は、試行錯誤を繰り返すことに
より実現したものであるが、本実施形態に係る溶接肉盛
方法により溶接残留応力の少ないソケット溶接継手を得
ることができる理由について、従来の方法の場合と比較
しながら以下に説明する。
The present embodiment is realized by repeating trial and error. The reason why a socket welded joint having a small welding residual stress can be obtained by the welding overlaying method according to the present embodiment is as follows. This will be described below in comparison with the case of (1).

【0016】本実施形態と従来の方法により第4層目ま
で肉盛したソケット溶接継手について比較した場合、そ
れぞれの積層状態が同様のため、それぞれの残留応力分
布及び残留応力値は似たようなものとなる。
When a comparison is made between the present embodiment and the socket-welded joint up to the fourth layer according to the conventional method, the respective residual stress distributions and residual stress values are similar since the respective laminated states are the same. It will be.

【0017】最終層を第4層の上に積層した従来の方法
によるものの場合、図2(a)に示すように、溶接後に
おいて肉盛部7の収縮によって管軸方向には曲げモーメ
ントMが発生し、配管1とソケット2の間隙部分5を開
く変形が起こり、間隙部3には大きな引張りの残留応力
が生じるようになる。
In the case of the conventional method in which the final layer is laminated on the fourth layer, as shown in FIG. 2A, a bending moment M is generated in the pipe axis direction due to the contraction of the built-up portion 7 after welding. As a result, the gap 5 between the pipe 1 and the socket 2 is deformed to open, and a large tensile residual stress is generated in the gap 3.

【0018】一方、最終層を配管1に接する部位へ積層
した本実施形態の方法によるものの場合は、同様の曲げ
モーメントが働くものの、間隙部3との間には溶接部分
があり、距離的に離れているため、大きな影響はない。
On the other hand, in the case of the method according to the present embodiment in which the final layer is laminated on the portion in contact with the pipe 1, although a similar bending moment acts, there is a welded portion between the gap 3 and the distance, so that the distance is small. Since it is far away, there is no significant effect.

【0019】上記溶接後の肉盛部の収縮については、こ
れに付随して最終層に肉盛による半径方向への落ち込み
の影響も考えられる。従来の方法による場合は、図2
(b)に示すように、肉盛部の落ち込みによって間隙部
分5は開くような挙動を起こし、結局、この場合も間隙
部3には大きな引張りの残留部分が働くようになる。
Concerning the shrinkage of the build-up portion after the above-mentioned welding, it may be considered that a concomitant effect of a fall in the final layer in the radial direction due to the build-up is caused. In the case of the conventional method, FIG.
As shown in (b), the gap portion 5 behaves as if it were opened due to the fall of the build-up portion, and eventually, in this case, a large tensile residual portion acts on the gap portion 3.

【0020】一方、本実施形態の方法による場合は、図
2(c)に示すように配管部分での半径方向への落ち込
みにより、間隙部分5は逆に閉じるような挙動を起こ
し、間隙部3には大きな圧縮の残留応力が生じるように
なる。
On the other hand, in the case of the method according to the present embodiment, as shown in FIG. 2 (c), the gap 5 is closed on the contrary due to the radial drop at the pipe portion, and the gap 3 is closed. Causes a large compressive residual stress.

【0021】以上は変形的な挙動について説明したが、
次に熱による挙動について、図3により説明する。従来
の方法による場合、X−X断面における溶接後の軸方向
応力は、図3(a)に示すように外径側で圧縮、内側の
間隙部3で引張応力となる。
The above describes the deformation behavior.
Next, the behavior due to heat will be described with reference to FIG. In the case of the conventional method, the axial stress after welding in the XX section becomes a compression at the outer diameter side and a tensile stress at the inner gap 3 as shown in FIG.

【0022】これは、溶接から冷却への過程における板
厚内の塑性ひずみの発生により、間隙部分5では溶接時
に大きな圧縮の塑性ひずみが生じ、冷却時において、逆
の引張ひずみへと変化するためである。
This is because a large compressive plastic strain is generated in the gap portion 5 during welding due to the generation of plastic strain in the plate thickness in the process from welding to cooling, and changes to an opposite tensile strain during cooling. It is.

【0023】また、周方向応力については、X−X断面
部分の溶接時における高温による圧縮塑性ひずみの発生
により、冷却時は逆に引張ひずみが生じるために、図3
(b)に示すように溶接後は引張応力が生じるようにな
る。従って、従来の方法による場合は、軸方向、周方向
共に間隙部3において大きな引張応力を生じるようにな
る。
As for the stress in the circumferential direction, a compressive plastic strain is generated due to a high temperature at the time of welding of the XX section, and a tensile strain is generated at the time of cooling.
As shown in (b), after welding, tensile stress is generated. Therefore, according to the conventional method, a large tensile stress is generated in the gap 3 in both the axial direction and the circumferential direction.

【0024】一方、本実施形態の方法による場合、軸方
向応力及び周方向応力は、図3(c),(d)に示すも
のとなる。即ち、Y−Y断面においては、図3(a),
(b)に示すものと同様の応力分布を溶接後に生じる
が、X−X断面においては、距離があるためにその大き
さは小さくなり、Y−Y断面と逆の応力分布が生じるよ
うになり、間隙部3では圧縮の残留応力となる。
On the other hand, according to the method of the present embodiment, the axial stress and the circumferential stress are as shown in FIGS. 3 (c) and 3 (d). That is, in the Y-Y section, FIG.
Although the same stress distribution as that shown in (b) occurs after welding, in the XX section, the size is reduced due to the distance, and the stress distribution reverse to that in the YY section occurs. In the gap 3, a residual stress of compression occurs.

【0025】従来の方法による場合と、本実施形態の方
法による場合の上記の挙動によって生じる溶接後の残留
応力分布であって、解析により得られた管軸方向及び半
径方向のものを図4(a),(b)に示す。
FIG. 4 shows the residual stress distribution after welding caused by the above-described behavior in the case of the conventional method and in the case of the method of the present embodiment, which are obtained by the analysis in the pipe axis direction and the radial direction. a) and (b).

【0026】図4(a),(b)から判るように、間隙
部3及び間隙部分5において、前者の場合は大きな引張
りの残留応力が生じ、後者の場合は圧縮の残留応力が生
じており、本実施形態に係る溶接肉盛方法による場合に
は、応力腐食割れが懸念される間隙部3の発生応力を小
さくすることができる。
As can be seen from FIGS. 4 (a) and 4 (b), in the gaps 3 and 5, a large tensile residual stress is generated in the former case, and a compressive residual stress is generated in the latter case. In the case of the welding overlay method according to the present embodiment, the stress generated in the gap 3 where stress corrosion cracking is concerned can be reduced.

【0027】なお、本実施形態においては、肉盛溶接の
積層を5層としているが、積層がこの層数に限定される
ものでないことは、いうまでもない。
In this embodiment, the number of layers of the overlay welding is five, but it is needless to say that the number of layers is not limited to this number.

【0028】[0028]

【発明の効果】本発明のソケット溶接継手の溶接肉盛方
法においては、上部に向けて複数層積層した溶接肉盛の
最終層を配管に接する部位に積層して形成するものとし
たことによって、間隙部における引張りの溶接残留応力
の発生を抑制することが可能となったため、従来の方法
による場合に生じていたソケット溶接継手の応力腐食割
れを防止することが可能となる。
According to the method for overlaying a socket welded joint of the present invention, the final layer of the weld overlay, which is formed by laminating a plurality of layers toward the upper portion, is formed by laminating a portion in contact with a pipe. Since it is possible to suppress the occurrence of tensile welding residual stress in the gap, it is possible to prevent stress corrosion cracking of the socket welded joint, which has occurred in the case of the conventional method.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施の一形態に係るソケット溶接継手
の溶接肉盛方法の説明図である。
FIG. 1 is an explanatory diagram of a method for overlaying a socket weld joint according to an embodiment of the present invention.

【図2】上記一実施形態に係る方法による場合と従来の
方法による場合の肉盛部の収縮の影響の説明図で、
(a)は従来の方法による場合の曲げモーメント、
(b)は従来の方法による場合の肉盛部の落ち込み、
(c)は本実施形態の方法による場合の肉盛部の落ち込
みの説明図である。
FIG. 2 is an explanatory diagram of the effect of shrinkage of a build-up part in the case of the method according to the embodiment and the case of a conventional method;
(A) is the bending moment in the case of the conventional method,
(B) shows the fall of the built-up part in the case of the conventional method,
(C) is an explanatory view of a fall of a built-up part in the case of a method of this embodiment.

【図3】上記一実施形態に係る方法による場合と従来の
方法による場合の応力の説明図で、(a)は従来の方法
による場合の管軸方向応力、(b)は従来の方法による
場合の周方向応力、(c)は本実施形態の方法による場
合の管軸方向応力、(d)は本実施形態の方法による場
合の周方向応力の説明図である。
FIGS. 3A and 3B are explanatory diagrams of stress in the case of the method according to the embodiment and in the case of the conventional method, wherein FIG. 3A shows the stress in the tube axial direction in the case of the conventional method, and FIG. (C) is an explanatory diagram of a pipe axial stress in the case of the method of the present embodiment, and (d) is an explanatory diagram of a circumferential stress in the case of the method of the present embodiment.

【図4】上記一実施形態に係る方法による場合と従来の
方法による場合の溶接残留応力分布の比較説明図で、
(a)は管軸方向、(b)は半径方向の説明図である。
FIG. 4 is a comparative explanatory diagram of a welding residual stress distribution in the case of the method according to the embodiment and the case of the conventional method;
(A) is an explanatory view in the tube axis direction, and (b) is an explanatory view in the radial direction.

【図5】従来の方法の説明図である。FIG. 5 is an explanatory diagram of a conventional method.

【符号の説明】[Explanation of symbols]

1 配管 2 ソケット 3 間隙部 4 積層部 5 間隙部分 DESCRIPTION OF SYMBOLS 1 Piping 2 Socket 3 Gap 4 Stacking part 5 Gap

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ソケット溶接継手の溶接肉盛方法におい
て、最終層を配管側に積層することを特徴とするソケッ
ト溶接継手の溶接肉盛方法。
1. A method for overlaying a socket weld joint comprising the steps of: laminating a final layer on a pipe side;
JP28042997A 1997-10-14 1997-10-14 Weld overlaying method for socket welded joint Withdrawn JPH11118074A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28042997A JPH11118074A (en) 1997-10-14 1997-10-14 Weld overlaying method for socket welded joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28042997A JPH11118074A (en) 1997-10-14 1997-10-14 Weld overlaying method for socket welded joint

Publications (1)

Publication Number Publication Date
JPH11118074A true JPH11118074A (en) 1999-04-30

Family

ID=17624938

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28042997A Withdrawn JPH11118074A (en) 1997-10-14 1997-10-14 Weld overlaying method for socket welded joint

Country Status (1)

Country Link
JP (1) JPH11118074A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021089020A (en) * 2019-12-03 2021-06-10 株式会社クボタ Method for forming insertion port protrusion

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021089020A (en) * 2019-12-03 2021-06-10 株式会社クボタ Method for forming insertion port protrusion
JP2021127833A (en) * 2019-12-03 2021-09-02 株式会社クボタ Method for forming insertion port protrusion

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