JP2012236216A - Structural material for socket welding pipe fitting - Google Patents

Structural material for socket welding pipe fitting Download PDF

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JP2012236216A
JP2012236216A JP2011107221A JP2011107221A JP2012236216A JP 2012236216 A JP2012236216 A JP 2012236216A JP 2011107221 A JP2011107221 A JP 2011107221A JP 2011107221 A JP2011107221 A JP 2011107221A JP 2012236216 A JP2012236216 A JP 2012236216A
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pipe
socket
welded
welding
structural material
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JP5829424B2 (en
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Junichiro Morisawa
潤一郎 森澤
Kenichi Nakabayashi
健一 中林
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Japan Atomic Power Co Ltd
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Japan Atomic Power Co Ltd
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  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a socket welding joint difficult to generate insufficient welding of a corner part.SOLUTION: A pipe is inserted into a nearly hollow cylindrical insertion hole, and the tip of a welding torch moves toward the corner part formed by the end face of the insertion hole and the outer face of the pipe, so that this structural material for a socket welding pipe fitting is fillet-welded. A corner part on the inside diameter side of the insertion hole is not chamfered.

Description

本発明は、溶け込み不良の発生を低減することを可能とした差込溶接式管継手用構造材に関するものである。   The present invention relates to a structural material for insertion welded pipe joints that can reduce the occurrence of poor penetration.

ソケット溶接継手等の差込溶接式管継手は、ソケット端面(垂直面)と配管外面の交差コーナ部(直角コーナ部)を十分溶融させることによって、品質が確保される。   The quality of a plug-welded pipe joint such as a socket-welded joint is ensured by sufficiently melting the intersecting corner portion (right-angle corner portion) between the socket end surface (vertical surface) and the pipe outer surface.

ソケット溶接継手は以前から作業段取りが容易なことから多くの継手で採用されている。通常の配管の突合せ溶接では裏波を出す必要があり、溶接技術としても高度な技術・技量が要求されるが、ソケット溶接継手はそこまでの技術・技量は要求されない。   Socket welded joints have been used in many joints since work setup is easy. In ordinary butt welding of pipes, it is necessary to produce a back wave, and advanced techniques and skills are required as welding techniques, but socket welded joints do not require such techniques and skills.

図7は、良好な溶け込みが行われたソケット溶接継手の軸方向断面を示す図である。ソケット1に配管2が差し込まれ、ソケット1の端面と配管2の表面との間に溶接欠陥(溶け込み不良)がなく、すみ肉溶接部Aが形成されている。   FIG. 7 is a diagram showing an axial cross section of a socket weld joint in which good penetration has been performed. The pipe 2 is inserted into the socket 1, and there is no welding defect (poor penetration) between the end face of the socket 1 and the surface of the pipe 2, and a fillet weld A is formed.

図8は、溶接欠陥(溶け込み不良)が生じているソケット溶接継手の軸方向断面を示す図である。ソケット1の端面と配管2の表面との間にすみ肉溶接部Bが溶接されているが、面取り部Dに欠陥部Cが生じている。   FIG. 8 is a view showing an axial cross section of a socket weld joint in which a weld defect (poor penetration) occurs. The fillet weld B is welded between the end surface of the socket 1 and the surface of the pipe 2, but a defect C is generated in the chamfer D.

このような溶込み不良があると、配管の振動等により発生する配管軸に直角方向の応力に対して影響を受け易くなり計画通りの強度が確保されず、使用中に漏洩を起す可能性がある。したがって、溶込み不良の発生を抑える必要がある。   If there is such a penetration failure, it is easily affected by stress in the direction perpendicular to the pipe axis caused by vibration of the pipe, etc., and the strength as planned cannot be secured, and there is a possibility of causing leakage during use. is there. Therefore, it is necessary to suppress the occurrence of poor penetration.

溶込み不良は、一般的には放射線透過検査を行えば検出できる。しかしながら、差込溶接式管継手に放射線透過検査を使用するのであれば、簡易型継手であるこの継手を使用した効果が出ないため、突合せ溶接にして放射線透過検査を行った方が良いと考えられる。また一般的に、差込溶接式管継手に対する非破壊検査は、液体浸透探傷検査、又は、磁粉探傷検査が適用されるが、これは表面検査であるため、図8の欠陥部Cに示すような内部欠陥は検出できない。   In general, penetration defects can be detected by performing a radiographic inspection. However, if a radiation transmission test is used for a plug-in welded pipe joint, the effect of using this joint, which is a simple joint, will not be achieved, so it is better to perform a radiation transmission test using butt welding. It is done. In general, the liquid penetration inspection or the magnetic particle inspection is applied to the nondestructive inspection for the insertion welded pipe joint. However, since this is a surface inspection, the defect C in FIG. No internal defects can be detected.

また、溶接完了後、一般的には、耐圧検査が行われるが、図8の欠陥部Cに示すような内部欠陥が小さい場合は、往々にして、耐圧検査も合格することが多い。その後、使用中に欠陥がき裂となって進展し、漏洩にいたる場合も多いと考えられる。従って、この内部欠陥を如何に発生させないように管理するかが大切となる。   In general, after the welding is completed, the pressure resistance test is performed. However, when the internal defect as shown in the defect portion C in FIG. 8 is small, the pressure resistance test is often passed. Thereafter, it is considered that defects often develop as cracks during use, leading to leakage. Therefore, it is important how to manage the internal defects so as not to occur.

図8に示す欠陥部Cが生じる理由の一つとしては、ソケット部品の端面が面取り加工されていることが考えられる。一般に、機械部品は怪我を防止するなどの理由により、エッジ部分は面取りがなされている。しかしながら、この面取り部分により、ソケットと配管とを嵌合した場合に、ソケット端面(垂直面)と配管外面の交差コーナ部(直角コーナ部)に三角形状の断面の空間が存在することになる。この空間部分が存在することにより溶け込み不良が発生する可能性が高まると考えられる。   One possible reason for the occurrence of the defective portion C shown in FIG. 8 is that the end face of the socket component is chamfered. In general, the edge of a machine part is chamfered for reasons such as preventing injury. However, when the socket and the pipe are fitted to each other due to the chamfered portion, a triangular cross-section space exists at the intersecting corner portion (right-angle corner portion) between the socket end surface (vertical surface) and the pipe outer surface. The presence of this space portion is considered to increase the possibility of poor penetration.

本発明は、このような従来の問題を解決するためになされたもので、溶け込み不良の発生を低減することを可能とした差込溶接式管継手用構造材を提供しようとするものである。   The present invention has been made to solve such a conventional problem, and an object of the present invention is to provide a structural material for a plug-welded pipe joint that can reduce the occurrence of poor penetration.

本発明は、略中空円筒状の差込口に配管が差し込まれ、溶接用のトーチの先端が、差込口の端面と配管の外面とがなすコーナ部へ向けて進入してすみ肉溶接される差込溶接式管継手用構造材であって、差込口の内径側の角部は面取りされていないことを特徴とする。   In the present invention, a pipe is inserted into a substantially hollow cylindrical insertion port, and the tip of the welding torch enters a corner portion formed by the end surface of the insertion port and the outer surface of the pipe, and is fillet welded. This is a structural material for insertion welded pipe joints, characterized in that the inner diameter side corner of the insertion port is not chamfered.

本発明の差込溶接式管継手用構造材によれば、コーナ部の溶込み不足が発生し難いソケット溶接継手を提供することが可能となる。   According to the structural material for a plug-welded type pipe joint of the present invention, it is possible to provide a socket weld joint in which a lack of penetration of the corner portion is unlikely to occur.

本発明の実施形態の差込溶接式管継手用構造材の形状及びソケット溶接の態様を示す図である。It is a figure which shows the shape of the structural material for insertion welding type pipe joints of embodiment of this invention, and the aspect of socket welding. 本実施例の面取り有、面取り無しの溶接条件における観察方向を示す図である。It is a figure which shows the observation direction in the welding conditions of chamfering existence of this Example, and no chamfering. 本実施例の面取り有の結果を示す断面写真である。It is a cross-sectional photograph which shows the result of chamfering of a present Example. 本実施例の面取り有の結果を示す断面写真である。It is a cross-sectional photograph which shows the result of chamfering of a present Example. 本実施例の面取り無の結果を示す断面写真である。It is a cross-sectional photograph which shows the result of no chamfering of a present Example. 本実施例の面取り無の結果を示す断面写真である。It is a cross-sectional photograph which shows the result of no chamfering of a present Example. 良好な溶け込みが行われたソケット溶接継手の軸方向断面を示す図である。It is a figure which shows the axial direction cross section of the socket welded joint in which favorable penetration was performed. 溶接欠陥(溶け込み不良)が生じているソケット溶接継手の軸方向断面を示す図である。It is a figure which shows the axial direction cross section of the socket welded joint in which the welding defect (poor penetration defect) has arisen.

以下、本発明の実施形態である差込溶接式管継手用構造材について、図を参照して詳細に説明をする。なお、以下の説明においては、ソケット溶接継手を例にあげて説明をするが、一般的な差込溶接継手等にも適用可能である。   Hereinafter, a structure material for a plug-welded pipe joint according to an embodiment of the present invention will be described in detail with reference to the drawings. In the following description, a socket welded joint will be described as an example, but the present invention can also be applied to a general insertion welded joint.

図1は、本発明の実施形態の差込溶接式管継手用構造材の形状を示す図である。   Drawing 1 is a figure showing the shape of the structural material for insertion welding type pipe joints of the embodiment of the present invention.

本実施形態のソケット(差込溶接式管継手用構造材)101の略中空円筒状の差込口101bに配管102が差し込まれる構造のソケット溶接継手100において、ソケット101の端面101aの配管102の挿入口の周囲は面取りされておらず、ほぼ直角の断面となっている。   In the socket weld joint 100 having a structure in which the pipe 102 is inserted into the substantially hollow cylindrical insertion port 101b of the socket (insertion welded pipe joint structure) 101 of the present embodiment, the pipe 102 of the end surface 101a of the socket 101 is The periphery of the insertion opening is not chamfered and has a substantially right-angled cross section.

本実施形態のソケット101の製造方法としては、例えば、パイプをパイプカッターやバンドソーなどのパイプ切断機により切断して端面を露出させ、差込口の内径側の角部を面取り加工仕上げをしなればよい。   As a manufacturing method of the socket 101 of this embodiment, for example, a pipe is cut by a pipe cutter such as a pipe cutter or a band saw to expose an end face, and a corner on the inner diameter side of the insertion port is chamfered and finished. That's fine.

このように、ソケット101の端面101aの配管102の挿入口の周囲が面取りされていないことにより、従来のようなソケット端面(垂直面)と配管外面の交差コーナ部(直角コーナ部)に断面が三角形上の空間が存在せず、この空間部分を削除することにより溶け込み不良を低減することが可能となる。   As described above, since the periphery of the insertion port of the pipe 102 on the end face 101a of the socket 101 is not chamfered, a cross section is formed at a crossing corner (right angle corner) between the socket end face (vertical face) and the pipe outer face as in the prior art. There is no space on the triangle, and it is possible to reduce the penetration failure by deleting this space portion.

以下、本発明の実施例について説明をする。なお、本発明は以下の実施例に限定されるものではない。   Examples of the present invention will be described below. In addition, this invention is not limited to a following example.

本実施例の面取り無ソケットの効果を確認するため、面取り有及び面取り無のソケットについてそれぞれ溶接実験を行い、その溶接断面を確認した。   In order to confirm the effect of the socket without chamfering of the present embodiment, welding experiments were performed on sockets with and without chamfering, and the weld cross section was confirmed.

(溶接条件)
図2(a)は、面取り有の溶接条件における観察方向を示す図である。面取り有の溶接条件は以下の通りである。なお、このトーチ(角度)は固定し、配管・ソケットを回転して溶接した。
・トーチ(タングステン電極)角度:62度、
・タングステン電極先端位置:ε(ソケット端面からの距離)=2mm、δ(配管端面からの距離)=4mm
・フィラーワイヤ(溶加材)径:1.6φ
・溶接入熱 :約1000J/mm
(Welding conditions)
Fig.2 (a) is a figure which shows the observation direction in the welding conditions with chamfering. The welding conditions with chamfering are as follows. The torch (angle) was fixed, and the pipe and socket were rotated and welded.
・ Torch (tungsten electrode) angle: 62 degrees
・ Tungsten electrode tip position: ε (distance from socket end face) = 2 mm, δ (distance from pipe end face) = 4 mm
・ Filler wire (filler material) diameter: 1.6φ
・ Welding heat input: about 1000 J / mm

図2(b)は、面取り無の溶接条件における観察方向を示す図である。面取り無の溶接条件は以下の通りで、溶接条件は、上記面取り有の条件と同じである。
・トーチ(タングステン電極)角度:62度、
・タングステン電極先端位置:ε(ソケット端面からの距離)=2mm、δ(配管端面からの距離)=4mm
・フィラーワイヤ(溶加材)径:1.6φ
・溶接入熱 :約1000J/mm
FIG. 2B is a diagram showing an observation direction under a welding condition without chamfering. The welding conditions without chamfering are as follows, and the welding conditions are the same as those with chamfering.
・ Torch (tungsten electrode) angle: 62 degrees
・ Tungsten electrode tip position: ε (distance from socket end face) = 2 mm, δ (distance from pipe end face) = 4 mm
・ Filler wire (filler material) diameter: 1.6φ
・ Welding heat input: about 1000 J / mm

(実験結果)
図3、4は、面取り有の結果を示す断面写真である(溶接部断面マクロ 観察写真:10倍拡大)。図3及び図4共に面取り加工部に欠陥があることがわかる(図3のA部、図4のB部)。
(Experimental result)
3 and 4 are cross-sectional photographs showing the results of chamfering (cross-sectional macro observation photograph of welded part: enlarged 10 times). 3 and 4 both show that the chamfered portion has a defect (A portion in FIG. 3 and B portion in FIG. 4).

図5、6は、面取り無の結果を示す断面写真である(溶接部断面マクロ 観察写真:10倍拡大)。図5には欠陥が認められず、図6には欠陥(図中のC)認められるが、面取り有(図3、4)の欠陥A、Bと比較して、その大きさは小さいものとなる。よって、本発明の効果が確認された。   5 and 6 are cross-sectional photographs showing the results without chamfering (cross-sectional macro observation photograph of the welded part: enlarged 10 times). No defects are recognized in FIG. 5, and defects (C in the figure) are recognized in FIG. 6, but the size is small compared to defects A and B with chamfers (FIGS. 3 and 4). Become. Therefore, the effect of the present invention was confirmed.

100:ソケット溶接継手
101:ソケット(差込溶接式管継手用構造材)
102:配管

100: Socket weld joint 101: Socket (structure material for plug-in welded pipe joint)
102: Piping

Claims (1)

略中空円筒状の差込口に配管が差し込まれ、溶接用のトーチの先端が、前記差込口の端面と前記配管の外面とがなすコーナ部へ向けて進入してすみ肉溶接される差込溶接式管継手用構造材であって、
前記差込口の内径側の角部は、面取りされていないことを特徴とする差込溶接式管継手用構造材。
The pipe is inserted into the substantially hollow cylindrical insertion port, and the tip of the welding torch enters the corner portion formed by the end surface of the insertion port and the outer surface of the pipe and is fillet welded. It is a structural material for buried welded pipe joints,
The corner portion on the inner diameter side of the insertion port is not chamfered, and is a structural material for insertion welded pipe joints.
JP2011107221A 2011-05-12 2011-05-12 Structural materials for plug-in welded pipe fittings Expired - Fee Related JP5829424B2 (en)

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JP2015169235A Division JP2016013577A (en) 2015-08-28 2015-08-28 Method for manufacturing a structural material for insertion weld type pipe fitting

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109290660A (en) * 2017-07-24 2019-02-01 深圳市飞托克实业有限公司 A kind of quick sleeve TIG weld technique

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08281440A (en) * 1995-04-12 1996-10-29 Hitachi Ltd Method for welding socket
US7481350B1 (en) * 2006-01-26 2009-01-27 Shah Nitin J Socket-welded pipe joint
JP2010064126A (en) * 2008-09-12 2010-03-25 Japan Atom Power Co Ltd:The Welding method of socket welding type tubular joint

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08281440A (en) * 1995-04-12 1996-10-29 Hitachi Ltd Method for welding socket
US7481350B1 (en) * 2006-01-26 2009-01-27 Shah Nitin J Socket-welded pipe joint
JP2010064126A (en) * 2008-09-12 2010-03-25 Japan Atom Power Co Ltd:The Welding method of socket welding type tubular joint

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109290660A (en) * 2017-07-24 2019-02-01 深圳市飞托克实业有限公司 A kind of quick sleeve TIG weld technique

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