JP2009214127A - Submerged arc welding method for steel material - Google Patents

Submerged arc welding method for steel material Download PDF

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JP2009214127A
JP2009214127A JP2008059136A JP2008059136A JP2009214127A JP 2009214127 A JP2009214127 A JP 2009214127A JP 2008059136 A JP2008059136 A JP 2008059136A JP 2008059136 A JP2008059136 A JP 2008059136A JP 2009214127 A JP2009214127 A JP 2009214127A
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welding
steel
bead width
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Atsushi Ishigami
篤史 石神
Naoya Hayakawa
直哉 早川
Kenji Oi
健次 大井
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JFE Steel Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a submerged arc welding method for a steel material which is suitable to use for pipe-making welding of a large diameter steel pipe such as a UOE steel pipe and a spiral steel pipe. <P>SOLUTION: When welding the inside and the outside of a steel plate by one layer welding, in at least one side of internal welding and external welding, welding conditions are selected so that the relationship between plate thickness and bead width which is measured on the surface layer of the steel plate, satisfies expression (1): 0.40≤W<SB>1</SB>/t≤0.65 and the relationship between the plate thickness and the bead width which is measured in a position at the depth of 0.4t from the surface layer of the steel plate, satisfies expression (2): W<SB>2</SB>/t≤0.34 [wherein t is the plate thickness (mm), W<SB>1</SB>is the bead width (mm) which is measured on the surface layer of the steel plate and W<SB>2</SB>is the bead width (mm) which is measured in the position of 0.4t in the plate thickness direction from the surface layer of the steel plate]. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、鋼材のサブマージアーク溶接方法に関し、UOE鋼管やスパイラル鋼管等大径鋼管の造管溶接に用いて好適なものに関する。   The present invention relates to a submerged arc welding method for steel materials, and more particularly to a method suitable for pipe making welding of large-diameter steel pipes such as UOE steel pipes and spiral steel pipes.

大径鋼管の造管溶接(シーム溶接)には二電極以上のサブマージアーク溶接が適用され、パイプ生産能率向上の観点から内面側を1パス、外面側を1パスで溶接する両面一層盛り溶接とする、高能率な溶接施工がなされている(例えば特許文献1,2)。   Submerged arc welding with two or more electrodes is applied to pipe making welding (seam welding) of large diameter steel pipes. High-efficiency welding is performed (for example, Patent Documents 1 and 2).

両面一層溶接では、内面溶接金属と外面溶接金属が重なり、未溶融部がないように十分な溶け込み深さを確保する必要があるため、1000A以上の大電流を適用して溶接を行うのが一般的であるが、能率と欠陥抑制を重視して、溶接入熱が高くなりすぎ、溶接部特に熱影響部の靭性が劣化する傾向にある。   In double-sided single-layer welding, it is necessary to ensure a sufficient penetration depth so that the inner surface weld metal and the outer surface weld metal overlap and there is no unmelted portion, so welding is generally performed by applying a large current of 1000 A or more. However, emphasizing efficiency and defect suppression, welding heat input becomes too high, and the toughness of the welded portion, particularly the heat affected zone, tends to deteriorate.

溶接部の高靭性化には、溶接入熱を低減するのが有効であるが、通常行われているシーム溶接の入熱に対して大幅に入熱を低減させなければ、その靭性向上効果は明確とならず、大幅に入熱を低減させると溶着量も減少するため開先断面積を溶着量減少分に合わせて減らす必要が生じる。そのため、一層の深溶け込み溶接を行わなければ内外面の溶接金属は重ならず、溶け込み不足が生じる危険性が増大する。   In order to increase the toughness of welds, it is effective to reduce the heat input of welding, but if the heat input is not significantly reduced compared to the heat input of seam welding that is usually performed, the effect of improving the toughness is It is not clear, and if the heat input is greatly reduced, the welding amount also decreases, so the groove cross-sectional area needs to be reduced in accordance with the amount of decrease in the welding amount. For this reason, unless further deep penetration welding is performed, the weld metals on the inner and outer surfaces do not overlap, increasing the risk of insufficient penetration.

従って、溶接部の高靭性化は、投入入熱の大幅な低減と溶け込み深さの増大を両立させなければならず、従来より種々の提案がなされているがその達成は極めて困難である。   Therefore, increasing the toughness of the welded portion requires both a significant reduction in input heat input and an increase in penetration depth, and various proposals have been made so far, but it is extremely difficult to achieve.

例えば、上記特許文献2では電極径に応じて電流密度を高め、溶け込み深さを増大させるサブマージアーク溶接方法が提案されているが、最近の仕様に対しては、電流および電流密度が不十分で入熱の大幅な低減と溶け込み深さの増大の両立は困難である。   For example, Patent Document 2 proposes a submerged arc welding method in which the current density is increased in accordance with the electrode diameter and the penetration depth is increased. However, the current and current density are insufficient for recent specifications. It is difficult to achieve both a significant reduction in heat input and an increase in penetration depth.

特許文献3には高電流で更なる高電流密度でのサブマージアーク溶接方法が提案されており、アークエネルギーをできるだけ板厚方向に投入することにより、必要な溶け込み深さだけを確保し、鋼材幅方向の母材の溶解を抑制することで過剰な溶接入熱を省いて、入熱低減と深溶け込みの両立が図られている。
特開平11−138266号公報 特開平10−109171号公報 特開2006−272377号公報
Patent Document 3 proposes a submerged arc welding method with a high current and a further high current density. By supplying arc energy in the plate thickness direction as much as possible, only the necessary penetration depth is secured, and the steel width By suppressing the melting of the base material in the direction, excessive welding heat input is omitted, and both reduction in heat input and deep penetration are achieved.
JP 11-138266 A JP-A-10-109171 JP 2006-272377 A

しかしながら、特許文献3記載のサブマージアーク溶接方法では、入熱低減と深溶け込みが両立できるものの、鋼板表面でのビード幅が小さくなって、鋼板表面から溶け込み先端までほぼ一様なビード幅になりやすいため、シャルピー試験片を図2の2で示すようなノッチ3方向と板厚方向が平行でかつ外面溶接側の鋼板表面下7mmの位置がシャルピー試験片中央となるよう採取してシャルピー試験を行うと、Fusion Line(以下、FL)が板厚方向に向いていて板厚方向への脆性破壊が進展しやすくなり、低入熱溶接にもかかわらず靭性値が低くなりやすいという問題があった。   However, although the submerged arc welding method described in Patent Document 3 can achieve both heat input reduction and deep penetration, the bead width on the surface of the steel sheet becomes small, and the bead width tends to be substantially uniform from the steel sheet surface to the penetration tip. Therefore, the Charpy test piece is sampled so that the notch 3 direction and the plate thickness direction are parallel as shown in 2 of FIG. 2 and the position 7 mm below the surface of the steel plate on the outer surface welding side is at the center of the Charpy test piece to perform the Charpy test. Then, Fusion Line (hereinafter referred to as FL) is oriented in the plate thickness direction, and brittle fracture in the plate thickness direction is likely to progress, and there is a problem that the toughness value tends to be low despite low heat input welding.

更に、このようなビード形状ではスラグの巻き込みによる溶接欠陥が起こりやすいという問題もあった。   Furthermore, with such a bead shape, there is a problem that welding defects are likely to occur due to slag entrainment.

本発明は、溶接入熱低減による溶接熱影響部靭性向上の効果を十分に得ながら、溶接欠陥のない溶接継手が得られる鋼材のサブマージアーク溶接方法を提供することを目的とする。   An object of this invention is to provide the submerged arc welding method of the steel materials from which the welded joint without a weld defect is obtained, fully obtaining the effect of the welding heat-affected zone toughness improvement by welding heat input reduction.

本発明者らは、鋼材のサブマージアーク溶接継手を対象として、ビード形状と溶接熱影響部靭性の関係について検討し、鋼板表層で計測したビード幅、更には溶込み先端近傍でのビード幅と鋼板の板厚との比を適正な範囲に制御することにより、スラグ巻き込みを抑制しつつ、優れたシャルピー衝撃試験結果(切欠き位置:FL)が得られることを見出した。本発明は、上述の知見に基づくものであり、その要旨は以下の通りである。
1.内外面一層溶接を行う鋼板のサブマージアーク溶接方法であって、前記内面溶接と前記外面溶接の少なくとも一方において、鋼板表層で計測したビード幅が(1)式を満たすとともに、鋼板表層から0.4tの深さの位置で測定したビード幅が(2)式を満たすことを特徴とする鋼板のサブマージアーク溶接方法。
0.40≦W/t≦0.80 (1)
但し、t:板厚(mm)、W:鋼板表層において計測したビード幅(mm)
/t≦0.34 (2)
但し、t:板厚(mm)、W:鋼板表層から板厚方向に0.4tの位置で測定したビード幅(mm)
2.1に記載された溶接方法で作製された溶接継手。
The present inventors examined the relationship between the bead shape and the weld heat affected zone toughness for the steel submerged arc welded joint, and measured the bead width measured on the surface layer of the steel sheet, and the bead width near the penetration tip and the steel sheet. It was found that an excellent Charpy impact test result (notch position: FL) can be obtained while suppressing the slag entrainment by controlling the ratio of the thickness to the appropriate range. The present invention is based on the above-mentioned knowledge, and the gist thereof is as follows.
1. A submerged arc welding method for steel sheets in which inner and outer surface single layer welding is performed, wherein at least one of the inner surface welding and the outer surface welding, the bead width measured at the steel sheet surface layer satisfies the formula (1) and 0.4 t from the steel sheet surface layer. A submerged arc welding method for a steel sheet, characterized in that the bead width measured at the depth position satisfies the formula (2).
0.40 ≦ W 1 /t≦0.80 (1)
However, t: board thickness (mm), W 1 : bead width (mm) measured in the steel sheet surface layer
W 2 /t≦0.34 (2)
However, t: plate thickness (mm), W 2 : bead width (mm) measured at a position of 0.4 t in the plate thickness direction from the steel plate surface layer.
A welded joint produced by the welding method described in 2.1.

本発明によれば、溶接入熱低減による溶接熱影響部靭性向上の効果を十分に得ながら、溶接欠陥のない溶接ビードが得られ、且つ溶接熱影響部(切欠位置:FL)での靭性に優れる溶接継手が得られ産業上極めて有用である。   According to the present invention, it is possible to obtain a weld bead having no weld defect while sufficiently obtaining the effect of improving the weld heat-affected zone toughness by reducing the welding heat input, and toughness at the weld heat-affected zone (notch position: FL). An excellent welded joint is obtained, which is extremely useful in industry.

本発明に係る鋼材のサブマージアーク溶接法では、鋼板を内外面1層溶接で溶接する際、内面溶接と外面溶接の少なくとも一方において、板厚と鋼板表層で計測したビード幅との関係が以下の(1)式を満たすように溶接条件を選定する。
0.40≦W/t≦0.80 (1)
但し、t:板厚(mm)、W:鋼板表層において計測したビード幅(mm)、
板厚tと鋼板表層で計測したビード幅Wとの関係が0.40≦W/t≦0.80を満足する場合、スラグの巻き込みが抑制され健全な溶接部が得られる。鋼板表層で計測したビード幅Wとは、表層である外表面におけるビード幅を指す。
In the steel submerged arc welding method according to the present invention, when the steel plate is welded by one-layer inner / outer surface welding, the relationship between the plate thickness and the bead width measured on the surface of the steel plate in at least one of inner surface welding and outer surface welding is as follows. The welding conditions are selected so as to satisfy the formula (1).
0.40 ≦ W 1 /t≦0.80 (1)
Where t: plate thickness (mm), W 1 : bead width (mm) measured on the steel sheet surface layer,
When the relationship between the plate thickness t and the bead width W 1 measured on the surface layer of the steel plate satisfies 0.40 ≦ W 1 /t≦0.80, slag entrainment is suppressed and a sound weld is obtained. The bead width W 1 measured on the steel sheet surface layer refers to the bead width on the outer surface that is the surface layer.

/t>0.80となる溶接ビードにおいては、母材に与えられる熱量が必然的に大きくなり溶接熱影響部の靭性が劣化する。 In a weld bead where W 1 /t>0.80, the amount of heat given to the base material is inevitably increased, and the toughness of the weld heat affected zone deteriorates.

一方、0.40>W/tとなる溶接ビードにおいては、鋼板表面から溶け込み先端までほぼ一様なビード幅でFLが板厚方向に向いてくるため、板厚方向への脆性破壊が進展しやすくなり靭性値が低くなる。また、スラグの巻き込みによる溶接欠陥も起こりやすい。 On the other hand, in a weld bead satisfying 0.40> W 1 / t, brittle fracture progresses in the plate thickness direction because FL is oriented in the plate thickness direction with a substantially uniform bead width from the steel plate surface to the penetration tip. It becomes easy to do and a toughness value becomes low. Also, welding defects due to slag entrainment are likely to occur.

そこで、(1)式の規定に加えて、更に、(2)式を満たすように溶接条件を選定して、鋼板の板厚方向でFLを板厚方向に対して傾斜させる。
/t≦0.34 (2)
(2)式によれば、鋼板表層から0.4tの深さの位置で測定したビード幅Wを、W/tが0.34以下に規定するので、鋼板表面のビード幅に対して、板厚中央部でのビード幅が狭くなる。
Therefore, in addition to the definition of the expression (1), the welding conditions are further selected so as to satisfy the expression (2), and the FL is inclined with respect to the sheet thickness direction in the sheet thickness direction of the steel sheet.
W 2 /t≦0.34 (2)
According to the formula (2), the bead width W 2 measured at a position of a depth of 0.4 t from the steel sheet surface layer is defined as W 2 / t being 0.34 or less. The bead width at the center of the plate thickness becomes narrow.

本発明は内面溶接と外面溶接のいずれに対しても適用可能であり、好ましくは内面溶接と外面溶接の両方に適用するのが良い。尚、本発明の規定を満足するビード幅が得られる溶接条件は、試験材を用いて予め求めておく。   The present invention can be applied to both inner surface welding and outer surface welding, and is preferably applied to both inner surface welding and outer surface welding. The welding conditions for obtaining a bead width that satisfies the provisions of the present invention are determined in advance using a test material.

表1に示す板厚、組成を有するAPI規格X70級鋼板に、図1に示す開先形状で、表2に示す開先寸法の開先加工を施した。   The API standard X70 grade steel plate having the thickness and composition shown in Table 1 was subjected to groove processing with the groove dimensions shown in Table 2 in the groove shape shown in FIG.

内面側は表3に示す条件で、外面側は表4に示す種々の溶接条件で内外面1層溶接の4電極サブマージアーク溶接を施して複数の突合せ溶接継手を作製した。   A plurality of butt-welded joints were manufactured by performing four-electrode submerged arc welding of inner and outer surface one-layer welding under the various welding conditions shown in Table 4 on the inner surface side and various welding conditions shown in Table 4 on the outer surface side.

得られた溶接継手について、JIS Z 2242の金属材料衝撃試験方法に準拠してシャルピー衝撃試験を行い、溶接部の靭性を評価した。   About the obtained welded joint, the Charpy impact test was done based on the metal material impact test method of JISZ2242, and the toughness of the welded part was evaluated.

シャルピー衝撃試験片(JIS Z 3111に規定する4号試験片)は、図2の2で示すように、ノッチ3方向と板厚方向が平行でかつ外面溶接側の鋼板表面下7mmの位置がシャルピー試験片中央となるよう採取し、試験は、−30℃で3本実施し、シャルピー吸収エネルギーの平均値を求めた。尚、切欠き位置:FLは、ノッチ底における溶接金属と母材(溶接熱影響部)の比率が50%−50%になる位置とした。   The Charpy impact test piece (No. 4 test piece specified in JIS Z 3111) has a notch 3 direction parallel to the plate thickness direction and a position 7 mm below the steel plate surface on the outer surface welding side as shown in 2 of FIG. The sample was collected so as to be in the center of the test piece, and three tests were performed at −30 ° C. to determine the average value of Charpy absorbed energy. The notch position: FL was a position where the ratio of the weld metal to the base material (welding heat affected zone) at the notch bottom was 50% -50%.

表5に外面側溶接部の形状、シャルピー衝撃試験結果及び溶接欠陥の有無を示す。条件No.1〜5は本発明例であり、健全なビードを得ながら溶接熱影響部において優れた靭性を得ることが出来た。   Table 5 shows the shape of the outer surface side weld, the Charpy impact test result, and the presence or absence of welding defects. Condition No. 1 to 5 are examples of the present invention, and excellent toughness could be obtained in the weld heat affected zone while obtaining a sound bead.

一方、条件No.6はW/t<0.40となり、請求項1の(1)式を満たさず、溶け込み不足が発生した。条件No.7は溶接欠陥は無かったものの、W/t>0.34となり請求項2の(2)式を満たさず、衝撃値が低かった。条件No.8はW/t>0.34となり請求項2の(2)式を満たさず、スラグ巻き込みが発生し衝撃値も低かった。条件No.9はW/t>0.80となり請求項1の(1)式を満たさず、衝撃値が低かった。 On the other hand, Condition No. No. 6 was W 1 /t<0.40, and did not satisfy the formula (1) of claim 1, resulting in insufficient penetration. Condition No. Although No. 7 had no welding defects, W 2 /t>0.34, which did not satisfy the formula (2) of claim 2 and the impact value was low. Condition No. No. 8 was W 2 /t>0.34 and did not satisfy the formula (2) of claim 2, and slag entrainment occurred and the impact value was low. Condition No. No. 9 was W 1 /t>0.80 and did not satisfy the formula (1) of claim 1 and the impact value was low.

Figure 2009214127
Figure 2009214127

Figure 2009214127
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Figure 2009214127
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Figure 2009214127
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Figure 2009214127
Figure 2009214127

実施例の開先形状を説明する図。The figure explaining the groove shape of an Example. 実施例のシャルピー衝撃試験片採取位置を説明する図。The figure explaining the Charpy impact test piece collection position of an Example.

Claims (2)

内外面一層溶接を行う鋼板のサブマージアーク溶接方法であって、前記内面溶接と前記外面溶接の少なくとも一方において、鋼板表層で計測したビード幅が(1)式を満たすとともに、鋼板表層から0.4tの深さの位置で測定したビード幅が(2)式を満たすことを特徴とする鋼板のサブマージアーク溶接方法。
0.40≦W/t≦0.80 (1)
但し、t:板厚(mm)、W:鋼板表層において計測したビード幅(mm)
/t≦0.34 (2)
但し、t:板厚(mm)、W:鋼板表層から板厚方向に0.4tの位置で測定したビード幅(mm)
A submerged arc welding method for steel sheets in which inner and outer surface single layer welding is performed, wherein at least one of the inner surface welding and the outer surface welding, the bead width measured at the steel sheet surface layer satisfies the formula (1) and 0.4 t from the steel sheet surface layer. A submerged arc welding method for a steel sheet, characterized in that the bead width measured at the depth position satisfies the formula (2).
0.40 ≦ W 1 /t≦0.80 (1)
However, t: board thickness (mm), W 1 : bead width (mm) measured in the steel sheet surface layer
W 2 /t≦0.34 (2)
However, t: plate thickness (mm), W 2 : bead width (mm) measured at a position of 0.4 t in the plate thickness direction from the steel plate surface layer.
請求項1に記載された溶接方法で作製された溶接継手。   A welded joint produced by the welding method according to claim 1.
JP2008059136A 2008-03-10 2008-03-10 Submerged arc welding method for steel material Pending JP2009214127A (en)

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Publication number Priority date Publication date Assignee Title
WO2013051249A1 (en) 2011-10-03 2013-04-11 Jfeスチール株式会社 Welded steel pipe with excellent welding heat-affected zone toughness, and process for producing same
JP2014155948A (en) * 2013-02-15 2014-08-28 Nippon Steel & Sumitomo Metal Welded steel pipe for line pipe with excellent low-temperature toughness, and method of manufacturing the same
CN103801809A (en) * 2013-12-05 2014-05-21 合肥紫金钢管有限公司 Large-diameter thick-wall multi-thread longitudinal submerged arc welding pipe made of No.35 steel and manufacturing technology thereof
JP2015150602A (en) * 2014-02-17 2015-08-24 新日鐵住金株式会社 Submerged arc welding part excellent in low temperature toughness
CN104858536A (en) * 2015-06-05 2015-08-26 江苏德创制管有限公司 Method for producing large-diameter thick-wall longitudinal submerged arc welded pipe
CN109530855A (en) * 2018-12-24 2019-03-29 合肥紫金钢管股份有限公司 The big mouth longitudinal submerged arc welded pipe welding technique of offshore wind farm
CN109530855B (en) * 2018-12-24 2021-09-10 合肥紫金钢管股份有限公司 Welding method of large-opening longitudinal submerged arc welded steel pipe for offshore wind power
CN113074642A (en) * 2021-03-26 2021-07-06 中国石油天然气集团有限公司 Method, system and equipment for detecting forming quality of pre-bent longitudinal submerged arc welded pipe

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