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JP5742090B2 - Submerged arc welding method for steel with excellent toughness of weld heat affected zone - Google Patents

Submerged arc welding method for steel with excellent toughness of weld heat affected zone Download PDF

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JP5742090B2
JP5742090B2 JP2009127170A JP2009127170A JP5742090B2 JP 5742090 B2 JP5742090 B2 JP 5742090B2 JP 2009127170 A JP2009127170 A JP 2009127170A JP 2009127170 A JP2009127170 A JP 2009127170A JP 5742090 B2 JP5742090 B2 JP 5742090B2
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welding
weld metal
sectional area
steel
affected zone
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JP2010274275A (en
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篤史 石神
篤史 石神
早川 直哉
直哉 早川
大井 健次
健次 大井
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JFE Steel Corp
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Priority to CN200980159476.7A priority patent/CN102448655B/en
Priority to RU2011153228/02A priority patent/RU2493943C2/en
Priority to US13/321,970 priority patent/US8955554B2/en
Priority to EP09845247.7A priority patent/EP2436472B1/en
Priority to PCT/JP2009/065883 priority patent/WO2010137186A1/en
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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 of two or more electrodes is applied to pipe making welding (seam welding) of large diameter steel pipes, and double-sided single-layer welding in which the inner surface side is welded with one pass and the outer surface side is welded with one pass from the viewpoint of improving pipe production efficiency. 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、溶接能率と欠陥の抑制を重視して、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 secure 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, emphasis is placed on the welding efficiency and the suppression of defects, the 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、さらなる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。   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 heat input reduction and deep penetration are achieved.

特開平11−138266号公報JP 11-138266 A 特開平10−109171号公報JP-A-10-109171 特開2006−272377号公報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く、即ち、Fusion Line(以下、FL)が板厚方向に向くため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, in the submerged arc welding method described in Patent Document 3, although both heat input reduction and deep penetration can be achieved, the bead width on the steel sheet surface is small and tends to be a substantially uniform bead width from the steel sheet surface to the penetration tip. That is, since Fusion Line (hereinafter referred to as FL) is oriented in the plate thickness direction, brittle fracture in the plate thickness direction is likely to progress, and there is a problem that the toughness value tends to be lowered despite low heat input welding.

本発明は、鋼材を内外面からサブマージアーク溶接するに際し、低入熱で十分な溶け込みを得ながら内外面両方の溶接熱影響部で優れた靭性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。   The present invention provides a submerged arc welding method for a steel material that provides excellent toughness in the weld heat affected zone on both the inner and outer surfaces while obtaining sufficient penetration with low heat input when submerged arc welding of the steel material from the inner and outer surfaces. With the goal.

本発明者らは、サブマージアーク溶接で種々の溶接条件を用いて鋼材の内外面溶接継手を作製し、溶接金属断面形状、溶接金属断面積および溶接熱影響部の靭性について調査した。   The present inventors fabricated inner and outer surface welded joints of steel using various welding conditions in submerged arc welding, and investigated the weld metal cross-sectional shape, the weld metal cross-sectional area, and the toughness of the weld heat affected zone.

その結果、板厚に応じて内外面の溶接金属断面積を適正に制御することで、十分な溶け込みを得ながら鋼板表面でのビード幅を広げ、内外面両方の溶接熱影響部(切欠位置FL)で優れた靭性が得られることを見出した。本発明は、得られた知見を基に更に検討を加えてなされたもので、その要旨は以下の通りである。
1.開先を設けた鋼材をサブマージアーク溶接で内外面一層溶接する際、内面溶接金属断面積Sと外面溶接金属断面積Sとの和が(1)式を満足し、且つ内面溶接金属断面積Sは(2)式、外面溶接金属断面積Sは(3)式を満足することを特徴とする溶接熱影響部の靭性に優れた、鋼材のサブマージアーク溶接方法。
0.40≦(S+S)/t≦0.80 (1)
/t≦0.35 (2)
/t≦0.45 (3)
但し、t:鋼材の板厚(mm)、S溶接方向に垂直な溶接部断面マクロにおける内面溶接金属断面積(mm)で、外面溶接後に外面溶接金属と重なる部分を除く、S溶接方向に垂直な溶接部断面マクロにおける外面溶接金属断面積(mm
2.1に記載された溶接方法で作製された溶接継手。
As a result, by properly controlling the weld metal cross-sectional area of the inner and outer surfaces according to the plate thickness, the bead width on the steel plate surface is expanded while obtaining sufficient penetration, and the weld heat affected zone (notch position FL) on both the inner and outer surfaces. ) Found that excellent toughness can be obtained. The present invention has been made by further study based on the obtained knowledge, and the gist thereof is as follows.
1. When the inner and outer surfaces further welding steel having a groove in submerged arc welding, satisfies the sum of the inner surface weld metal cross sectional area S 1 and the outer surface weld metal cross sectional area S 2 is (1), and the inner surface weld metal cross area S 1 is (2), the outer surface weld metal cross sectional area S 2 is excellent in toughness of the heat affected zone characterized by satisfying the expression (3), submerged arc welding method of the steel.
0.40 ≦ (S 1 + S 2 ) / t 2 ≦ 0.80 (1)
S 1 / t 2 ≦ 0.35 (2)
S 2 / t 2 ≦ 0.45 (3)
Where t: steel plate thickness (mm), S 1 : inner weld metal cross-sectional area (mm 2 ) in a weld cross-section macro perpendicular to the welding direction, excluding a portion that overlaps with the outer weld metal after outer welding, S 2 : Cross section area of outer surface weld metal (mm 2 ) in the weld section cross-section macro perpendicular to the welding direction
A welded joint produced by the welding method described in 2.1.

本発明によれば、鋼材の板厚に応じて、十分な溶け込みを得ながら内外面両方の溶接熱影響部で優れた靭性を有す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, a welded joint having excellent toughness in the weld heat affected zone on both the inner and outer surfaces can be obtained while obtaining sufficient penetration according to the plate thickness of the steel material, which is extremely useful industrially.

開先形状を説明する図。The figure explaining groove shape. シャルピー衝撃試験片の採取位置を説明する図。The figure explaining the sampling position of a Charpy impact test piece.

本発明に係る鋼材のサブマージアーク溶接法では、鋼材の内面側と外面側を溶接する際、溶け込み不足が生じないように内面溶接金属断面積(S)と外面溶接金属断面積(S)との和が(1)式を満足するように溶接条件を選定する。
0.40≦(S+S)/t≦0.80 (1)
但し、t:鋼材の板厚(mm)、S:溶接方向に垂直な溶接部断面マクロにおける内面溶接金属断面積(mm)で、外面溶接後に外面溶接金属と重なる部分を除く、S:溶接方向に垂直な溶接部断面マクロにおける外面溶接金属断面積(mm)。
In the steel submerged arc welding method according to the present invention, when welding the inner surface side and the outer surface side of the steel material, the inner surface weld metal cross-sectional area (S 1 ) and the outer surface weld metal cross-sectional area (S 2 ) so as not to cause insufficient penetration. Welding conditions are selected so that the sum of and satisfies equation (1).
0.40 ≦ (S 1 + S 2 ) / t 2 ≦ 0.80 (1)
Where t: steel plate thickness (mm), S 1 : inner weld metal cross-sectional area (mm 2 ) in a weld cross-section macro perpendicular to the welding direction, excluding a portion that overlaps with the outer weld metal after outer welding, S 2 : Cross section area of the outer surface weld metal (mm 2 ) in the weld cross section macro perpendicular to the welding direction.

内面溶接金属断面積(S)と外面溶接金属断面積(S)との和が0.40×tを下回ると、内面溶接および/または外面溶接の溶込み深さが足りずに内面溶接金属と外面溶接金属とが重ならなくなり、健全な溶接ビードが得られなくなる。好適な範囲は0.40〜0.60の範囲である。 If the sum of the inner surface weld metal cross-sectional area (S 1 ) and the outer surface weld metal cross-sectional area (S 2 ) is less than 0.40 × t 2 , the inner surface and / or the outer surface welding may not have sufficient penetration depth. The weld metal and the outer surface weld metal do not overlap, and a sound weld bead cannot be obtained. The preferred range is from 0.40 to 0.60.

更に、溶接入熱が過大にならないように、内面溶接金属断面積(S)と外面溶接金属断面積(S)が、(2)式および(3)式を満足するように溶接条件を選定する。
/t≦0.35 (2)
/t≦0.45 (3)
内面溶接金属断面積(S)が0.35×tを超えると、内面溶接において溶接入熱が過大となり、溶接熱影響部の靭性の劣化が問題となる。好適な範囲は0.20〜0.30の範囲である。なお、(2)式、(3)式より内面溶接金属断面積(S)と外面溶接金属断面積(S)との和は0.80×t以下となる。
Further, in order to prevent excessive welding heat input, the welding conditions are set so that the inner surface weld metal cross-sectional area (S 1 ) and the outer surface weld metal cross-sectional area (S 2 ) satisfy the expressions (2) and (3). Select.
S 1 / t 2 ≦ 0.35 (2)
S 2 / t 2 ≦ 0.45 (3)
If the inner surface weld metal cross-sectional area (S 1 ) exceeds 0.35 × t 2 , the welding heat input becomes excessive in the inner surface welding, and deterioration of the toughness of the weld heat affected zone becomes a problem. The preferred range is from 0.20 to 0.30. Note that the sum of the inner surface weld metal cross-sectional area (S 1 ) and the outer surface weld metal cross-sectional area (S 2 ) is 0.80 × t 2 or less from the equations (2) and (3).

同様に、外面溶接金属断面積(S)が0.45×tを超えると、外面溶接において溶接入熱が過大となり、溶接熱影響部の靭性の劣化が問題となる。好適な範囲は0.25〜0.40の範囲である。 Similarly, if the outer surface weld metal cross-sectional area (S 2 ) exceeds 0.45 × t 2 , the welding heat input becomes excessive in the outer surface welding, and the deterioration of the toughness of the weld heat affected zone becomes a problem. The preferred range is from 0.25 to 0.40.

本発明を実施する際は、予め、本溶接と同じ板厚の試験材に種々の条件で溶接を行って、入熱と溶接金属断面積との関係を求めておき、S、Sが(1)式、(2)式、(3)式を満足する溶接条件を選定する。なお、内面溶接金属と外面溶接金属が重なるように、先行極に高電流密度の溶接条件を適用することが望ましい。 When carrying out the present invention, a test material having the same thickness as that of the main welding is welded under various conditions in advance, and the relationship between the heat input and the weld metal cross-sectional area is obtained, and S 1 and S 2 are Welding conditions that satisfy Equations (1), (2), and (3) are selected. It is desirable to apply high current density welding conditions to the leading electrode so that the inner surface weld metal and the outer surface weld metal overlap.

また、本発明は、上述した溶接方法で作製された溶接継手である。   Moreover, this invention is the welded joint produced with the welding method mentioned above.

表1に示す化学成分を有する板厚28、33、38.1mmの鋼板に図1に示す開先形状の開先加工を施した後、表3に示す溶接条件で内外面1層溶接の多電極サブマージアーク溶接を施して溶接継手を作製した。表2に開先寸法を示す。   1 is applied to a steel sheet having a thickness of 28, 33, and 38.1 mm having chemical components shown in Table 1, and then the inner and outer surface one-layer welding is performed under the welding conditions shown in Table 3. Electrode submerged arc welding was performed to produce a welded joint. Table 2 shows the groove dimensions.

作製した継手からシャルピー衝撃試験片(JISZ3111に規定する4号試験片)を採取し、JISZ2242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(切欠き位置:FL,試験温度:−30℃)を行い、吸収エネルギー(3本の平均値)を求めた。   A Charpy impact test piece (No. 4 test piece specified in JISZ3111) is taken from the manufactured joint, and a Charpy impact test (notch position: FL, test temperature: −30 ° C.) according to the metal material impact test method of JISZ2242. And the absorbed energy (average value of three) was determined.

図2にシャルピー衝撃試験片2の採取位置を示す。溶接部4のFL5を切欠き位置として、ノッチ3が板厚方向と平行でかつ内面溶接および外面溶接のそれぞれについて、鋼板1の表面下7mmの位置がシャルピー衝撃試験片2の中心となるように採取した。表4にシャルピー衝撃試験の結果(上段:内面側、下段:外面側)および溶接金属断面形状の観察結果を示す。   FIG. 2 shows the sampling position of the Charpy impact test piece 2. With FL5 of the welded portion 4 as a notch position, the notch 3 is parallel to the plate thickness direction, and the position of 7 mm below the surface of the steel plate 1 is the center of the Charpy impact test piece 2 for each of inner surface welding and outer surface welding. Collected. Table 4 shows the results of the Charpy impact test (upper: inner surface side, lower: outer surface side) and the observation results of the weld metal cross-sectional shape.

本発明例(条件No.1〜5)は、内外面一層溶接の溶接金属断面積を制御したので、充分な溶込み深さの健全な溶接ビードとなり、溶接熱影響部において優れた靭性を得ることが出来た。   In the present invention example (Condition Nos. 1 to 5), the weld metal cross-sectional area of inner and outer surface single-layer welding was controlled, so that a sound weld bead with sufficient penetration depth was obtained, and excellent toughness was obtained in the weld heat affected zone. I was able to do it.

一方、比較例(条件No.8、9)は内外面一層溶接の溶接金属断面積の和が小さく(1)式を満足せず、溶込み不足が生じた。   On the other hand, in the comparative examples (Condition Nos. 8 and 9), the sum of the weld metal cross-sectional areas of the inner and outer surface single-layer welding was small and the expression (1) was not satisfied, resulting in insufficient penetration.

比較例(条件No.6)は内面溶接金属断面積が(2)式を満足せず、内面溶接熱影響部の靭性が劣化した。比較例(条件No.7)は外面溶接金属断面積が(3)式を満足せず、外面溶接熱影響部の靭性が劣化した。   In the comparative example (condition No. 6), the inner-surface weld metal cross-sectional area did not satisfy the formula (2), and the toughness of the inner-surface weld heat-affected zone deteriorated. In the comparative example (Condition No. 7), the outer surface weld metal cross-sectional area did not satisfy the formula (3), and the toughness of the outer surface weld heat affected zone was deteriorated.

Figure 0005742090
Figure 0005742090

Figure 0005742090
Figure 0005742090

Figure 0005742090
Figure 0005742090

Figure 0005742090
Figure 0005742090

1 鋼板
2 シャルピー衝撃試験片
3 ノッチ
4 溶接部
5 FL
1 Steel plate 2 Charpy impact test piece 3 Notch 4 Welded part 5 FL

Claims (2)

X形開先を設けた鋼材を二電極以上のサブマージアーク溶接で内外面一層溶接する際、
内面溶接金属断面積Sと外面溶接金属断面積Sとの和が(1)式を満足し、且つ内面溶接金属断面積Sは(2)式、外面溶接金属断面積Sは(3)式を満足し、
第一電極の電流密度が265A/mm 以上であり、
入熱量が9.9(kJ/mm)以下であり、
内面溶接熱影響部のシャルピー衝撃値vE−30が143(J)以上であり、外面溶接熱影響部のシャルピー衝撃値vE−30が97(J)以上であることを特徴とする溶接熱影響部の靭性に優れた、鋼材のサブマージアーク溶接方法。
0.42≦(S+S)/t0.77 (1)
/t0.33 (2)
/t0.44 (3)
但し、t:鋼材の板厚(mm)、S:溶接方向に垂直な溶接部断面マクロにおける内面溶接金属断面積(mm)で、外面溶接後に外面溶接金属と重なる部分を除く、S:溶接方向に垂直な溶接部断面マクロにおける外面溶接金属断面積(mm
When the inner and outer surfaces further welded steel provided with X-shaped groove in the submerged arc welding of two or more electrodes,
The sum of the inner surface weld metal cross sectional area S 1 and the outer surface weld metal cross sectional area S 2 satisfies the expression (1), and the inner surface weld metal cross sectional area S 1 is (2), the outer surface weld metal cross sectional area S 2 ( 3) satisfies the equation,
The current density of the first electrode is 265 A / mm 2 or more,
The heat input is 9.9 (kJ / mm) or less,
The welding heat affected zone, wherein the Charpy impact value vE-30 of the inner surface welding heat affected zone is 143 (J) or more, and the Charpy impact value vE-30 of the outer surface welding heat affected zone is 97 (J) or more. Submerged arc welding method for steel with excellent toughness.
0.42 ≦ (S 1 + S 2 ) / t 20.77 (1)
S 1 / t 20.33 (2)
S 2 / t 20.44 (3)
Where t: steel plate thickness (mm), S 1 : inner weld metal cross-sectional area (mm 2 ) in a weld cross-section macro perpendicular to the welding direction, excluding a portion that overlaps with the outer weld metal after outer welding, S 2 : Cross section area of outer surface weld metal (mm 2 ) in the weld section cross-section macro perpendicular to the welding direction
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.
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CN200980159476.7A CN102448655B (en) 2009-05-27 2009-09-04 The submerged arc welding method of steel plate
RU2011153228/02A RU2493943C2 (en) 2009-05-27 2009-09-04 Method of hidden arc welding of steel strip
US13/321,970 US8955554B2 (en) 2009-05-27 2009-09-04 Submerged arc welding method for steel plate
EP09845247.7A EP2436472B1 (en) 2009-05-27 2009-09-04 Submerged arc welding method for steel plate
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