JP4751027B2 - High strength welded steel pipe with excellent weld brittle cracking characteristics - Google Patents
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本発明は、天然ガス・原油輸送用ラインパイプ等に用いられる引張強度が850MPaを超える内外面から溶接を行う高強度鋼管において、溶接部で発生する脆化割れのない溶接鋼管に関する。 The present invention relates to a welded steel pipe that is free from embrittlement cracks that occur in a welded portion in a high-strength steel pipe that is welded from the inner and outer surfaces whose tensile strength exceeds 850 MPa used for a natural gas / crude oil transportation line pipe or the like.
近年、天然ガスを輸送する長距離パイプラインにおいて輸送の効率化、付帯設備のコスト削減の観点から引張強度が850MPaを超えるような超高強度な大径ラインパイプの敷設が検討され始めてきた。このようなラインパイプは通常、UOE方式やベンディングロール方式により造管され、つなぎ目となるシーム溶接部はサブマージアーク溶接により、内面溶接、外面溶接の順で行われる。しかしながら、外面溶接後の非破壊検査で溶接部に鋼管軸方向に直角方向での割れ、いわゆる横割れが散見される場合がある。 In recent years, laying of ultra-high-strength large-diameter line pipes having a tensile strength exceeding 850 MPa has been studied from the viewpoint of improving transportation efficiency and cost reduction of incidental facilities in long-distance pipelines for transporting natural gas. Such a line pipe is usually formed by the UOE method or the bending roll method, and the seam welded portion that becomes a joint is performed by submerged arc welding in the order of inner surface welding and outer surface welding. However, in the nondestructive inspection after the outer surface welding, cracks in the direction perpendicular to the steel pipe axis direction, so-called transverse cracks, are sometimes found in the weld.
このような割れが残存した鋼管は凍土地帯で軸方向に管体の降伏強度を超えるような引張応力により破壊する危険性や、割れが貫通している場合や繰り返しの応力負荷により割れが進展した場合など輸送流体が漏洩し、大事故につながる危険性がある。このため製造時の割れ発生を未然に防ぐか、発生した割れは非破壊検査により確実に除去されなければならない。 Steel pipes where such cracks remain can be destroyed by tensile stress that exceeds the yield strength of the pipe body in the axial direction in the frozen land zone, and cracks have progressed due to penetration or repeated stress loading. In some cases, the transport fluid may leak, leading to a major accident. For this reason, the generation of cracks during production must be prevented or the generated cracks must be reliably removed by nondestructive inspection.
高強度材の脆化割れは水素によるものが一般的であり、強度低下に伴い、脆化割れは起きにくくなる。しかしながら、シーム溶接部の強度を低下させると脆化割れは起きにくくなるものの、内圧負荷時に選択的にシーム溶接部からの変形が促進され、溶接部からの破断に至る場合も想定される。したがって、溶接部強度を母材強度以上に保ちながら脆化割れを防止する方法が必要となった。 Brittle cracks in high strength materials are generally caused by hydrogen, and the brittle cracks are less likely to occur as the strength decreases. However, if the strength of the seam welded portion is reduced, embrittlement cracks are less likely to occur, but it is also assumed that deformation from the seam welded portion is selectively promoted during internal pressure loading, leading to fracture from the welded portion. Therefore, a method for preventing embrittlement cracks while keeping the weld strength higher than the base metal strength is required.
水素脆化割れは水素濃度、負荷応力、材料特性、特に強度に依存するため、これらの複合的効果を割れ限界発生値以下に制御する必要がある。水素濃度を低下させる方法として溶接後、100℃以上、好ましくは200℃以上に加温し、適切な時間だけ保持することで限界水素量以下まで水素を拡散させることがあげられる。 Since hydrogen embrittlement cracks depend on the hydrogen concentration, load stress, material properties, and particularly strength, it is necessary to control these combined effects below the crack limit occurrence value. As a method for reducing the hydrogen concentration, after welding, it is heated to 100 ° C. or higher, preferably 200 ° C. or higher, and held for an appropriate time to diffuse hydrogen to below the critical hydrogen amount.
このような観点からUOE鋼管のシーム溶接部強度、母材強度、溶接条件を複合的に抑えることで高強度材のシーム溶接部の水素割れを防止する技術として特許文献1がある。この発明では溶接部の横割れが先行するシーム溶接部で頻発することについては述べているものの、本発明が意図する溶接残留応力を低減する手法については開示されていない。
From this point of view,
同じく高強度材UOE鋼管の割れを防止する技術として特許文献2がある。この発明では溶接後、鋼管全体を焼入れ、焼戻しすることで靭性、及び凝固割れを防止する方法について述べられているが、熱処理を伴うため膨大なコスト上昇を招くという問題がある。
Similarly,
その他に水素割れ誘起要因の応力を緩和させる方法として、溶接後700℃程度まで加熱するいわゆる応力除去焼純や、ハンマーピーニングによる殴打などで溶接部に塑性変形を与えることで残留応力を低下させる方法もあるが、これらの方法は溶接後、直ちに行う必要があり、製造工程、製造コストを考慮すると必ずしもシーム溶接部へは適切な方法ではない。 Other methods of reducing the stress caused by hydrogen cracking include a method of reducing the residual stress by applying plastic deformation to the welded portion by so-called stress-relieving tempering that is heated to about 700 ° C. after welding and hammering. However, these methods need to be performed immediately after welding, and are not necessarily appropriate methods for seam welds in consideration of the manufacturing process and manufacturing cost.
また、溶接材料の改良点として、VNなどの水素トラップサイトを作ることで割れに有害な拡散性水素を低減させる方法や、低温変態溶材により常温での残留応力を低下させる方法がある。トラップサイトは高強度材では必ずしも有用な方法でなく、また、低温変態溶材は著しいコスト上昇を招く。 Further, as an improvement of the welding material, there are a method of reducing diffusible hydrogen harmful to cracking by creating a hydrogen trap site such as VN, and a method of reducing residual stress at normal temperature by a low temperature transformation melt. Trap sites are not always a useful method for high-strength materials, and low-temperature transformation melts cause a significant cost increase.
本発明は内外面からシーム溶接を行う高強度溶接鋼管で生じる溶接部の水素起因の横割れを防止するためのものである。溶接部の水素割れを防止する技術として、水素を拡散させるための熱処理、残留応力を低減させるための熱処理、残留応力を低減させるための塑性変形付与、水素のトラップサイト付与、残留応力制御のための溶接金属の成分設計などがあるが、いずれも従来の造管工程に熱処理設備などの新工程を付与したり、あるいは合金成分増加によるコスト上昇を招く。本発明は高強度鋼管の溶接条件を最適化することで水素誘起割れを防止できる技術にかかわる。 The present invention is intended to prevent hydrogen-induced lateral cracking in a welded portion that occurs in a high-strength welded steel pipe that performs seam welding from the inner and outer surfaces. Technology for preventing hydrogen cracking in welds: heat treatment for diffusing hydrogen, heat treatment for reducing residual stress, imparting plastic deformation to reduce residual stress, imparting hydrogen trap sites, and controlling residual stress However, all of them involve adding a new process such as heat treatment equipment to the conventional pipe making process or increasing the cost due to an increase in alloy components. The present invention relates to a technique capable of preventing hydrogen-induced cracking by optimizing the welding conditions of a high-strength steel pipe.
本発明は上記課題を解決するためになされたもので、引張強度が850MPa以上1100MPa以下であり、サブマージアーク溶接によるシーム溶接を内面から、続いて外面から、それぞれ一層盛りによって行う溶接鋼管において、前記鋼管の内面で先行する溶接金属の高さ:Wiと前記外面で追従する溶接金属の高さ:Woとの比が、
0.6≦Wo/Wi≦1.0、または 1.7≦Wo/Wi≦2.5
であることを特徴とする溶接金属の脆化割れ性に優れた溶接鋼管である。
The present invention has been made to solve the above problems, the tensile strength is less 1100MPa or more 850 MPa, from the inner surface of the seam welding by submerged arc welding, from subsequently the outer surface, the welded steel pipe to perform by more prime respectively, the height of the weld metal to lead in the inner surface of the steel pipe: height of the weld metal to follow with Wi before Kigai surface: the ratio of the Wo,
0.6 ≦ Wo / Wi ≦ 1.0, or 1.7 ≦ Wo / Wi ≦ 2.5
It is a welded steel pipe excellent in the embrittlement cracking property of the weld metal.
本発明は、天然ガス・原油輸送用ラインパイプ等に用いられる引張強度が850MPaを超える高強度鋼管の溶接部での脆化割れの発生を溶接条件を最適化することで防止することが可能となる。 According to the present invention, it is possible to prevent the occurrence of embrittlement cracks in a welded portion of a high-strength steel pipe having a tensile strength exceeding 850 MPa used for natural gas / crude oil transportation line pipes and the like by optimizing the welding conditions. Become.
引張強度が850MPaを超えるようなUOE造管プロセスでは、Cプレスで板材エッジ近傍を曲げ、UプレスでU字形状に曲げ、次いでOプレスにより鋼管状に成形し、その後、通常、外面からの仮付け後、サブマージアーク溶接による内面溶接を行い、続いて外面溶接を行い、さらに拡管により真円度が整えられ、UOE鋼管となる。しかしながら、外面溶接後の超音波探傷で頻度は少ないものの横割れが散見された。調査の結果、割れは内面溶接部に内在していることがわかった。破面観察の結果、水素割れ特有の破面を呈しており、フラックス、開先の結露、大気中の水分などから溶接金属内に取り込まれた水素と溶接残留応力による水素割れであると結論づけた。 In the UOE pipe making process where the tensile strength exceeds 850 MPa, the vicinity of the plate material edge is bent with the C press, bent into a U shape with the U press, and then formed into a steel tube with the O press, and then, usually from the outer surface. Then, inner welding is performed by submerged arc welding, followed by outer surface welding, and roundness is further adjusted by pipe expansion to form a UOE steel pipe. However, transverse cracks were found in the ultrasonic flaw inspection after outer surface welding, although the frequency was low. As a result of the investigation, it was found that the crack was inherent in the internal weld. As a result of the fracture surface observation, it was concluded that the fracture surface was peculiar to hydrogen cracking, and it was hydrogen cracking due to hydrogen incorporated into the weld metal from the flux, dew condensation on the groove, moisture in the atmosphere, etc. and the residual welding stress. .
そこで、本発明者らは、割れが発生している内面溶接部の拡散性水素量を測定したところ、外面後溶接後、4時間経過時に最大で2ppmに達することがわかった。 Therefore, the present inventors measured the amount of diffusible hydrogen in the welded inner surface where cracking occurred, and found that the maximum amount reached 2 ppm after 4 hours after the outer surface post-welding.
次に水素量と割れ限界応力の関係を把握するため、シーム溶接内面部から切り出した丸棒引張試験に電解チャージにより水素を封入した。引張強度が950MPa、850MPaである溶接金属では図1、図2に示すように、水素濃度と限界応力とが一定の関係を有することが判明した。実生産での水素量は最大で2ppmであることから引張強度が950MPaの溶接金属では750MPa以下、引張強度が850MPa以下の溶接金属では670MPa以下の負荷応力では水素割れが起こらないと言う指標を得た。 Next, in order to grasp the relationship between the amount of hydrogen and the crack limit stress, hydrogen was enclosed by electrolytic charging in a round bar tensile test cut out from the seam weld inner surface. As shown in FIG. 1 and FIG. 2, it was found that the weld metal having a tensile strength of 950 MPa and 850 MPa has a certain relationship between the hydrogen concentration and the critical stress. Since the maximum amount of hydrogen in actual production is 2 ppm, an indicator is obtained that hydrogen cracking does not occur at a load stress of 750 MPa or less for a weld metal with a tensile strength of 950 MPa and 670 MPa or less for a weld metal with a tensile strength of 850 MPa or less. It was.
本発明者らは水素割れが内面溶接金属から発生していることに注目し、有限要素法(以下FEA)によりシーム溶接部内に生じる軸方向応力を熱応力と変態応力を考慮し、引張強度が950MPaの溶接金属について解析した(図3)。その結果、フュージョンラインに近い内面溶接部の軸方向応力が800MPaに達し、割れ観察から特定された割れ発生位置と一致した。さらにはFEAで予測された残留応力はX線回折で測定された内外表面の残留応力とも一致した。 The present inventors pay attention to the fact that hydrogen cracks are generated from the inner surface weld metal. The axial stress generated in the seam welded portion by the finite element method (hereinafter referred to as FEA) is considered in consideration of thermal stress and transformation stress, and the tensile strength is A 950 MPa weld metal was analyzed (FIG. 3). As a result, the axial stress of the inner surface weld near the fusion line reached 800 MPa, which coincided with the crack occurrence position specified from the crack observation. Furthermore, the residual stress predicted by FEA coincided with the residual stress of the inner and outer surfaces measured by X-ray diffraction.
図1に示す水素割れ限界応力、図3に示す残留応力分布から、横割れは内面溶接部で発生するピーク応力部で起きていることがわかった。実質的な最大水素量、2ppmでは750MPa以下の応力では割れは発生しないことからピーク応力を750MPa以下に制御する溶接方法について検討した。 From the hydrogen crack limit stress shown in FIG. 1 and the residual stress distribution shown in FIG. 3, it was found that lateral cracks occurred at the peak stress portion generated at the inner surface weld. Since cracks do not occur at a stress of 750 MPa or less at a substantial maximum hydrogen content of 2 ppm, a welding method for controlling the peak stress to 750 MPa or less was examined.
図4に溶接金属の内面溶接と外面溶接の高さ比を変化させたときの残留応力分布の相違を示す。ここで図5に示すようにそれぞれ追従する溶接金属の高さを、Woと定義し、先行する溶接金属の高さをWiとする。割れが生じた鋼管のWo/Wiは1.03であり、Wo/Wiが1.4を超えると、ピーク応力は減少しながら表面に向かうことが予見された。また、Wo/Wiが1.0を下回るとピーク応力は減少した。 FIG. 4 shows the difference in residual stress distribution when the height ratio between the inner surface welding and the outer surface welding of the weld metal is changed. The height here to add slave, respectively it as shown in FIG. 5 weld metal, is defined as Wo, and Wi the height of the weld metal prior row. The Wo / Wi of the cracked steel pipe was 1.03, and when Wo / Wi exceeded 1.4, it was predicted that the peak stress decreased toward the surface. Moreover, when Wo / Wi was less than 1.0, the peak stress decreased.
図4の関係をWo/Wiとピーク応力の関係で図6に示す。これより
Wo/Wi≦1.0、または 1.7≦Wo/Wi
でピーク応力は750MPaを下回り、水素割れが発生しないことが予見できた。
The relationship of FIG. 4 is shown in FIG. 6 as the relationship between Wo / Wi and peak stress. From this, Wo / Wi ≦ 1.0, or 1.7 ≦ Wo / Wi
The peak stress was less than 750 MPa, and it was predicted that no hydrogen cracking occurred.
同様の解析を引張強度、850MPaの溶接材料について行ったものを図7に示す。割れ発生限界応力は図2のようになり、これに対する安全域は同様に、
Wo/Wi≦1.0、または 1.7≦Wo/Wi
と予見された。
FIG. 7 shows the same analysis performed on a welding material having a tensile strength of 850 MPa. The crack initiation limit stress is as shown in Fig. 2, and the safety range for this is the same,
Wo / Wi ≦ 1.0 or 1.7 ≦ Wo / Wi
It was foreseen.
次にWo/Wiの許容最大値、最小値について検討した。相対的に片方の溶接金属部が小さくなりすぎると解け落ち等より形状的に溶接不可能な領域が生じることは言うまでもないが、大きい側の溶接金属の入熱が大きくなりすぎると熱影響部(HAZ)幅が大きくなり、靭性、溶接継手強度に悪影響を及ぼすようになる。靭性低下は入熱増加に伴いHAZ幅が拡大し、結晶粒の粗大化を招き、シャルピー試験片のノッチ先端の亀裂発生点が粗大粒に当たる確率が高まるためと考えられる。 Next, the allowable maximum value and minimum value of Wo / Wi were examined. It goes without saying that if one of the weld metal parts becomes too small, an area that cannot be welded due to cracking or the like will occur, but if the heat input of the large weld metal becomes too large, the heat affected zone ( HAZ) The width is increased, and the toughness and weld joint strength are adversely affected. It is considered that the decrease in toughness is due to the fact that the HAZ width increases with an increase in heat input, leading to coarsening of crystal grains, and the probability that the crack initiation point at the notch tip of the Charpy test piece hits the coarse grains increases.
そこでシャルピー試験において衝撃吸収エネルギーに低値発生確率とWo/Wiの関係について調査した。エネルギー低値とは衝撃試験において試験の平均的な値よりも試験片により例えば平均値の2割程度と吸収エネルギーが激減する現象であり、低値発生確率は最小限に抑えられることが好ましい。 Therefore, in the Charpy test, the relationship between the probability of occurrence of a low value in impact absorption energy and Wo / Wi was investigated. The low energy value is a phenomenon in which the absorbed energy is drastically reduced by, for example, about 20% of the average value by the test piece rather than the average value of the test in the impact test, and it is preferable that the low value occurrence probability is minimized.
図8にWo/Wiとエネルギー低値の発生確率の関係を示す。この結果、
Wo/Wi≦0.6、または2.5≦Wo/Wi
の範囲では低値発生確率が上昇することがわかった。
FIG. 8 shows the relationship between Wo / Wi and the probability of occurrence of a low energy value. As a result,
Wo / Wi ≦ 0.6 or 2.5 ≦ Wo / Wi
It was found that the probability of low value increases in the range of.
したがって、横割れを防ぎ、エネルギー低値発生確率を最小限に抑えるにはWo/Wiを
0.6≦Wo/Wi≦1.0、または 1.7≦Wo/Wi≦2.5
に設定することが最適であるという結論に至った。
Therefore, Wo / Wi is reduced to 0.6 ≦ Wo / Wi ≦ 1.0 or 1.7 ≦ Wo / Wi ≦ 2.5 to prevent transverse cracking and to minimize the probability of low energy generation.
It came to the conclusion that setting to is optimal.
以上の溶接時の残留応力発生メカニズムはUOE鋼管のサブマージアーク溶接について述べたものであり、内面溶接後、外面溶接を行った場合である。内面溶接、外面溶接を、それぞれ一層盛りによって行う場合、本発明の効果は表われ、内面あるいは外面を多層盛りとする場合は、本発明の効果は消失する。ただし、内面溶接を行う前に通常、外面側から仮付け溶接を行うが、本溶接を内外面から一層盛りで行うという点で仮付けを伴う溶接法は本発明に含まれる。また、外面溶接が先行し、内面溶接が追従した場合も本発明に含まれる。また、鋼管の成形法としてUOE成形プロセスを例に示したが、ベンディングロールによる成形法でも内外面から一層ずつの溶接を行う場合、本発明に含まれる。 The above-described residual stress generation mechanism during welding is described for submerged arc welding of UOE steel pipe, and is a case where outer surface welding is performed after inner surface welding. When the inner surface welding and the outer surface welding are each performed in a single layer, the effect of the present invention appears, and when the inner surface or the outer surface is a multi-layered surface, the effect of the present invention is lost. However, usually, tack welding is performed from the outer surface side before performing inner surface welding, but a welding method that involves tacking is included in the present invention in that the main welding is performed further from the inner and outer surfaces. Further, the present invention includes the case where the outer surface welding precedes and the inner surface welding follows. Moreover, although the UOE forming process is shown as an example of the forming method of the steel pipe, it is included in the present invention when welding is performed one by one from the inner and outer surfaces by the forming method using a bending roll.
本発明は通常の成形、溶接環境でも十分に効果を発揮するものであるが、製造工程における開先面への結露、油分の付着、フラックスの過度な水分含有などにより溶接金属内への拡散性水素量が増加したときなどシーム溶接後のシーム部の予後熱も有効であるが、係る熱処理を行う場合でも残留応力を低減させた本発明では加熱温度の低減、保持時間の縮少などコストメリットを生み出すことになり、その効果は大きい。 Although the present invention is sufficiently effective even in normal molding and welding environments, it can be diffused into the weld metal due to condensation on the groove surface in the manufacturing process, adhesion of oil, excessive moisture content of the flux, etc. Although the prognostic heat of the seam part after seam welding is effective, such as when the amount of hydrogen is increased, the present invention in which the residual stress is reduced even when performing such heat treatment, the cost merit such as reduction of heating temperature and reduction of holding time The effect is great.
以下に本発明例と比較例により本発明の実施による効果を説明する。 The effects of the present invention will be described below with reference to examples of the present invention and comparative examples.
表1は鋼管サイズφ914×16t、鋼管強度900〜1100MPa、表2は鋼管サイズφ914×16t、鋼管強度950〜930MPa、表3は鋼管サイズφ711×12t、鋼管強度900〜1000MPa、表4は鋼管サイズφ1067×20t、鋼管強度900〜1050MPaのUOE成形プロセスにより造管し、内面、外面の順番でシーム溶接したときの実施例である。 Table 1 shows steel pipe size φ914 × 16t, steel pipe strength 900-1100 MPa, Table 2 shows steel pipe size φ914 × 16t, steel pipe strength 950-930 MPa, Table 3 shows steel pipe size φ711 × 12t, steel pipe strength 900-1000 MPa, Table 4 shows steel pipe size This is an embodiment when pipes are formed by a UOE forming process of φ1067 × 20 t and steel pipe strength is 900 to 1050 MPa and seam welded in the order of the inner surface and the outer surface.
横割れ発生は外面溶接終了後、拡管までの間72時間放置し、超音波探傷により横割れが検出された鋼管本数で示す。エネルギー低値は同一の鋼管を拡管し、その後、最も低値が発生しやすいフュージョンラインから1mm離れた点に2mmVノッチの先端が来るように加工したシャルピー衝撃試験片により評価し、低値の基準を吸収エネルギー平均値の2割以下とした。
The occurrence of transverse cracking is indicated by the number of steel pipes in which transverse cracking was detected by ultrasonic flaw detection after leaving outside for 72 hours until the end of pipe expansion. The low energy value is evaluated by a Charpy impact test piece that is expanded so that the tip of a 2 mmV notch comes to a
横割れはWo/Wiが1.1〜1.4の区間で発生し、それ以外の区間では発生していない。一方、エネルギー低値はWo/Wi=0.4、2.8で発生確率が高まり、0.6≦Wo/Wi≦2.5では発生確率に有意差は観察されない。 Lateral cracks occur in the section where Wo / Wi is 1.1 to 1.4, and do not occur in other sections. On the other hand, when the energy is low, Wo / Wi = 0.4 and 2.8, the probability of occurrence increases. When 0.6 ≦ Wo / Wi ≦ 2.5, no significant difference is observed in the probability of occurrence.
Claims (1)
0.6≦Wo/Wi≦1.0、または 1.7≦Wo/Wi≦2.5
であることを特徴とする溶接金属の脆化割れ性に優れた溶接鋼管。 Tensile strength of less 1100MPa or more 850 MPa, from the inner surface of the seam welding by submerged arc welding, followed from the outer surface, in welded steel performed by more prime respectively, the height of the weld metal to lead in the inner surface of the steel pipe: Wi and the height of the weld metal to follow before Kigai surface: the ratio of the Wo,
0.6 ≦ Wo / Wi ≦ 1.0, or 1.7 ≦ Wo / Wi ≦ 2.5
A welded steel pipe excellent in embrittlement cracking of weld metal.
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