JP3111861B2 - Manufacturing method of high-tensile-resistance electric resistance welded steel pipe excellent in hydrogen delayed cracking resistance - Google Patents

Manufacturing method of high-tensile-resistance electric resistance welded steel pipe excellent in hydrogen delayed cracking resistance

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Publication number
JP3111861B2
JP3111861B2 JP07201173A JP20117395A JP3111861B2 JP 3111861 B2 JP3111861 B2 JP 3111861B2 JP 07201173 A JP07201173 A JP 07201173A JP 20117395 A JP20117395 A JP 20117395A JP 3111861 B2 JP3111861 B2 JP 3111861B2
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Japan
Prior art keywords
resistance
less
delayed cracking
steel
hydrogen delayed
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Expired - Fee Related
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JP07201173A
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Japanese (ja)
Other versions
JPH0947813A (en
Inventor
俊介 豊田
晴夫 三辻
雅紀 大村
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JFE Engineering Corp
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JFE Engineering Corp
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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、自動車のドアイン
パクトビームなどに用いられる高張力電縫鋼管の製造方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a high-strength ERW steel pipe used for a door impact beam of an automobile or the like.

【0002】[0002]

【従来の技術】自動車などの車両ドア内部には、安全性
の観点からドアインパクトビームと呼ばれる補強材が設
けられている。従来のドアインパクトビームには、高張
力冷延鋼板のプレス成形品が用いられることが多かった
が、近年、軽量化のために、引張強度が980N/mm
2 以上の著しく強度の高い高張力電縫鋼管が採用される
ようになってきた。
2. Description of the Related Art A reinforcing member called a door impact beam is provided inside a vehicle door of an automobile or the like from the viewpoint of safety. For the conventional door impact beam, a press-formed product of a high-tensile cold-rolled steel sheet is often used. However, in recent years, in order to reduce the weight, a tensile strength of 980 N / mm has been used.
Two or more high-strength, high-strength ERW steel pipes have been adopted.

【0003】しかし、著しく強度が高く、しかも造管に
より残留歪みが付加される高張力電縫鋼管をドアインパ
クトビームに用いる場合、ドア内部で腐食が進行すると
鋼中に水素が侵入し鋼が破壊されるいわゆる「水素遅れ
割れ」が生じる恐れがある。
[0003] However, when a high-strength ERW steel pipe, which has extremely high strength and is subjected to residual strain due to pipe making, is used for a door impact beam, as corrosion progresses inside the door, hydrogen penetrates into the steel and the steel is destroyed. So-called “hydrogen delayed cracking” may occur.

【0004】これまで、著しく強度の高い熱延鋼板や冷
延鋼板を用いた高張力電縫鋼管やその製造方法について
は、特開平1ー205032号公報、特開平4ー131
327号公報、特開平4ー187319号公報、特開平
6ー88129号公報などで紹介されている。
[0004] Hitherto, a high-tensile ERW pipe using a hot-rolled steel sheet or a cold-rolled steel sheet having extremely high strength and a method of manufacturing the same have been disclosed in JP-A-1-205032 and JP-A-4-131.
327, JP-A-4-187319, JP-A-6-88129, and the like.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、いずれ
も「水素遅れ割れ」に対する考慮がなされていない。
However, no consideration has been given to "hydrogen delayed cracking".

【0006】本発明は、このような課題を解決するため
になされたものであり、引張強度が980N/mm2
上で、しかも耐水素遅れ割れ特性に優れた高張力電縫鋼
管の製造方法を提供することを目的とする。
The present invention has been made in order to solve such problems, and a method of manufacturing a high tensile strength electric resistance welded steel pipe having a tensile strength of 980 N / mm 2 or more and having excellent resistance to hydrogen delayed cracking is provided. The purpose is to provide.

【0007】[0007]

【課題を解決するための手段】本発明者等は、耐水素遅
れ割れ特性に優れた高張力電縫鋼管の製造方法について
鋭意検討した結果、鋼成分、熱延条件および造管条件を
適性化することにより上記課題が解決されるという知見
を見出した。
Means for Solving the Problems The present inventors have conducted intensive studies on a method of manufacturing a high tensile strength electric resistance welded steel pipe having excellent resistance to hydrogen delayed cracking. As a result, the steel composition, hot rolling conditions and pipe forming conditions have been optimized. It has been found that the above-mentioned problem can be solved by doing.

【0008】すなわち、請求項1に記載の第1の発明
は、wt%で、C:0.1〜0.19、Si:0.01
〜0.5、Mn:0.8〜1.6、Cr:0.05〜
0.6、Al:0.01〜0.06、P:0.02以下
(0を含む)、S:0.003以下(0を含む)、N:
0.005以下(0を含む)、Ti:0.015以下
(0を含む)、B:0.0005〜0.003で、かつ
B量を式(1)を満足するように調整した組成を有し、 B* ≧0.0005 (1) ただし、N≧(14/48)Tiのとき B* =B−(11/14)N+(11/48)Ti N<(14/48)Tiのとき B* =B 残部が実質的にFeおよび不可避的不純物からなる鋼の
スラブを熱間圧延するにあたり、前記鋼のAr3 変態点
の温度をTAr3 としたとき、仕上温度Tfが(TAr
3 +30)〜(TAr3 +100)℃の温度範囲になる
ように仕上げ温度Tfを制御して熱間圧延し、かつその
とき30%以上の圧下率をTf〜(Tf+30)℃の温
度範囲で与えて熱間圧延し、熱間圧延後直ちに60〜2
00℃/sの冷却速度で150〜250℃の温度範囲に
ある温度Tcまで冷却後、150℃以上前記Tc以下の
温度範囲に2秒以上滞留させ、150℃未満の温度で巻
取って熱延鋼板を作製し、前記熱延鋼板を用いて式
(2)を満たす幅絞り率Qで造管することを特徴とする
耐水素遅れ割れ特性に優れた高張力電縫鋼管の製造方法
に関するものである。
That is, in the first aspect of the present invention, in wt%, C: 0.1 to 0.19, Si: 0.01
~ 0.5, Mn: 0.8 ~ 1.6, Cr: 0.05 ~
0.6, Al: 0.01 to 0.06, P: 0.02 or less (including 0), S: 0.003 or less (including 0), N:
0.005 or less (including 0), Ti: 0.015 or less (including 0), B: 0.0005 to 0.003, and a composition in which the amount of B is adjusted to satisfy the expression (1). B * ≧ 0.0005 (1) where N ≧ (14/48) Ti B * = B− (11/14) N + (11/48) Ti N <(14/48) Ti Time B * = B In hot rolling a slab of steel whose balance substantially consists of Fe and unavoidable impurities, when the temperature of the Ar 3 transformation point of the steel is TAr 3 , the finishing temperature Tf is (TAr
3 + 30) to (TAr 3 +100) ° C., hot rolling is performed while controlling the finishing temperature Tf so that a rolling reduction of 30% or more is given in a temperature range of Tf to (Tf + 30) ° C. Hot rolling, and 60 to 2 immediately after hot rolling.
After cooling to a temperature Tc in a temperature range of 150 to 250 ° C. at a cooling rate of 00 ° C./s, the steel sheet is kept in a temperature range of 150 ° C. or more and Tc or less for 2 seconds or more, and wound at a temperature of less than 150 ° C. The present invention relates to a method for producing a high-tensile-resistance electric resistance welded steel pipe having excellent resistance to hydrogen delayed cracking, which comprises preparing a steel sheet and forming a pipe at a width reduction ratio Q satisfying the formula (2) using the hot-rolled steel sheet. is there.

【0009】 1000≦Q/(t/D)2 ≦3000 (2) ここで、t(mm)は熱延鋼板の板厚、D(mm)は電
縫鋼管の外径、Q(%)は幅絞り率で、式(3)で定義
される。
1000 ≦ Q / (t / D) 2 ≦ 3000 (2) where t (mm) is the thickness of the hot-rolled steel sheet, D (mm) is the outer diameter of the ERW pipe, and Q (%) is Width reduction ratio, defined by equation (3).

【0010】 Q=〔(鋼板の幅−π(D−t))/π(D−t)〕×100 (3) 鋼の成分限定理由を以下に説明する。Q = [(steel plate width−π (D−t)) / π (D−t)] × 100 (3) The reasons for limiting the components of steel will be described below.

【0011】C:マルテンサイト生成元素であり、かつ
マルテンサイトの硬さを高める元素であるので、目標と
する強度を確保するために必須な元素である。添加量が
0.1wt%未満であると,目標とする980N/mm
2 以上の強度が得られない。添加量が0.19wt%を
超えると、耐水素遅れ割れ特性が劣化する。
C: Martensite-forming element and an element that increases the hardness of martensite, and thus is an essential element for securing a target strength. If the addition amount is less than 0.1 wt%, the target 980 N / mm
2 or more strength cannot be obtained. If the amount exceeds 0.19 wt%, the resistance to hydrogen delayed cracking deteriorates.

【0012】Si:電縫溶接部の健全性を確保するため
に添加する必要があり、添加量が0.01〜0.5wt
%の範囲で電縫溶接部の健全性が良好となる。
Si: It is necessary to add Si in order to ensure soundness of the electric resistance welded portion, and the amount of addition is 0.01 to 0.5 wt.
%, The soundness of the electric resistance welded portion is improved.

【0013】Mn:オーステナイトの焼入れ性を上げ、
マルテンサイトを生成させ、目標とする強度を確保する
ために必須な元素である。添加量が0.8wt%未満で
あると目標とする980N/mm2 以上の強度が得られ
ない。添加量が1.6wt%を超えると耐水素遅れ割れ
特性が劣化する。
Mn: increases the hardenability of austenite,
It is an element essential for generating martensite and securing a target strength. If the addition amount is less than 0.8 wt%, the target strength of 980 N / mm 2 or more cannot be obtained. If the addition amount exceeds 1.6 wt%, the hydrogen delayed cracking resistance deteriorates.

【0014】Cr:Mnとの相互作用により鋼の焼入れ
性を上げ、目標とする強度を確保するために必要な元素
である。添加量が0.05wt%未満であるとその効果
が乏しい。添加量が0.6wt%を超えると耐水素遅れ
割れ特性が劣化する。
Cr: An element necessary for enhancing the hardenability of steel by interaction with Mn and ensuring a target strength. If the addition amount is less than 0.05 wt%, the effect is poor. If the amount exceeds 0.6 wt%, the resistance to hydrogen delayed cracking deteriorates.

【0015】Al:脱酸元素として添加される。また、
鋼中に固溶するNをAlNとして固定し、耐水素遅れ割
れ特性を向上させる。0.01wt%未満だとその効果
は少ない。0.06wt%を超えると介在物が増加し、
耐水素遅れ割れ特性が劣化する。
Al: added as a deoxidizing element. Also,
N dissolved in steel is fixed as AlN to improve the resistance to hydrogen delayed cracking. If the content is less than 0.01 wt%, the effect is small. If it exceeds 0.06 wt%, inclusions increase,
Hydrogen delayed cracking resistance deteriorates.

【0016】P:0.02wt%を超えると耐水素遅れ
割れ特性を劣化させる。
P: If it exceeds 0.02 wt%, the hydrogen delayed cracking resistance deteriorates.

【0017】S:介在物として存在し、耐水素遅れ割れ
特性を劣化させるため、0.003wt%以下であるこ
とが必要である。
S: It is required to be 0.003 wt% or less in order to exist as inclusions and deteriorate the hydrogen delayed cracking resistance.

【0018】N:0.005wt%を超えると、耐水素
遅れ割れ特性が低下する。
N: If it exceeds 0.005 wt%, the resistance to hydrogen delayed cracking decreases.

【0019】Ti:固溶Nを固定し、Bの焼入れ性を確
保する効果があるので、添加する方が好ましいが、粗大
な窒化物として析出すると耐水素遅れ割れ特性を低下さ
せるので、0.015wt%以下である必要がある。
Ti: It is preferable to add Ti because it has an effect of fixing solid solution N and securing the quenching property of B. However, precipitation as coarse nitride lowers the resistance to hydrogen delayed cracking. It must be 015 wt% or less.

【0020】B:マルテンサイトを生成させ、目標とす
る強度を確保するために必須な元素である。添加量が
0.0005wt%未満であると目標とする980N/
mm2以上の強度が得られない。また、マルテンサイト
を生成させるためには、オーステナイト中に固溶してい
るBがフェライト変態を抑制する必要があるが、BはN
やTiと化合物を形成するので、オーステナイト中に固
溶BをB* としたとき、次の(1)式を満足させる必要
がある。
B: An element essential for generating martensite and securing a target strength. The target 980 N / is set to be less than 0.0005 wt%.
The strength of mm 2 or more cannot be obtained. Further, in order to form martensite, it is necessary for B which is dissolved in austenite to suppress ferrite transformation.
Since Ti forms a compound with Ti and Ti, it is necessary to satisfy the following equation (1) when the solid solution B is B * in austenite.

【0021】B* ≧0.0005 (1) ただし、N≧(14/48)Tiのとき B* =B−(11/14)N+(11/48)Ti N<(14/48)Tiのとき B* =B なお、Bの添加量が0.003wt%を超えるとその効
果が飽和する。
B * ≧ 0.0005 (1) However, when N ≧ (14/48) Ti, B * = B− (11/14) N + (11/48) Ti N <(14/48) Ti When B * = B, the effect is saturated when the added amount of B exceeds 0.003 wt%.

【0022】高張力電縫鋼管の素材である熱延鋼板の熱
延条件の限定理由を以下に説明する。
The reasons for limiting the hot rolling conditions of the hot rolled steel sheet, which is the material of the high-tensile ERW steel pipe, will be described below.

【0023】仕上温度:(TAr3 +30)℃未満だ
と、980N/mm2 以上の強度を得るためのマルテン
サイトの体積率が得られない。(TAr3 +100)℃
を超えると、マルテンサイトパケットが粗大化し、耐水
素遅れ割れ特性が低下する。
If the finishing temperature is lower than (TAr 3 +30) ° C., the volume fraction of martensite for obtaining a strength of 980 N / mm 2 or more cannot be obtained. (TAr 3 +100) ° C.
If the ratio exceeds 2, the martensite packet becomes coarse, and the hydrogen delayed cracking resistance decreases.

【0024】圧下率:マルテンサイトを微細にし、耐水
素遅れ割れ特性を良好にせしめるには、熱間圧延終了直
前における強圧下が必要である。それにはTf〜(Tf
+30)℃の温度範囲で30%以上の圧下率を与えて熱
間圧延する必要がある。
Rolling reduction: In order to make the martensite fine and improve the resistance to hydrogen delayed cracking, it is necessary to perform a strong rolling immediately before the end of hot rolling. For that, Tf ~ (Tf
It is necessary to give a rolling reduction of 30% or more in a temperature range of +30) ° C. to perform hot rolling.

【0025】熱間圧延後の冷却条件:980N/mm2
以上の強度を得るためのマルテンサイトの体積率を確保
するために、熱間圧延後直ちに60〜200℃/sの冷
却速度で150〜250℃の温度範囲にある温度Tcま
で急冷する必要がある。冷却速度が60℃/sに満たな
いと所望の体積率のマルテンサイトが得られない。冷却
速度が200℃/sを超えると、操業上のトラブルを生
じる。また、250℃以下まで急冷しないと所望の体積
率のマルテンサイトが得られない。
Cooling conditions after hot rolling: 980 N / mm 2
Immediately after hot rolling, it is necessary to rapidly cool to a temperature Tc in a temperature range of 150 to 250 ° C. at a cooling rate of 60 to 200 ° C./s in order to secure a volume ratio of martensite for obtaining the above strength. . If the cooling rate is less than 60 ° C./s, martensite having a desired volume ratio cannot be obtained. When the cooling rate exceeds 200 ° C./s, a trouble in operation occurs. Unless the temperature is rapidly cooled to 250 ° C. or lower, martensite having a desired volume ratio cannot be obtained.

【0026】急冷後は硬質な焼戻しマルテンサイトを生
成させるため、150℃以上前記温度Tc以下の温度範
囲に、保持あるいは緩冷却などにより鋼板を2秒以上滞
留させる必要がある。図1に、急冷された鋼板を150
〜250℃の温度範囲で保持したときの保持時間と水素
遅れ割れ発生限界付加歪みΔεとの関係を示す。2秒以
上の保持によって、2000μm以上の高い水素遅れ割
れ発生限界付加歪みΔεが安定して得られることがわか
る。2秒未満では、焼入れ歪みが残存するため、190
0μm以上の高い水素遅れ割れ発生限界付加歪みΔεが
安定して得られない。
After quenching, in order to generate hard tempered martensite, it is necessary to keep the steel sheet in the temperature range of 150 ° C. or more and the temperature Tc or less by holding or slow cooling for 2 seconds or more. FIG.
The relationship between the holding time when the temperature is held in a temperature range of up to 250 ° C. and the additional strain Δε at which hydrogen delayed cracking occurs is shown. It can be seen that, by holding for 2 seconds or longer, a high limit additional strain Δε of hydrogen lag crack generation of 2000 μm or more can be stably obtained. If the time is less than 2 seconds, quenching distortion remains, so
It is not possible to stably obtain a high additional strain Δε of 0 μm or more in the occurrence limit of hydrogen delayed cracking.

【0027】ここで、水素遅れ割れ発生限界付加歪みΔ
εとは、電縫鋼管より幅20mmのCーリング試験片を
切出し、切出し前の外径までボルト締めを行い、電縫鋼
管の残留歪み相当の歪みを加えた後、さらに式(3)で
計算される付加歪みを加えて0.1N塩酸中に200時
間浸漬し割れ発生有無を調べ、割れが発生する限界の付
加歪みを求め、耐水素遅れ割れ特性の指標とした。この
値が高いほど、耐水素遅れ割れの特性にとっては好まし
い。
Here, the additional strain Δ at which hydrogen delayed cracking occurs
ε is a value obtained by cutting out a C-ring test piece of 20 mm width from the ERW pipe, tightening the bolt to the outer diameter before cutting, applying a strain equivalent to the residual strain of the ERW pipe, and further calculating by equation (3). After applying the additional strain, the substrate was immersed in 0.1 N hydrochloric acid for 200 hours to check for crack generation. The limit of additional strain at which cracking occurred was determined and used as an index of resistance to hydrogen delayed cracking. The higher the value, the more preferable for the property of resistance to hydrogen delayed cracking.

【0028】 Δε=(4・106 ・t・δ)/(π・D・(D−t)) (3) 式(3)で、tは板厚、Dは切出し前の外径、δはD−
(付加歪み付加後の外径) 巻取温度:150℃を超えると、硬質な焼戻しマルテン
サイト相とならず、980N/mm2 以上の強度が得ら
れない。
Δε = (4 · 10 6 · t · δ) / (π · D · (Dt)) (3) In equation (3), t is the plate thickness, D is the outer diameter before cutting, and δ Is D-
(Outer diameter after application of additional strain) When the winding temperature exceeds 150 ° C., a hard tempered martensite phase is not obtained, and a strength of 980 N / mm 2 or more cannot be obtained.

【0029】以上のような条件で製造された熱延鋼板を
用い高張力電縫鋼管を製造するにあたり、その造管条件
の限定理由を以下に説明する。
When manufacturing a high-tensile-strength ERW steel pipe using the hot-rolled steel sheet manufactured under the above conditions, the reasons for limiting the pipe-forming conditions will be described below.

【0030】図2に、前記式(2)から求めた幅絞り率
Qを用いて算出したQ/(t/D) 2 と水素遅れ割れ発
生限界付加歪みΔεの関係を示す。Q/(t/D)2
値が1000以上3000以下のとき、2000μm以
上の高い水素遅れ割れ発生限界付加歪みΔεが安定して
得らる。Q/(t/D)2 の値が1000未満では、残
留歪みが増大するため、また、3000を超える場合
は、造管時に強い変形集合組織が形成されるため水素割
れ感受性が高まり、1900μm以上の高い水素遅れ割
れ発生限界付加歪みΔεが得られない。
FIG. 2 shows the width reduction ratio obtained from the above equation (2).
Q / (t / D) calculated using Q TwoAnd hydrogen delayed cracking
The relationship of the raw limit additional strain Δε is shown. Q / (t / D)Twoof
When the value is 1000 or more and 3000 or less, 2000 μm or less
Above high hydrogen delayed crack initiation limit Additional strain Δε is stable
I get it. Q / (t / D)TwoIs less than 1000,
When the strain increases, and when it exceeds 3000
Is a hydrogen deformation
Sensitivity increases, and a high hydrogen delay rate of 1900 μm or more
Therefore, the generation limit additional strain Δε cannot be obtained.

【0031】請求項2に記載の第2の発明は、第1の発
明の鋼成分に加え、wt%で、Nb:0.005〜0.
03、V:0.005〜0.03のうち少なくとも1種
以上を含有するように成分調整されたスラブを用い、熱
間圧延以降の工程を第1の発明と同様な方法で行うこと
を特徴とする耐水素遅れ割れ特性に優れた高張力電縫鋼
管の製造方法に関するものである。
According to a second aspect of the present invention, in addition to the steel component of the first aspect of the present invention, Nb: 0.005-0.
03, V: using a slab whose composition is adjusted to contain at least one of 0.005 to 0.03, and performing the steps after hot rolling by the same method as in the first invention. The present invention relates to a method for producing a high-tensile-resistance-welded steel pipe excellent in hydrogen delayed cracking resistance.

【0032】Nb、V量の限定理由を以下に説明する。
Nb、Vは、いずれも変態前のオーステナイト粒を微細
化し、変態後のマルテンサイトパケットを微細化できる
ので、耐水素遅れ割れ特性の向上には好ましい元素であ
る。しかし0.005wt%未満では、その効果は少な
く、また0.03wt%を超えて過度に添加すると、耐
水素遅れ割れ特性がかえって劣化する。
The reasons for limiting the amounts of Nb and V will be described below.
Both Nb and V are preferable elements for improving the hydrogen delayed cracking resistance, because they can refine the austenite grains before transformation and refine the martensite packet after transformation. However, if the content is less than 0.005 wt%, the effect is small, and if it is excessively added exceeding 0.03 wt%, the hydrogen delayed cracking resistance is rather deteriorated.

【0033】請求項3に記載の第3の発明は、第1の発
明または第2の発明の鋼成分に加え、wt%で、Cu:
0.05〜0.5を含有するように成分調整されたスラ
ブを用い、熱間圧延以降の工程を第1の発明と同様な方
法で行うことを特徴とする耐水素遅れ割れ特性に優れた
高張力電縫鋼管の製造方法に関するものである。
According to a third aspect of the present invention, in addition to the steel component of the first or second aspect, Cu:
Using a slab whose composition is adjusted to contain 0.05 to 0.5, and performing the steps after hot rolling by the same method as in the first invention, which is excellent in hydrogen delayed cracking resistance. The present invention relates to a method for manufacturing a high tension electric resistance welded steel pipe.

【0034】Cu量の限定理由を以下に説明する。Cu
は、鋼の腐食の進行を抑制するとともに鋼中への水素の
侵入を抑制するので、耐水素遅れ割れ特性を向上させ
る。図3に,Cu添加量と水素割れ発生限界付加歪みΔ
εの変化量との関係を示す。Cuを0.05wt%以上
添加することにより水素遅れ割れ発生限界付加歪みの変
化量は増大し、水素遅れ割れの発生が抑制される。ま
た、0.5wt%超えて添加してもその効果は飽和する
ので、その上限は0.5wt%とする。
The reason for limiting the amount of Cu will be described below. Cu
In the steel, the progress of corrosion of steel and the intrusion of hydrogen into steel are suppressed, so that the hydrogen delayed cracking resistance is improved. Figure 3 shows the amount of Cu added and the additional strain Δ
The relationship with the change amount of ε is shown. By adding 0.05% by weight or more of Cu, the amount of change in the additional strain at the occurrence limit of hydrogen delayed cracking increases, and the occurrence of hydrogen delayed cracking is suppressed. The effect is saturated even if it is added in excess of 0.5 wt%, so the upper limit is set to 0.5 wt%.

【0035】なおCu量を増加すると、場合によっては
Cuキズと呼ばれる表面欠陥が発生することがある。N
i添加によってCuきずの発生を防止できるが、Niは
耐水素遅れ割れ特性にとって有害な元素であるため、そ
の添加量は0.3wt%以内に制限されることが望まし
い。
When the amount of Cu is increased, a surface defect called Cu flaw may occur in some cases. N
Although the generation of Cu flaws can be prevented by the addition of i, Ni is a harmful element for the resistance to hydrogen delayed cracking, so its addition amount is preferably limited to 0.3 wt% or less.

【0036】[0036]

【実施例】【Example】

(実施例1)表1に示す本発明範囲内の成分系である鋼
A〜EとC量およびB量が本発明範囲外の鋼Fの6種の
鋼を溶製し、表2に示す本発明範囲内の熱延条件および
造管条件にて34.0φ×2.3mmtの電縫鋼管を作
製した。そして、鋼管の引張強度および前記した耐水素
遅れ割れ特性の指標である水素遅れ割れ発生限界付加歪
みΔεを測定した。
(Example 1) Steels A to E, which are the component systems within the scope of the present invention shown in Table 1, and six types of steels F having a C content and a B content outside the scope of the present invention were melted and shown in Table 2. An electric resistance welded steel pipe having a size of 34.0 φ × 2.3 mmt was produced under hot rolling conditions and pipe forming conditions within the scope of the present invention. Then, the tensile strength of the steel pipe and the additional strain Δε, which is a limit of the occurrence of hydrogen delayed cracking, which is an index of the hydrogen delayed cracking resistance, were measured.

【0037】結果を表3に示す。本発明範囲内の成分系
である鋼A〜Eは、いずれも980N/mm2 以上の強
度を示し、かつ2000μm以上の高い水素遅れ割れ発
生限界付加歪みΔεが安定して得られる。また、組織的
には、表2に示すように100%焼戻マルテンサイトで
あった。一方、C量およびB量が本発明範囲外の鋼F
は、強度上の問題はないが、水素遅れ割れ発生限界付加
歪みΔεが著しく低く、耐水素遅れ割れ特性が劣る。
Table 3 shows the results. The steels A to E, which are component systems within the scope of the present invention, all exhibit a strength of 980 N / mm 2 or more, and can stably obtain a high hydrogen lagging crack generation limit additional strain Δε of 2000 μm or more. Further, as shown in Table 2, the structure was 100% tempered martensite. On the other hand, steel F whose C content and B content are out of the range of the present invention.
Although there is no problem with strength, the additional strain Δε at which hydrogen delayed cracking occurs is extremely low, and the hydrogen delayed cracking resistance is poor.

【0038】[0038]

【表1】 [Table 1]

【0039】[0039]

【表2】 [Table 2]

【0040】[0040]

【表3】 [Table 3]

【0041】(実施例2)表1の鋼A〜Eを用い、表4
に示すような熱延条件および造管条件を種々変化させて
電縫鋼管を作製した。そして、鋼管の引張強度および水
素遅れ割れ発生限界付加歪みΔεを測定した。
Example 2 Using steels A to E in Table 1, Table 4
The ERW steel pipes were produced by changing various hot rolling conditions and pipe forming conditions as shown in FIG. Then, the tensile strength of the steel pipe and the additional strain Δε at which hydrogen delayed cracking occurred were measured.

【0042】結果を表5に示す。熱延条件、造管条件が
本発明範囲内にある電縫鋼管は、引張強度が980N/
mm2 で、かつ2000μm以上の高い水素遅れ割れ発
生限界付加歪みΔεが安定して得られる。また、組織的
には、表4に示すように80%以上の焼戻マルテンサイ
トとフェライトからなる複合組織であった。一方、熱延
条件、造管条件が本発明範囲外の試料では、引張強度が
不足したり、水素遅れ割れ発生限界付加歪みΔεが95
0μmとそれほど高くなく、かつ安定してΔεの値が得
られなかった。
Table 5 shows the results. An ERW steel pipe having hot rolling conditions and pipe forming conditions within the range of the present invention has a tensile strength of 980 N /
A high value of the additional strain Δε of mm 2 and 2000 μm or more, which is a critical limit for hydrogen delayed cracking, can be stably obtained. Further, as shown in Table 4, the composite structure was composed of 80% or more of tempered martensite and ferrite. On the other hand, in the samples in which the hot rolling conditions and the tube forming conditions are out of the range of the present invention, the tensile strength is insufficient, and the additional strain Δε at which hydrogen delayed cracking can occur is 95%.
The value of Δε was not so high as 0 μm, and the value of Δε was not stably obtained.

【0043】[0043]

【表4】 [Table 4]

【0044】[0044]

【表5】 [Table 5]

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

【図1】150〜250℃の温度範囲における保持時間
と水素遅れ割れ発生限界付加歪みΔεとの関係を示す図
である。
FIG. 1 is a diagram showing a relationship between a retention time in a temperature range of 150 to 250 ° C. and a limit additional strain Δε at which hydrogen delayed cracking occurs.

【図2】Q/(t/D)2 と水素遅れ割れ発生限界付加
歪みΔεの関係を示す図である。
FIG. 2 is a diagram showing the relationship between Q / (t / D) 2 and the additional strain Δε at which hydrogen delayed cracking occurs.

【図3】Cu添加量と割れ発生限界付加歪みΔεの変化
量との関係を示す図である。
FIG. 3 is a graph showing the relationship between the amount of added Cu and the amount of change in the additional strain Δε at which cracking occurs.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI C22C 38/22 C22C 38/22 (56)参考文献 特開 昭59−48846(JP,A) 特開 平1−205032(JP,A) 特開 平4−187319(JP,A) 特開 平6−88129(JP,A) (58)調査した分野(Int.Cl.7,DB名) B21C 37/08 C21D 38/00 - 38/60 ──────────────────────────────────────────────────続 き Continuation of the front page (51) Int.Cl. 7 Identification symbol FI C22C 38/22 C22C 38/22 (56) References JP-A-59-48846 (JP, A) JP-A-1-205503 (JP) JP-A-4-187319 (JP, A) JP-A-6-88129 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) B21C 37/08 C21D 38/00- 38/60

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 wt%で、C:0.1〜0.19、S
i:0.01〜0.5、Mn:0.8〜1.6、Cr:
0.05〜0.6、Al:0.01〜0.06、P:
0.02以下(0を含む)、S:0.003以下(0を
含む)、N:0.005以下(0を含む)、Ti:0.
015以下(0を含む)、B:0.0005〜0.00
3で、かつB量を式(1)を満足するように調整した組
成を有し、 B* ≧0.0005 (1) ただし、N≧(14/48)Tiのとき B* =B−(11/14)N+(11/48)Ti N<(14/48)Tiのとき B* =B 残部が実質的にFeおよび不可避的不純物からなる鋼の
スラブを熱間圧延するにあたり、前記鋼のAr3 変態点
の温度をTAr3 としたとき、仕上温度Tfが(TAr
3 +30)〜(TAr3 +100)℃の温度範囲になる
ように仕上温度Tfを制御して熱間圧延し、かつそのと
き30%以上の圧下率をTf〜(Tf+30)℃の温度
範囲で与えて熱間圧延し、熱間圧延後直ちに60〜20
0℃/sの冷却速度で150〜250℃の温度範囲にあ
る温度Tcまで冷却後、150℃以上前記Tc以下の温
度範囲に2秒以上滞留させ、150℃未満の温度で巻取
って熱延鋼板を作製し、前記熱延鋼板を用いて式(2)
を満たす幅絞り率Qで造管することを特徴とする耐水素
遅れ割れ特性に優れた高張力電縫鋼管の製造方法。 1000≦Q/(t/D)2 ≦3000 (2) ここで、t(mm)は熱延鋼板の板厚、D(mm)は電
縫鋼管の外径、Q(%)は幅絞り率で、式(3)で定義
される。 Q=〔(鋼板の幅−π(D−t))/π(D−t)〕×100 (3)
C. 0.1 to 0.19, S in wt%
i: 0.01 to 0.5, Mn: 0.8 to 1.6, Cr:
0.05-0.6, Al: 0.01-0.06, P:
0.02 or less (including 0), S: 0.003 or less (including 0), N: 0.005 or less (including 0), Ti: 0.
015 or less (including 0), B: 0.0005 to 0.00
3, and a composition in which the amount of B is adjusted to satisfy the expression (1). B * ≧ 0.0005 (1) where N ≧ (14/48) Ti B * = B− ( 11/14) N + (11/48) Ti When N <(14/48) Ti B * = B In hot rolling a slab of steel whose balance substantially consists of Fe and unavoidable impurities, Assuming that the temperature at the Ar 3 transformation point is TAr 3 , the finishing temperature Tf is (TAr 3)
3 + 30) to (TAr 3 +100) ° C., hot rolling is performed while controlling the finishing temperature Tf, and a rolling reduction of 30% or more is given in the temperature range of Tf to (Tf + 30) ° C. Hot rolling, and immediately after hot rolling,
After cooling to a temperature Tc in a temperature range of 150 to 250 ° C. at a cooling rate of 0 ° C./s, the steel sheet is kept in a temperature range of 150 ° C. or more and Tc or less for 2 seconds or more, and is rolled at a temperature of less than 150 ° C. A steel sheet is prepared, and using the hot-rolled steel sheet, the formula (2)
A method for producing a high-tensile-resistance electric resistance welded steel pipe having excellent resistance to delayed hydrogen cracking, characterized by forming a pipe at a width drawing rate Q satisfying the following. 1000 ≦ Q / (t / D) 2 ≦ 3000 (2) where t (mm) is the thickness of the hot-rolled steel sheet, D (mm) is the outer diameter of the ERW pipe, and Q (%) is the width reduction ratio. And is defined by equation (3). Q = [(width of steel sheet−π (D−t)) / π (D−t)] × 100 (3)
【請求項2】 鋼スラブがwt%で、Nb:0.005
〜0.03、V:0.005〜0.03のうち少なくと
も1種以上を含有することを特徴とする請求項1に記載
の耐水素遅れ割れ特性に優れた高張力電縫鋼管の製造方
法。
2. The steel slab is in wt% and Nb: 0.005.
The method for producing a high tensile strength electric resistance welded steel pipe having excellent resistance to hydrogen delayed cracking according to claim 1, characterized in that it contains at least one or more elements of from 0.03 to 0.03, V: 0.005 to 0.03. .
【請求項3】 鋼スラブがwt%で、Cu:0.05〜
0.5を含有することを特徴とする請求項1または2に
記載の耐水素遅れ割れ特性に優れた高張力電縫鋼管の製
造方法。
3. The steel slab is in wt%, and Cu: 0.05 to
The method for producing a high-tensile-resistance electric resistance welded steel pipe having excellent resistance to hydrogen delayed cracking according to claim 1, wherein the steel pipe contains 0.5.
JP07201173A 1995-08-07 1995-08-07 Manufacturing method of high-tensile-resistance electric resistance welded steel pipe excellent in hydrogen delayed cracking resistance Expired - Fee Related JP3111861B2 (en)

Priority Applications (1)

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JP07201173A JP3111861B2 (en) 1995-08-07 1995-08-07 Manufacturing method of high-tensile-resistance electric resistance welded steel pipe excellent in hydrogen delayed cracking resistance

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Application Number Priority Date Filing Date Title
JP07201173A JP3111861B2 (en) 1995-08-07 1995-08-07 Manufacturing method of high-tensile-resistance electric resistance welded steel pipe excellent in hydrogen delayed cracking resistance

Publications (2)

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JPH0947813A JPH0947813A (en) 1997-02-18
JP3111861B2 true JP3111861B2 (en) 2000-11-27

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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8747578B2 (en) 2003-12-12 2014-06-10 Jfe Steel Corporation Steel for structural part of automobile and method for producing the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8747578B2 (en) 2003-12-12 2014-06-10 Jfe Steel Corporation Steel for structural part of automobile and method for producing the same

Also Published As

Publication number Publication date
JPH0947813A (en) 1997-02-18

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