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JPH0530898B2 - - Google Patents
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JPH0530898B2 - - Google Patents

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Publication number
JPH0530898B2
JPH0530898B2 JP19224086A JP19224086A JPH0530898B2 JP H0530898 B2 JPH0530898 B2 JP H0530898B2 JP 19224086 A JP19224086 A JP 19224086A JP 19224086 A JP19224086 A JP 19224086A JP H0530898 B2 JPH0530898 B2 JP H0530898B2
Authority
JP
Japan
Prior art keywords
hydrogen
induced cracking
content
less
total length
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP19224086A
Other languages
Japanese (ja)
Other versions
JPS6347352A (en
Inventor
Kensaburo Takizawa
Haruo Kaji
Nobutsugu Takashima
Masato Shimizu
Mitsuru Ikeda
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kobe Steel Ltd
Original Assignee
Kobe Steel Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP19224086A priority Critical patent/JPS6347352A/en
Publication of JPS6347352A publication Critical patent/JPS6347352A/en
Publication of JPH0530898B2 publication Critical patent/JPH0530898B2/ja
Granted legal-status Critical Current

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  • Heat Treatment Of Steel (AREA)
  • Heat Treatment Of Sheet Steel (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

[産業上の利用分野] 本発明は耐水素誘起割れ性に優れた鋼板に関
し、さらに詳しくは、ラインパイプ、圧力容器、
タンク等に使用される引張強さ40〜70Kgf/mm2
耐水素誘起割れ性に優れた鋼板に関する。 [従来技術] 近年、湿潤硫化水素雰囲気で使用される機器、
例えば、硫化水素を含む原油や天然ガスを輸送す
るラインパイプや石油精製装置等において、所
謂、水素誘起割れに起因する事故が少なくなく、
耐水素誘起割れ性に優れた鋼板が切望されてい
る。 この水素誘起割れは、鋼の腐蝕により発生した
水素が原子状態で鋼中に侵入、拡散し、介在物と
地鉄との界面で集積、分子化することにより生じ
る水素ガスの圧力によつて発生し、これが鋼中の
偏析部に生じるバンド状の硬化組織等に沿つて伝
播するといわれている。 従つて、耐水素誘起割れ対策としては、現状、 (1) 鋼中への水素の侵入、拡散の抑制。 (2) 介在物、特に、先端の切欠効果の大きいA系
介在物の低減と形態制御。 (3) 偏析の低減、硬化組織の生成抑制。 等の方法がとられている。 そして、(1)については、例えば、特開昭50−
097515号公報に記載されているように、Cuの添
加により防蝕被膜を形成させる方法があるが、鋼
板の強度水準が高い場合や介在物量が多い場合に
は、水素誘起割れの発生を完全に抑えることがで
きず、(2)については、特開昭51−114318号公報に
示されている硫化物の形状、数を規制する方法、
特開昭55−128536号公報、特開昭54−031020号公
報等のCa、REMによりA系介在物を形態制御す
る方法があるが、鋼板の強度水準が高くなると、
水素誘起割れの発生を完全に防止することは困難
であり、(3)については、特開昭52−111815号公報
に記載してあるようにP含有量を0.006wt%以下
と極端に下げる方法があるが、コストの点で問題
があり、また、特開昭57−073162号公報に記載し
てあるように硬化組織部の硬さHv≦350とする方
法があるが、鋼板中の介在物量が多い場合には水
素誘起割れの発生を皆無とすることは困難であ
る。 勿論、これらの方法を組合せて用いることが多
いが、水素誘起割れの発生を完全に抑えるこには
工業製品の生産性、製造コストの点で充分なもの
とはいえないのが実状である。 [発明が解決しようとする問題点] 本発明は上記に説明したような従来における耐
水誘起割れに対する鋼板の種々の問題点に鑑み、
本発明者が鋭意研究を行なつた結果、水素誘起割
れの発生防止には、いたずらに科学成分や介在物
の形状・数を規制する必要はなく、介在物長さを
短く規制し、および/またはCu含有量を増加す
れば、偏析部の硬さを不必要に低くするには及ば
ず、また、偏析部の硬さが低い場合および/また
はCu含有量が多い場合は介在物長さを短くする
必要はなく、さらに、介在物長さを短く規制し、
および/または偏析部の硬さを低く規制している
場合にはCu含有量を少なくできることを見出だ
し、即ち、偏析部の硬さとCu含有量および介在
物長さの制御を組み合わせることにより、PH=5
という環境下においても水素誘起割れの発生する
ことのない耐水素誘起割れ性に優れた鋼板を開発
したのである。 [問題点を解決するための手段] 本発明に係る耐水素誘起割れ性に優れた鋼板
は、 (1) C 0.01〜0.30wt%、Si 0.02〜0.60wt%、
Mn 0.50〜2.50wt%、P 0.020wt%以下、S
0.010wt%以下、Al 0.005〜0.060wt%、Cu
0.10〜0.50wt% を含有し、残部Feおよび不可避不純物からな
る鋼を、偏析部のビツカース硬さHvと、Cu含
有量(wt%)および硬さ測定部における面積
10mm2中の長さ10μ以上のA系介在物の総長さA
(μ)、同じくB系介在物の総長さB(μ)との
関係が下記の式を満足することを特徴とする耐
水素誘起割れ性に優れた鋼板を第1の発明と
し、 Hv≦250+200×Cu−1/2×(A+B/2) (2) C 0.01〜0.30wt%、Si 0.02〜0.60wt%、
Mn 0.50〜2.50wt%、P 0.020wt%以下、S
0.010wt%以下、Al 0.005〜0.060wt%Cu
0.10〜0.50wt% を含有し、かつ、 Nb 0.005〜0.150wt%、V 0.005〜0.150wt
%、Ti 0.005〜0.150wt%、Cr 0.05〜0.50wt
%、Ni 0.05〜0.40wt%、B 0.0003〜
0.0030wt%のうちから選んだ1種または2種以
上 を含有し、さらに、 Ni/Cu≦0.8 とし、残部Feおよび不可避不純物からなる鋼
を、偏析部のビツカース硬さHvと、Cu含有量
(wt%)および硬さ測定部における面積10mm2
の長さ10μ以上のA系介在物の総長さA(μ)、
同じくB系介在物の総長さB(μ)との関係が
下記の式を満足することを特徴とする耐水素誘
起割れ性に優れた鋼板を第2の発明とし、 Hv≦250+200×Cu−1/2×(A+B/2) (3) C 0.01〜0.30wt%、Si 0.02〜0.60wt%、
Mn 0.50〜2.50wt%、P 0.020wt%以下、S
0.010wt%以下、Al 0.005〜0.060wt%Cu
0.10〜0.50wt% を含有し、かつ、 Ca 0.0005〜0.0050wt%、 REM 0.001〜0.030wt% のうちの1種または2種 を含有し、残部Feおよび不可避不純物からな
る鋼を、偏析部のビツカース硬さHvと、Cu含
有量(wt%)および硬さ測定部における面積
10mm2中の長さ10μ以上のA系介在物の総長さA
(μ)、同じくB系介在物の総長さB(μ)との
関係が下記の式を満足することを特徴とする耐
水素誘起割れ性に優れた鋼板を第3の発明と
し、 Hv≦250+200×Cu−1/2×(A+B/2) (4) C 0.01〜0.30wt%、Si 0.02〜0.60wt%、
Mn 0.50〜2.50wt%、P 0.020wt%以下、S
0.010wt%以下、Al 0.005〜0.060wt%Cu
0.10〜0.50wt% を含有し、かつ、 Nb 0.005〜0.150wt%、V 0.005〜0.150wt
%Ti 0.005〜0.150wt%、Cr 0.05〜0.50wt%、
Ni 0.05〜0.40wt%、B 0.0003〜0.0030wt%
のうちから選んだ1種または2種以上 を含有し、さらに、 Ni/Cu≦0.8 であり、そして、 Ca 0.0005〜0.0050wt%、 REM 0.001〜0.030wt% の1種または2種 を含有し、残部Feおよび不可避不純物からな
る鋼を、偏析部のビツカース硬さHvと、Cu含
有量(wt%)および硬さ測定部における面積
10mm2中の長さ10μ以上のA系介在物の総長さA
(μ)、同じくB系介在物の総長さB(μ)との
関係が下記の式を満足することを特徴とする耐
水素誘起割れ性に優れた鋼板を第4の発明とす
る Hv≦250+200×Cu−1/2×(A+B/2) 4つの発明よりなるものである。 本発明に係る耐水素誘起割れ性に優れた鋼板に
ついて以下詳細に説明する。 先ず、本発明に係る耐水素誘起割れ性に優れた
鋼板の含有成分と成分割合および硬度と介在物と
の関係について説明する。 Cは強度を確保するためには含有量は0.01wt%
以上を必要とし、また、0.30wt%を越えて含有さ
れると溶接割れ感受性が高くなる。よつて、C含
有量0.01〜0.30wt%とする。 Siは脱酸に必要な元素であり、そのためには含
有量は0.02wt%以上を必要とし、また、多量に含
有されると靭性を劣化させる。よつて、Si含有量
は0.02〜0.60wt%とする。 Mnは強度確保のために必要な元素であり、含
有量が0.50wt%未満ではこの効果は少なく、ま
た、2.50wt%を越えて含有されると溶接性が損な
われる。よつて、Mn含有量は0.50〜2.50wt%と
する。 Pは本来鋼の偏析部の硬さを上昇し、耐水素誘
起割れ性を劣化させるので好ましくないが、偏析
部の硬さと介在物長さとの関係が所定の条件を満
足する限りにおいては、特に、Pの規制は不要で
ある。しかし、溶接部の靭性の点からP含有量は
0.020wt%とする。 SはA系介在物を形成し、耐水素誘起割れ性を
害する元素であり好ましくなく、偏析部の硬さと
介在物長さの関係が所定の条件を満足する限りに
おいては、特に、Sと規制は必要ないが、靭性の
点からS含有は0.010wt%以下とする。 Alは脱酸元素として含有量は0.005wt%以上必
要であり、多量の含有は靭性の劣化を招来するの
で上限を0.060wt%に規制する。よつて、Al含有
量は0.005〜0.060wt%とする。 CuはPH≧5という環境においては耐水素誘起
割れ性の改善に効果のある元素であり、含有量が
0.10wt%未満ではこの効果が少なく、また、
0.50wt%を越えて含有されると効果が飽和し、さ
らに、熱間加工性を劣化させる。よつて、Cu含
有量は0.10〜0.50wt%とする。 Nb、V、Tiは含有量が、0.005wt%未満では
強度向上に効果が少なく、また、0.150wt%を越
えて含有されると溶接部の靭性を劣化させる。よ
つて、Nb、V、Tiの含有量は0.005〜0.15wt%と
する。 Crは含有量が0.05wt%未満では強度向上に効
厚果が少なく、また、0.50wt%を越えて含有され
ると溶接性を劣化させる。よつて、Cr含有量は
0.05〜0.50wt%とする。 Niは含有量が0.05wt%未満では強度上昇に効
果は少なく、また、0.40wt%を越えて含有される
と効果は飽和してしまい、かつ、経済性を損な
う。よつて、Ni含有量は0.05〜0.40wt%とする。
そして、Niの過度の含有はCuの耐水素誘起割れ
改善効果を阻害するので、Ni/Cu≦0.8の範囲と
する。 Bは強度を上昇させるためには0.0003wt%以上
の含有量が必要であり、また、0.0030wt%を越え
て含有されると靭性が劣化する。よつて、B含有
量は0.0003〜0.0030wt%とする。 Caは硫化物経介在物の球状化に効果のある元
素であり、含有量が0.005wt%未満ではこの効果
は少なく、また、0.0050wt%を越えて含有される
と靭性を劣化させる。よつて、Ca含有量は0.0005
〜0.0050wt%とする。 REMはCaと同様に硫化物系介在物の球状化に
効果のある元素であり、含有量は0.001wt%以上
を必要とし、また、0.030wt%を越えて含有され
ると靭性を劣化させる。よつて、REM含有量は
0.001〜0.030wt%とする。 次に、本発明に係る耐水素誘起割れ性に優れた
鋼板において、偏析部の硬さと、Cu含有量およ
び介在物長さとの関係について説明する。 水素誘起割れの発生は、PH≧5の環境下におい
ては、偏析部のビツカース硬さと硬さ測定部にお
ける面積10mm2中の長さ10μ以上のA系介在物の総
長さA(μ)、同じくB系介在物の総長さB(μ)
により制限されるものであり、即ち、第1図に示
すように、偏析部の硬さと介在物長さの異なる鋼
板を用い、PH=5の条件で96時間の水素誘起割れ
試験を行なつた結果、偏析部の硬さがHv>250+
200×Cu(wt%)であれば、長さ10μ以上のA系お
よびB系介在物が無くても水素誘起割れは発生す
る。また、偏析部の硬さがHv≦250+200×Cu
(wt%)の場合、長さ10μ以上のA系およびB系
介在物の総長さAおよびBと偏析部のビツカース
硬さHvの関係が、 Hv≦250+200×Cu(wt%)−1/2(A+B/
22を満足する場合、水素誘起割れは発生しない
が、この条件を満足しない場合には水素誘起割れ
が発生するのである。 この場合、介在物として長さ10μ未満のものを
省いた理由は、このような小さい介在物は地鉄と
の界面の面積ぎ小さく、また、介在物先端の尖鋭
度も小さく水素誘起割れに大きな影響を与えない
からである。また、B系介在物の総長さの係数を
A系介在物の総長さの係数の1/2としたのは、A
系介在物と同じ係数とした場合、偏析部硬さと介
在物長さの関係で水素誘起割れ発生の有無を良好
に整理できないのに対し、この係数を1/2とする
と第1図に示すように、この両者の関係によつて
水素誘起割れの発生を制御できるからである。ま
た、偏析部とは鋼板の中央部またはその近傍に位
置する凝固時の成分偏析部のことである。第1図
において、Cu0.45wt%で○は割れなし、●は割
れあり、Cu0.30wt%で△は割れなし、▲は割れ
あり、Cu0.15wt%で□は割れなし、■は割れあ
りを示す。 そして、水素誘起割れの発生が、偏析部の硬さ
とその位置における介在物の総長さによつて制限
される理由は未が解明されていないが、介在物と
地鉄との界面の面積、界面先端の尖鋭度、水素ガ
スの圧力の大きさ、介在物の周囲の地鉄の水素脆
化の程度に関係しているものと考えられる。 [実施例] 本発明に係る耐水素誘起割れ性に優れた鋼板の
実施例を説明する。 実施例 第1表に示す含有成分および成分割合の鋼を溶
製後、連続鋳造法または造塊法により鋳造した後
熱間圧延によつて供試鋼板を製造した。 各供試鋼板の偏析部の硬さをビツカース硬度計
(荷重100g)で測定すると共に、その部分におけ
る面積10mm2中の長さ10μ以上のA系介在文および
B系介在物の総長さを光学顕微鏡を用いて倍率
400倍で測定した。 この測定に用いた供試鋼板は、以下説明する水
素誘起割れ試験供試鋼板と同じ位置から採取し
た。 測定結果を第2表に示す。 耐水素誘起割れ性の評価は、NACE Stand
and TM−02−84に準じて行なつた。従つて、試
験に用いた溶液は、H2Sで飽和した人工海水(所
謂、BP溶液、PH=5)である。 各供試鋼板より採取した試験片を無負荷状態で
上記溶液に96時間浸漬した後、断面検鏡により水
素誘起割れの有無を判定した。 上記水素誘起割れ試験に供した試験片は、最も
偏析の大きいと考えられる位置から、第2図に示
すように採取した。試験片の形状および断面検鏡
位置を第3図に示す。試験片のサイズは、t×
20w×100lmmである。また、試験片の厚さは鋼板
の表離両面を各1mmずつ切削した。 各供試鋼板より各試験溶液当り3個の試験片を
採取し、何れの試験片においても水素誘起割れの
発生が認められない場合のみ、水素誘起割れの発
生無とし判定した。 試験結果を第2表に示す。 この第2表から明らかなように、本発明に係る
耐水素誘起割れ性に優れた鋼板においては、PH=
5のBP溶液において水素誘起割れは全く発生し
ていない。 また、本発明に係る耐水素誘起割れ性に優れた
鋼板の要件を満足していない鋼板においては何れ
も水素誘起割れが発生している。
[Industrial Application Field] The present invention relates to a steel plate with excellent hydrogen-induced cracking resistance, and more specifically, to line pipes, pressure vessels,
The present invention relates to a steel plate having a tensile strength of 40 to 70 Kgf/mm 2 and excellent resistance to hydrogen-induced cracking for use in tanks and the like. [Prior art] In recent years, equipment used in a humid hydrogen sulfide atmosphere,
For example, there are many accidents caused by so-called hydrogen-induced cracking in line pipes and oil refinery equipment that transport crude oil and natural gas containing hydrogen sulfide.
Steel sheets with excellent hydrogen-induced cracking resistance are desperately needed. This hydrogen-induced cracking is caused by the pressure of hydrogen gas generated when hydrogen generated by corrosion of the steel enters and diffuses into the steel in an atomic state, accumulates and becomes molecules at the interface between inclusions and the base steel. However, this is said to propagate along band-like hardened structures that occur in segregated areas in the steel. Therefore, the current measures to prevent hydrogen-induced cracking are: (1) suppression of hydrogen intrusion and diffusion into steel; (2) Reduction and morphology control of inclusions, especially A-based inclusions that have a large notch effect at the tip. (3) Reducing segregation and suppressing the formation of hardened structures. The following methods have been adopted. Regarding (1), for example,
As described in Publication No. 097515, there is a method of forming a corrosion-resistant coating by adding Cu, but when the strength level of the steel plate is high or the amount of inclusions is large, hydrogen-induced cracking cannot be completely suppressed. Regarding (2), the method of regulating the shape and number of sulfides disclosed in Japanese Patent Application Laid-Open No. 114318/1983
There are methods for controlling the shape of A-based inclusions using Ca and REM, such as those disclosed in JP-A-55-128536 and JP-A-54-031020, but as the strength level of the steel sheet increases,
It is difficult to completely prevent the occurrence of hydrogen-induced cracking, and for (3), there is a method to extremely reduce the P content to 0.006 wt% or less, as described in JP-A-52-111815. However, there is a problem in terms of cost, and there is a method of making the hardness of the hardened structure Hv≦350 as described in JP-A-57-073162, but the amount of inclusions in the steel sheet If there are many hydrogen-induced cracks, it is difficult to completely eliminate hydrogen-induced cracking. Of course, these methods are often used in combination, but the reality is that these methods are not sufficient in terms of productivity and manufacturing costs for industrial products to completely suppress the occurrence of hydrogen-induced cracking. [Problems to be Solved by the Invention] In view of the various problems of conventional steel plates with respect to water resistance-induced cracking as explained above, the present invention solves the following problems:
As a result of intensive research conducted by the present inventor, we have found that in order to prevent the occurrence of hydrogen-induced cracking, it is not necessary to unnecessarily restrict the chemical components or the shape and number of inclusions, but rather to restrict the length of inclusions to be short and/or Alternatively, increasing the Cu content will not unnecessarily lower the hardness of the segregated area, and if the hardness of the segregated area is low and/or the Cu content is high, the inclusion length will be reduced. There is no need to shorten the length of the inclusion, and the length of the inclusion can be regulated short.
and/or that the Cu content can be reduced if the hardness of the segregated area is controlled to be low; that is, by combining the hardness of the segregated area with control of the Cu content and inclusion length, the PH =5
We have developed a steel sheet with excellent hydrogen-induced cracking resistance that does not cause hydrogen-induced cracking even under these conditions. [Means for solving the problems] The steel plate having excellent hydrogen-induced cracking resistance according to the present invention contains (1) 0.01 to 0.30 wt% of C, 0.02 to 0.60 wt% of Si,
Mn 0.50-2.50wt%, P 0.020wt% or less, S
0.010wt% or less, Al 0.005~0.060wt%, Cu
The Vickers hardness Hv of the segregated part, the Cu content (wt%), and the area in the hardness measurement part of steel containing 0.10 to 0.50 wt% with the balance Fe and unavoidable impurities
Total length A of A-based inclusions with a length of 10μ or more in 10mm2
The first invention is a steel plate with excellent hydrogen-induced cracking resistance, characterized in that the relationship between B (μ) and the total length B (μ) of B-based inclusions satisfies the following formula: ×Cu−1/2×(A+B/2) (2) C 0.01 to 0.30wt%, Si 0.02 to 0.60wt%,
Mn 0.50-2.50wt%, P 0.020wt% or less, S
0.010wt% or less, Al 0.005~0.060wt%Cu
Contains 0.10-0.50wt%, and Nb 0.005-0.150wt%, V 0.005-0.150wt
%, Ti 0.005~0.150wt%, Cr 0.05~0.50wt
%, Ni 0.05~0.40wt%, B 0.0003~
A steel containing one or more selected from 0.0030wt%, with Ni/Cu≦0.8, and with the balance Fe and unavoidable impurities, is determined by the Vickers hardness Hv of the segregated part and the Cu content ( wt%) and the total length A (μ) of A-based inclusions with a length of 10 μ or more in an area of 10 mm 2 in the hardness measurement part,
Similarly, the second invention is a steel plate with excellent hydrogen-induced cracking resistance, characterized in that the relationship with the total length B (μ) of B-based inclusions satisfies the following formula: Hv≦250+200×Cu−1 /2×(A+B/2) (3) C 0.01~0.30wt%, Si 0.02~0.60wt%,
Mn 0.50-2.50wt%, P 0.020wt% or less, S
0.010wt% or less, Al 0.005~0.060wt%Cu
A steel containing 0.10 to 0.50 wt%, and one or two of Ca 0.0005 to 0.0050 wt%, REM 0.001 to 0.030 wt%, and the balance consisting of Fe and unavoidable impurities is heated to Hardness Hv, Cu content (wt%) and area at hardness measurement part
Total length A of A-based inclusions with a length of 10μ or more in 10mm2
(μ) and the total length B (μ) of B-based inclusions satisfies the following formula. ×Cu−1/2×(A+B/2) (4) C 0.01 to 0.30wt%, Si 0.02 to 0.60wt%,
Mn 0.50-2.50wt%, P 0.020wt% or less, S
0.010wt% or less, Al 0.005~0.060wt%Cu
Contains 0.10-0.50wt%, and Nb 0.005-0.150wt%, V 0.005-0.150wt
%Ti 0.005~0.150wt%, Cr 0.05~0.50wt%,
Ni 0.05~0.40wt%, B 0.0003~0.0030wt%
Ni/Cu≦0.8, and contains one or two of Ca 0.0005~0.0050wt% and REM 0.001~0.030wt%, The Vickers hardness Hv of the segregated part, the Cu content (wt%), and the area in the hardness measurement part of the steel consisting of the balance Fe and unavoidable impurities were measured.
Total length A of A-based inclusions with a length of 10μ or more in 10mm2
The fourth invention is a steel plate with excellent hydrogen-induced cracking resistance, characterized in that the relationship between B (μ) and the total length B (μ) of B-based inclusions satisfies the following formula: Hv≦250+200 ×Cu−1/2×(A+B/2) This invention consists of four inventions. The steel sheet with excellent hydrogen-induced cracking resistance according to the present invention will be described in detail below. First, the relationships among the components, component ratios, hardness, and inclusions of the steel sheet with excellent hydrogen-induced cracking resistance according to the present invention will be explained. The content of C is 0.01wt% to ensure strength.
Moreover, if the content exceeds 0.30wt%, the susceptibility to weld cracking increases. Therefore, the C content is set to 0.01 to 0.30 wt%. Si is an element necessary for deoxidation, and for this purpose, the content needs to be 0.02 wt% or more, and if it is contained in a large amount, the toughness will deteriorate. Therefore, the Si content is set to 0.02 to 0.60 wt%. Mn is an element necessary to ensure strength, and if the content is less than 0.50 wt%, this effect will be small, and if the content exceeds 2.50 wt%, weldability will be impaired. Therefore, the Mn content is set to 0.50 to 2.50 wt%. P is inherently undesirable because it increases the hardness of the segregated part of the steel and deteriorates the hydrogen-induced cracking resistance, but as long as the relationship between the hardness of the segregated part and the length of inclusions satisfies the predetermined conditions, it is especially , P are not required to be regulated. However, from the viewpoint of the toughness of the weld, the P content is
The content shall be 0.020wt%. S is an element that forms A-based inclusions and impairs hydrogen-induced cracking resistance, and is therefore undesirable.As long as the relationship between the hardness of the segregated part and the length of inclusions satisfies the specified conditions, it is particularly important to avoid the use of S and regulations. However, from the viewpoint of toughness, the S content should be 0.010wt% or less. As a deoxidizing element, the content of Al needs to be 0.005wt% or more, and since a large amount of content causes deterioration of toughness, the upper limit is regulated to 0.060wt%. Therefore, the Al content is set to 0.005 to 0.060 wt%. Cu is an element that is effective in improving hydrogen-induced cracking resistance in an environment where PH≧5.
This effect is small below 0.10wt%, and
If the content exceeds 0.50wt%, the effect will be saturated and hot workability will further deteriorate. Therefore, the Cu content is set to 0.10 to 0.50 wt%. If the content of Nb, V, and Ti is less than 0.005 wt%, there is little effect on improving strength, and if the content exceeds 0.150 wt%, the toughness of the weld will deteriorate. Therefore, the content of Nb, V, and Ti is set to 0.005 to 0.15 wt%. If the Cr content is less than 0.05 wt%, it will have little effect on improving strength, and if the content exceeds 0.50 wt%, it will deteriorate weldability. Therefore, the Cr content is
The content should be 0.05-0.50wt%. If the Ni content is less than 0.05 wt%, it will have little effect on increasing strength, and if it is contained in more than 0.40 wt%, the effect will be saturated and the economic efficiency will be impaired. Therefore, the Ni content is set to 0.05 to 0.40 wt%.
Since excessive Ni content inhibits the hydrogen-induced cracking improvement effect of Cu, the range is set to Ni/Cu≦0.8. In order to increase the strength, B content must be 0.0003 wt% or more, and if it is contained in excess of 0.0030 wt%, the toughness will deteriorate. Therefore, the B content is set to 0.0003 to 0.0030 wt%. Ca is an element that is effective in spheroidizing sulfide inclusions, and if the content is less than 0.005 wt%, this effect will be small, and if the content is more than 0.0050 wt%, it will deteriorate the toughness. Therefore, the Ca content is 0.0005
~0.0050wt%. Like Ca, REM is an element that is effective in spheroidizing sulfide-based inclusions, and its content needs to be 0.001 wt% or more, and if it is contained in an amount exceeding 0.030 wt%, it deteriorates toughness. Therefore, the REM content is
The content should be 0.001 to 0.030wt%. Next, in the steel sheet having excellent hydrogen-induced cracking resistance according to the present invention, the relationship between the hardness of the segregated portion, the Cu content, and the length of inclusions will be explained. The occurrence of hydrogen-induced cracking is caused by the total length A (μ) of A-based inclusions with a length of 10 μ or more in an area of 10 mm 2 in the Vickers hardness of the segregated part and the hardness measurement part in an environment with pH ≥ 5. Total length B (μ) of B-based inclusions
As shown in Figure 1, a hydrogen-induced cracking test was conducted for 96 hours at pH = 5 using steel plates with different hardnesses of segregated parts and different lengths of inclusions. As a result, the hardness of the segregated part is Hv>250+
If it is 200×Cu (wt%), hydrogen-induced cracking will occur even if there are no A-based and B-based inclusions with a length of 10 μ or more. In addition, the hardness of the segregated part is Hv≦250+200×Cu
(wt%), the relationship between the total lengths A and B of A-based and B-based inclusions with a length of 10μ or more and the Vickers hardness Hv of the segregated part is Hv≦250+200×Cu(wt%)−1/2 (A+B/
If 22 is satisfied, hydrogen-induced cracking will not occur, but if this condition is not satisfied, hydrogen-induced cracking will occur. In this case, inclusions with a length of less than 10μ were omitted because such small inclusions have a small interface area with the base steel, and the sharpness of the tips of the inclusions is also small, making them susceptible to hydrogen-induced cracking. This is because it has no effect. In addition, the coefficient of the total length of B-type inclusions was set to 1/2 of the total length coefficient of A-type inclusions.
If the coefficient is the same as that for system inclusions, it is not possible to clearly determine the presence or absence of hydrogen-induced cracking due to the relationship between the hardness of the segregated part and the length of the inclusions, whereas if this coefficient is set to 1/2, as shown in Figure 1. Second, the relationship between the two makes it possible to control the occurrence of hydrogen-induced cracking. Moreover, the segregation part refers to a part where components are segregated during solidification, which is located at or near the center of the steel sheet. In Figure 1, at Cu0.45wt%, ○ indicates no cracking, ● indicates cracking, Cu 0.30wt%, △ indicates no cracking, ▲ indicates cracking, and Cu 0.15wt%, □ indicates no cracking, and ■ indicates cracking. show. The reason why the occurrence of hydrogen-induced cracking is limited by the hardness of the segregation zone and the total length of the inclusion at that location is not yet clear, but the area of the interface between the inclusion and the base steel, the interface This is thought to be related to the sharpness of the tip, the magnitude of the hydrogen gas pressure, and the degree of hydrogen embrittlement of the steel base surrounding the inclusion. [Example] An example of a steel plate having excellent hydrogen-induced cracking resistance according to the present invention will be described. Examples Steels having the components and ratios shown in Table 1 were melted, cast by continuous casting method or ingot forming method, and then hot rolled to produce test steel plates. The hardness of the segregated portion of each test steel plate was measured using a Bitkers hardness tester (load: 100 g), and the total length of A-based inclusions and B-based inclusions with a length of 10 μ or more in the area of 10 mm 2 was measured optically. magnification using a microscope
Measured at 400x magnification. The test steel plate used for this measurement was sampled from the same location as the test steel plate for the hydrogen-induced cracking test described below. The measurement results are shown in Table 2. For evaluation of hydrogen-induced cracking resistance, use NACE Stand
and TM-02-84. Therefore, the solution used in the test was artificial seawater saturated with H 2 S (so-called BP solution, PH=5). A test piece taken from each test steel plate was immersed in the above solution for 96 hours under no load, and then the presence or absence of hydrogen-induced cracking was determined using a cross-sectional microscope. The test pieces subjected to the hydrogen-induced cracking test were taken from the position where the segregation was considered to be the largest, as shown in FIG. 2. Figure 3 shows the shape of the test piece and the position of the cross-sectional microscope. The size of the test piece is t×
It is 20w x 100lmm. In addition, the thickness of the test piece was obtained by cutting 1 mm each on both surfaces of the steel plate. Three test pieces were taken for each test solution from each test steel sheet, and only when no hydrogen-induced cracking was observed in any of the test pieces, it was determined that no hydrogen-induced cracking had occurred. The test results are shown in Table 2. As is clear from Table 2, in the steel sheet with excellent hydrogen-induced cracking resistance according to the present invention, PH=
No hydrogen-induced cracking occurred in the BP solution No. 5 at all. In addition, hydrogen-induced cracking occurs in all steel sheets that do not satisfy the requirements for a steel sheet with excellent hydrogen-induced cracking resistance according to the present invention.

【表】【table】

【表】【table】

【表】【table】

【表】 [発明の効果] 以上説明したように、本発明に係る耐水素誘起
割れ性に優れた鋼板は上記の構成であるから、PH
≧5の環境下において水素誘起割れは全く発生す
ることがない優れた耐水素誘起割れ性を有する効
果がある。
[Table] [Effects of the Invention] As explained above, the steel sheet having excellent hydrogen-induced cracking resistance according to the present invention has the above structure, so the PH
It has the effect of having excellent hydrogen-induced cracking resistance in which hydrogen-induced cracking does not occur at all under an environment of ≧5.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は水素誘起割れ発生におよぼす鋼板偏析
部の硬さとCu含有量および介在物長さの関係を
示す図、第2図は水素誘起割れ試験片の採取位置
を示す斜視図、第3図は水素誘起割れ試験片の形
状と断面検鏡位置を示す斜視図である。
Figure 1 is a diagram showing the relationship between the hardness of the segregated part of a steel sheet, Cu content, and inclusion length on the occurrence of hydrogen-induced cracking, Figure 2 is a perspective view showing the sampling position of hydrogen-induced cracking test pieces, and Figure 3 FIG. 2 is a perspective view showing the shape and cross-sectional microscope position of a hydrogen-induced cracking test piece.

Claims (1)

【特許請求の範囲】 1 C 0.01〜0.30wt%、Si 0.02〜0.60wt%、
Mn 0.50〜2.50wt%、P 0.020wt%以下、S
0.010wt%以下、Al 0.005〜0.060wt%、Cu 0.10
〜0.50wt% を含有し、残部Feおよび不可避不純物からなる
鋼を、偏析部のビツカース硬さHvと、Cu含有量
(wt%)および硬さ測定部における面積10mm2中の
長さ10μ以上のA系介在物の総長さA(μ)、同じ
くB系介在物の総長さB(μ)との関係が下記の
式を満足することを特徴とする耐水素誘起割れ性
に優れた鋼板。 Hv≦250+200×Cu−1/2×(A+B/2) 2 C 0.01〜0.30wt%、Si 0.02〜0.60wt%、
Mn 0.50〜2.50wt%、P 0.020wt%以下、S
0.010wt%以下、Al 0.005〜0.060wt%Cu 0.10〜
0.50wt% を含有し、かつ、 Nb 0.005〜0.150wt%、V 0.005〜0.150wt%、
Ti 0.005〜0.150wt%、Cr 0.05〜0.50wt%、Ni
0.05〜0.40wt%、B 0.0003〜0.0030wt%のうち
から選んだ1種または2種以上 を含有し、さらに、 Ni/Cu≦0.8 とし、残部Feおよび不可避不純物からなる鋼を、
偏析部のビツカース硬さHvと、Cu含有量(wt
%)および硬さ測定部における面積10mm2中の長さ
10μ以上のA系介在物の総長さA(μ)、同じくB
系介在物の総長さB(μ)との関係が下記の式を
満足することを特徴とする耐水素誘起割れ性に優
れた鋼板。 Hv≦250+200×Cu−1/2×(A+B/2) 3 C 0.01〜0.30wt%、Si 0.02〜0.60wt%、
Mn 0.50〜2.50wt%、P 0.020wt%以下、S
0.010wt%以下、Al 0.005〜0.060wt%Cu 0.10〜
0.50wt% を含有し、かつ、 Ca 0.0005〜0.0050wt%、 REM 0.001〜0.030wt% のうちの1種または2種 を含有し、残部Feおよび不可避不純物からなる
鋼を、偏析部のビツカース硬さHvと、Cu含有量
(wt%)および硬さ測定部における面積10mm2中の
長さ10μ以上のA系介在物の総長さA(μ)、同じ
くB系介在物の総長さB(μ)との関係が下記の
式を満足することを特徴とする耐水素誘起割れ性
に優れた鋼板。 Hv≦250+200×Cu−1/2×(A+B/2) 4 C 0.01〜0.30wt%、Si 0.02〜0.60wt%、
Mn 0.50〜2.50wt%、P 0.020wt%以下、S
0.010wt%以下、Al 0.005〜0.060wt%Cu 0.10〜
0.50wt% を含有し、かつ、 Nb 0.005〜0.150wt%、V 0.005〜0.150wt%
Ti 0.005〜0.150wt%、Cr 0.05〜0.50wt%、Ni
0.05〜0.40wt%、B 0.0003〜0.0030wt%のうち
から選んだ1種または2種以上 を含有し、さらに、 Ni/Cu≦0.8 であり、そして、 Ca 0.0005〜0.0050wt%、 REM 0.001〜0.030wt% の1種または2種 を含有し、残部Feおよび不可避不純物からなる
鋼を、偏析部のビツカース硬さHvと、Cu含有量
(wt%)および硬さ測定部における面積10mm2中の
長さ10μ以上のA系介在物の総長さA(μ)、同じ
くB系介在物の総長さB(μ)との関係が下記の
式を満足することを特徴とする耐水素誘起割れ性
に優れた鋼板。 Hv≦250+200×Cu−1/2×(A+B/2)
[Claims] 1 C 0.01-0.30wt%, Si 0.02-0.60wt%,
Mn 0.50-2.50wt%, P 0.020wt% or less, S
0.010wt% or less, Al 0.005~0.060wt%, Cu 0.10
~0.50wt%, with the remainder being Fe and unavoidable impurities. A steel plate having excellent hydrogen-induced cracking resistance, characterized in that the relationship between the total length A (μ) of A-based inclusions and the total length B (μ) of B-based inclusions satisfies the following formula. Hv≦250+200×Cu-1/2×(A+B/2) 2C 0.01-0.30wt%, Si 0.02-0.60wt%,
Mn 0.50-2.50wt%, P 0.020wt% or less, S
0.010wt% or less, Al 0.005~0.060wt%Cu 0.10~
Contains 0.50wt%, and Nb 0.005-0.150wt%, V 0.005-0.150wt%,
Ti 0.005~0.150wt%, Cr 0.05~0.50wt%, Ni
A steel containing one or more selected from 0.05 to 0.40wt% and B 0.0003 to 0.0030wt%, further satisfying Ni/Cu≦0.8, and the balance being Fe and unavoidable impurities,
The Vickers hardness Hv of the segregated area and the Cu content (wt
%) and length in area 10mm 2 at hardness measuring part
Total length A (μ) of A-based inclusions of 10μ or more, also B
A steel sheet with excellent hydrogen-induced cracking resistance, characterized in that the relationship with the total length B (μ) of system inclusions satisfies the following formula. Hv≦250+200×Cu−1/2×(A+B/2) 3 C 0.01 to 0.30wt%, Si 0.02 to 0.60wt%,
Mn 0.50-2.50wt%, P 0.020wt% or less, S
0.010wt% or less, Al 0.005~0.060wt%Cu 0.10~
The Vickers hardness of the segregated part is Hv, Cu content (wt%), total length A (μ) of A-based inclusions with a length of 10 μ or more in an area of 10 mm 2 , and total length B (μ) of B-based inclusions in the hardness measuring part. A steel plate with excellent hydrogen-induced cracking resistance, characterized in that the relationship between the two satisfies the following formula: Hv≦250+200×Cu−1/2×(A+B/2) 4 C 0.01 to 0.30wt%, Si 0.02 to 0.60wt%,
Mn 0.50-2.50wt%, P 0.020wt% or less, S
0.010wt% or less, Al 0.005~0.060wt%Cu 0.10~
Contains 0.50wt%, and Nb 0.005-0.150wt%, V 0.005-0.150wt%
Ti 0.005~0.150wt%, Cr 0.05~0.50wt%, Ni
Contains one or more selected from 0.05 to 0.40wt%, B 0.0003 to 0.0030wt%, furthermore, Ni/Cu≦0.8, and Ca 0.0005 to 0.0050wt%, REM 0.001 to 0.030. The Vickers hardness Hv of the segregated part, the Cu content (wt%), and the length of the area in the hardness measurement part of 10 mm 2 were measured. Excellent hydrogen-induced cracking resistance characterized by the relationship between the total length A (μ) of A-based inclusions having a diameter of 10 μ or more and the total length B (μ) of B-based inclusions satisfying the following formula. steel plate. Hv≦250+200×Cu−1/2×(A+B/2)
JP19224086A 1986-08-18 1986-08-18 Steel sheet having excellent resistance to hydrogen induced crack Granted JPS6347352A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19224086A JPS6347352A (en) 1986-08-18 1986-08-18 Steel sheet having excellent resistance to hydrogen induced crack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19224086A JPS6347352A (en) 1986-08-18 1986-08-18 Steel sheet having excellent resistance to hydrogen induced crack

Publications (2)

Publication Number Publication Date
JPS6347352A JPS6347352A (en) 1988-02-29
JPH0530898B2 true JPH0530898B2 (en) 1993-05-11

Family

ID=16287986

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19224086A Granted JPS6347352A (en) 1986-08-18 1986-08-18 Steel sheet having excellent resistance to hydrogen induced crack

Country Status (1)

Country Link
JP (1) JPS6347352A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2663769B2 (en) * 1991-11-12 1997-10-15 住友金属工業株式会社 Steel with excellent fatigue crack growth characteristics in wet hydrogen sulfide environment
JP3487895B2 (en) * 1994-03-22 2004-01-19 新日本製鐵株式会社 Steel plate with excellent corrosion resistance and sulfide stress cracking resistance

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Publication number Publication date
JPS6347352A (en) 1988-02-29

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