JP3265867B2 - Welded structural steel with excellent weather resistance - Google Patents

Welded structural steel with excellent weather resistance

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Publication number
JP3265867B2
JP3265867B2 JP27521594A JP27521594A JP3265867B2 JP 3265867 B2 JP3265867 B2 JP 3265867B2 JP 27521594 A JP27521594 A JP 27521594A JP 27521594 A JP27521594 A JP 27521594A JP 3265867 B2 JP3265867 B2 JP 3265867B2
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JP
Japan
Prior art keywords
steel
less
weldability
weather resistance
corrosion
Prior art date
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Expired - Fee Related
Application number
JP27521594A
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Japanese (ja)
Other versions
JPH08134587A (en
Inventor
賢逸 田中
俊弥 西村
勇 鹿毛
康人 猪原
義明 清水
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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]

【産業上の利用分野】本発明は、海岸地域に建設される
橋梁や鉄塔などの塩水が関与した腐食環境の溶接構造物
材料などに適した高耐食性の優れた溶接構造用鋼に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a welded structural steel excellent in high corrosion resistance and suitable for a welded structural material in a corrosive environment involving salt water, such as a bridge or a steel tower constructed in a coastal area.

【0002】[0002]

【従来の技術】橋梁などの鋼構造物は、その実用期間が
数十年に及ぶため、厳重な塗装を施すなどの防食処置を
とらねばならない。塗装は非常に効果の高い防食手段で
あるが、大気暴露環境においては劣化が著しいため、定
期的な補修を必要とする。しかし、近年、人件費の高騰
や塗装工の減少などにより、その補修が困難になるとい
う問題が生じている。この問題を回避するため、橋梁な
どの鋼構造物には耐候性鋼が適用される例が増えてい
る。
2. Description of the Related Art Steel structures such as bridges have a service period of several tens of years, and therefore require strict anti-corrosive measures such as strict coating. Painting is a very effective anticorrosion measure, but requires significant repairs due to its significant degradation in air-exposed environments. However, in recent years, there has been a problem that repairs become difficult due to a rise in labor costs and a decrease in the number of painters. To avoid this problem, weather resistant steel is increasingly used for steel structures such as bridges.

【0003】耐候性鋼は、大気暴露環境において、銅、
りん、クロムなどの有効元素が富化した防食性の高い安
定錆が表面を覆うことにより、著しく腐食の進展が遅く
なるというものである。その著しい耐候性の高さのた
め、耐候性鋼を使用した橋梁は、しばしば無塗装のまま
数十年間の供用に耐えることが知られている。しかし、
海岸地域や船舶のバラストタンク内のように塩分が比較
的に多い環境では、耐候性鋼の錆は安定化しにくく、実
用的な耐食性が得難いことが知られている。こうした環
境で実用に耐える鋼材を製造するため、銅、りん、クロ
ム、タングステンなどの有効元素を多量に添加するなど
の方法が、例えば特公昭51-28048号公報、特公昭57-109
41号公報、特開平3-158436号公報、特開平4-6245号公報
に開示されている。
[0003] Weather-resistant steel is made of copper,
The corrosion-resistant and stable rust, which is enriched with effective elements such as phosphorus and chromium, covers the surface, so that the progress of corrosion is significantly slowed down. Because of its remarkable weather resistance, bridges made of weather resistant steel are known to withstand decades of service, often without paint. But,
It is known that rust of weather-resistant steel is difficult to stabilize and it is difficult to obtain practical corrosion resistance in an environment where salt content is relatively high, such as in coastal areas or in ballast tanks of ships. In order to produce a steel material that can withstand practical use in such an environment, a method of adding a large amount of an effective element such as copper, phosphorus, chromium, or tungsten is disclosed in, for example, Japanese Patent Publication No. 51-28048 and Japanese Patent Publication No. 57-109.
No. 41, JP-A-3-158436, and JP-A-4-6245.

【0004】ところで、近年、建設省から耐候性鋼を日
本国内の各所に暴露腐食試験した結果が公表された。こ
の試験結果から建設省は、耐候性鋼を無塗装で使用する
ことが可能な地域として、飛来する塩分量が0.05m
dd以下の地域に限るという指針を提示している。すな
わち上記の技術によっても、飛来塩分量が0.05md
d以上の地域においては、従来製造されてきた耐候性鋼
は無塗装で使用できない。また、橋梁などの鋼構造物
は、溶接することにより建設されるが、銅、りん、クロ
ムなどの元素を多量に含有する鋼は、溶接性が著しく劣
るので、溶接前の余熱処理などにより溶接割れの発生を
防止する必要がある。すなわち、従来製造されてきた耐
候性鋼は、飛来塩分量が0.05mdd以上の地域に建
設される溶接鋼構造物に使用する場合、実用性に乏しい
ものであった。
[0004] In recent years, the results of exposure corrosion tests of weatherable steel at various locations in Japan have been published by the Ministry of Construction. Based on the test results, the Ministry of Construction has concluded that the area in which weather-resistant steel can be used without painting has a salt content of 0.05 m
It provides a guideline for limiting the area to dd and below. That is, even with the above technique, the amount of incoming salt is 0.05 md.
In regions d and above, conventionally produced weatherable steel cannot be used without painting. Also, steel structures such as bridges are constructed by welding, but steels containing a large amount of elements such as copper, phosphorus and chromium have extremely poor weldability. It is necessary to prevent the occurrence of cracks. That is, the conventionally manufactured weather-resistant steel is poor in practicality when used for a welded steel structure constructed in an area having a flying salt content of 0.05 mdd or more.

【0005】[0005]

【発明が解決しようとする課題】本発明の目的は、0.
05mdd以上10mdd未満の塩分が飛来する環境に
おいて高い耐候性を有し、かつ実用的な溶接性を有する
溶接用構造用鋼を提供することにある。
The object of the present invention is to provide a.
It is an object of the present invention to provide a structural steel for welding having high weather resistance in an environment where a salt of not less than 05 mdd and less than 10 mdd flies and having practical weldability.

【0006】[0006]

【課題を解決するための手段】本発明者らは、上記目的
を達成すべく鋼材の成分組成について鋭意検討した。そ
の結果、Moを適当な量のNiとともに添加することに
より、鋼材の耐候性を著しく向上しうること、およびM
oの量を限定することにより、溶接割れ感受性を実用的
な範囲に維持することができるとの知見を得た。これに
より、高い耐候性と溶接性を両立した鋼材の製造が可能
であることを見いだしたものである。
Means for Solving the Problems The present inventors have intensively studied the composition of steel materials to achieve the above object. As a result, by adding Mo together with an appropriate amount of Ni, the weather resistance of the steel material can be significantly improved, and M
It has been found that by limiting the amount of o, welding crack susceptibility can be maintained in a practical range. It has been found that this makes it possible to produce a steel material having both high weather resistance and weldability.

【0007】すなわち、第一の発明は、重量%で、C:
0.15%以下、Si:0.7%以下、Mn:0.10
〜2.00%、P:0.03〜0.15%、S:0.0
20%以下、Al:0.010〜0.10%,Cr:
0.10%以下、Ni:0.20〜4.0%、Cu:
0.1%以下、Mo:0.10〜4.0%を含有し、残
部がFeおよび不可避的不純物からなることを特徴とす
溶接性に優れた海岸耐候性用鋼である。
[0007] That is, the first aspect of the present invention relates to the following:
0.15% or less, Si: 0.7% or less, Mn: 0.10
2.00%, P: 0.03-0.15%, S: 0.0
20% or less, Al: 0.010 to 0.10%, Cr:
0.10% or less, Ni: 0.20 to 4.0%, Cu:
It is a coastal weathering steel excellent in weldability , characterized by containing 0.1% or less and Mo: 0.10 to 4.0%, with the balance being Fe and unavoidable impurities.

【0008】第二の発明は、重量%で、C:0.15%
以下、Si:0.7%以下、Mn:0.10〜2.00
%、P:0.03〜0.15%、S:0.020%以
下、Al:0.010〜0.10%,Cr:0.10%
以下、Ni:0.20〜4.0%、Cu:0.1%以
下、Mo:0.10〜4.0%を含有し、残部がFeお
よび不可避的不純物からなり、さらにNiとMoが、N
i+3Mo≧1.2%なる関係を満たし、かつ下記に示
す炭素当量Ceqが0.5%以下であることを特徴とす
溶接性に優れた海岸耐候性鋼である。 Ceq=C+Si/24+Mn/6+Cr/5+Ni/40+Mo/4+V/1 4
[0008] The second invention is that C: 0.15% by weight.
Hereinafter, Si: 0.7% or less, Mn: 0.10 to 2.00
%, P: 0.03 to 0.15%, S: 0.020% or less, Al: 0.010 to 0.10%, Cr: 0.10%
In the following, Ni: 0.20 to 4.0%, Cu: 0.1% or less, Mo: 0.10 to 4.0%, the balance being Fe and unavoidable impurities, and further Ni and Mo , N
A coastal weathering steel excellent in weldability , which satisfies the relationship of i + 3Mo ≧ 1.2% and has a carbon equivalent Ceq shown below of 0.5% or less. Ceq = C + Si / 24 + Mn / 6 + Cr / 5 + Ni / 40 + Mo / 4 + V / 14

【0009】[0009]

【作用】以下、添加成分の添加理由及び添加範囲の限定
理由について説明する。 C:Cは所定の強度を確保するために添加するが、0.
15%を越えると溶接性および靭性が劣化するので、上
限を0.15%とした。 Si:Siは製鋼時の脱酸剤および強度向上元素として
添加するが、過剰に添加すると靭性が著しく低下するの
で、0.7%以下とした。 Mn:Mnは所定の強度を確保するために0.10%以
上添加するが、2.00%を越えると溶接性が劣化する
ので、2.00%以下とした。 P:Pはこの発明において重要な元素であり、鋼の強度
を向上させる作用があるとともに、耐食性が向上させる
効果があるので、必要量添加する。0.03%未満の添
加では耐食性の向上に効果がなく、0.15%を越える
添加では溶接性が劣化するので、0.03〜0.15%
とした。 S:Sは耐食性に有害な元素であるので、0.020%
以下とした。 Al:Alは製鋼時の脱酸剤として0.010%以上添
加するが、過剰に添加すると腐食の起点となる介在物が
生じやすくなるので、0.10%以下とした。
The reasons for adding the additional components and the reasons for limiting the range of addition will be described below. C: C is added to secure a predetermined strength.
If it exceeds 15%, the weldability and toughness deteriorate, so the upper limit was made 0.15%. Si: Si is added as a deoxidizing agent and a strength-improving element at the time of steel making, but if added excessively, the toughness is remarkably reduced. Mn: Mn is added in an amount of 0.10% or more in order to secure a predetermined strength. However, if it exceeds 2.00%, the weldability deteriorates. P: P is an important element in the present invention, and has an effect of improving the strength of steel and an effect of improving corrosion resistance. The addition of less than 0.03% has no effect on the improvement of corrosion resistance, and the addition of more than 0.15% deteriorates the weldability.
And S: 0.020% because S is an element harmful to corrosion resistance
It was as follows. Al: Al is added in an amount of 0.010% or more as a deoxidizing agent at the time of steel making. However, if it is added excessively, inclusions serving as corrosion starting points are easily generated.

【0010】Cr:Crは、塩分の少ない環境において
は、鋼の耐食性を向上させる効果を有するため、従来製
造されてきた耐候性鋼には、積極的に添加されてきた。
しかし、本研究者らが検討したところ、Crは塩分の多
い環境においてはむしろ孔あき腐食を助長する作用があ
ることが判明した。また、Crは溶接性を著しく劣化さ
せる元素である。そのため、本発明では、基本的にはC
rは添加しない方がよい。ただし、不純物として0.1
%以下含まれる場合には本発明の効果を阻害しないので
上限を0.10%とした。 Ni:Niはこの発明において重要な元素であり、Mo
との共存により塩分の多い環境における耐食性を向上さ
せる効果がある。Niが0.20%未満の添加では効果
がなく、4%を越える添加では経済性の点で不利である
ので、0.20%〜4%とした。 Cu:Cuは耐食性を向上させる元素であるが、0.1
%を越える添加では効果が飽和し、かつ経済性の点で不
利であるので、0.1%以下とした。 Mo:Moはこの発明において重要な元素であり、Ni
との共存により塩分の多い環境における耐食性を向上さ
せる効果がある。0.10%未満の添加では効果がな
く、4%を越える添加では、経済性の点で不利であるの
で、0.10%〜4%とした。
[0010] Cr: Cr has the effect of improving the corrosion resistance of steel in an environment with a low salt content, and therefore has been positively added to conventionally produced weathering steel.
However, examinations by the present researchers have revealed that Cr has an effect of promoting perforated corrosion in an environment with a high amount of salt. Cr is an element that significantly deteriorates weldability. Therefore, in the present invention, basically, C
It is better not to add r. However, 0.1 as an impurity
%, The effect of the present invention is not impaired, so the upper limit was made 0.10%. Ni: Ni is an important element in the present invention.
Has the effect of improving corrosion resistance in an environment with a high salt content. Addition of less than 0.20% of Ni has no effect, and addition of more than 4% is disadvantageous in terms of economy, so it was set to 0.20% to 4%. Cu: Cu is an element that improves corrosion resistance.
%, The effect saturates and is economically disadvantageous. Mo: Mo is an important element in the present invention,
Has the effect of improving corrosion resistance in an environment with a high salt content. Addition of less than 0.10% has no effect, and addition of more than 4% is disadvantageous in terms of economy, so it was set to 0.10% to 4%.

【0011】ここで、NiとMoの耐食性に与える効果
の詳細は、明らかではないが、次のように考えられる。
Moは錆の凋密性を高め、水分や塩分といった腐食因子
が鋼表面に接触するのを妨げる効果があると考えられ
る。その一方、Moは錆を脆くする性質があり、クラッ
クなどの欠陥が生じやすくなる。Niは割れやすい錆の
性質を改善し、クラックなどの欠陥を生じにくくする性
質がある。これら2つの異なる性質による相乗効果が発
揮されるため、Moを適当な量のNiとともに添加する
ことにより、耐食性が著しく改善すると考えられる。
The effect of Ni and Mo on the corrosion resistance is not clear, but is considered as follows.
Mo is considered to have an effect of increasing the rusting property of rust and preventing corrosion factors such as moisture and salt from coming into contact with the steel surface. On the other hand, Mo has the property of making rust brittle, and defects such as cracks are likely to occur. Ni has the property of improving the property of rust that is easily cracked and making it difficult to generate defects such as cracks. Since a synergistic effect is exhibited by these two different properties, it is considered that by adding Mo together with an appropriate amount of Ni, the corrosion resistance is remarkably improved.

【0012】Moは、0.20%以上のNiとともに添
加すると耐食性の効果が現れるが、 Ni+3Mo<1.2% では効果が十分でないので、 Ni+3Mo≧1.2% に限定した。
When Mo is added together with 0.20% or more of Ni, the effect of corrosion resistance appears. However, if Ni + 3Mo <1.2%, the effect is not sufficient, so that Mo is limited to Ni + 3Mo ≧ 1.2%.

【0013】さらに、溶接性を実用的水準とするため、
炭素当量(Ceq)の上限を0.5%とした。すなわ
ち、 Ceq=C+Si/24+Mn/6+Cr/5+Ni/40+Mo/4+V/14 ≦0.5 この発明鋼は、転炉または電気炉で溶製し、次いで連続
鋳造または造塊→分塊法によってスラブとしたのち、圧
延により鋼板または形鋼とする方法により製造するのに
適しているが、他の方法によっても製造可能である。ま
た、圧延後、放冷または加速冷却する方法や、制御圧延
等、処理方法は特定せずに製造することができる。
Further, in order to make the weldability a practical level,
The upper limit of the carbon equivalent (Ceq) was set to 0.5%. That is, Ceq = C + Si / 24 + Mn / 6 + Cr / 5 + Ni / 40 + Mo / 4 + V / 14 ≦ 0.5 This invention steel is melted in a converter or an electric furnace and then continuously cast or It is suitable to be manufactured by a method of forming a slab by the ingot-bulking method and then into a steel plate or a shaped steel by rolling, but it can also be manufactured by other methods. In addition, after rolling, it can be manufactured without specifying a processing method such as a method of cooling or accelerated cooling and a method of controlled rolling.

【0014】[0014]

【実施例】表1に示す成分組成の鋼塊を作製し、熱間圧
延により3mm厚の鋼板とし、室温まで放冷し、得られ
た供試材について図1に示す複合サイクル腐食試験を実
施した。図2は、沖縄の宮古島で実施した暴露試験結果
から作成した暴露期間と最大孔あき深さとの関係を示
す。沖縄の宮古島の飛来塩分量は、0.5〜1mdd程
度なので、本発明鋼の適用範囲の中でも標準的な暴露地
である。図3は、本発明鋼Hの複合サイクル試験の結果
を示す。図2及び図3のグラフの相似性から、複合サイ
クル試験が、暴露試験に代わる試験として妥当なものと
いえる。すなわち、複合サイクル試験での耐候性の優れ
たものは、0.05〜10mddの塩分が飛来する環境
下でも、耐候性が優れると考えられる。
EXAMPLE A steel ingot having the composition shown in Table 1 was prepared, a steel plate having a thickness of 3 mm was formed by hot rolling, allowed to cool to room temperature, and the obtained test material was subjected to a combined cycle corrosion test shown in FIG. did. FIG. 2 shows the relationship between the exposure period and the maximum drilling depth created from the results of an exposure test conducted on Miyakojima, Okinawa. Since the amount of incoming salt of Miyakojima in Okinawa is about 0.5 to 1 mdd, it is a standard exposure area in the applicable range of the steel of the present invention. FIG. 3 shows the results of the combined cycle test of the steel H of the present invention. The similarity between the graphs of FIGS. 2 and 3 indicates that the combined cycle test is appropriate as a test replacing the exposure test. That is, those having excellent weather resistance in the combined cycle test are considered to have excellent weather resistance even in an environment where a salt content of 0.05 to 10 mdd flies.

【0015】図4は複合サイクル腐食試験により供試材
の最大孔あき深さの値を、炭素当量の値とともに示した
ものである。比較鋼N〜Wは、最大孔あきが深さが0.
5mm以上あり耐食性が劣る。比較鋼Xは最大孔あき深
さが比較的に小さく、耐食性が優れるが、炭素当量が
0.68%に達するため、実用的な溶接性がない。一
方、発明鋼A〜は、耐食性および溶接性がともに良好
であることが判る。
FIG. 4 shows the value of the maximum perforated depth of the test material together with the value of the carbon equivalent by the combined cycle corrosion test . The ratio較鋼N~W the maximum apertured depth is 0.
Corrosion resistance is inferior because of 5 mm or more. Comparative steel X has a relatively small maximum piercing depth and is excellent in corrosion resistance, but has no practical weldability because the carbon equivalent reaches 0.68%. On the other hand, it can be seen that Invention Steels A to M both have good corrosion resistance and good weldability.

【0016】[0016]

【表1】 [Table 1]

【0017】[0017]

【発明の効果】以上の実施例から明らかなように、本発
明によれば、最大孔あき深さの値が高いので、高い耐候
性を有し、また炭素当量が低いので溶接性が維持され
る。従って、この発明によれば、0.05mdd以上1
0mdd未満の塩分が飛来する環境において高い耐候性
を有し、実用的な溶接性を有する溶接用構造用鋼を経済
的に製造することができる。
As is clear from the above examples, according to the present invention, the value of the maximum perforation depth is high, so that it has high weather resistance, and since the carbon equivalent is low, the weldability is maintained. You. Therefore, according to the present invention, 0.05 mdd or more and 1
It is possible to economically produce a structural steel for welding that has high weather resistance in an environment where a salt content of less than 0 mdd comes and has practical weldability.

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

【図1】複合サイクル腐食試験の試験条件を示す図。FIG. 1 is a view showing test conditions of a combined cycle corrosion test.

【図2】沖縄の宮古島で実施した暴露試験結果から作成
した暴露期間と最大孔あき深さとの関係を示す図。
FIG. 2 is a diagram showing the relationship between the exposure period and the maximum perforated depth created from the results of an exposure test conducted on Miyako Island in Okinawa.

【図3】本発明鋼Hの複合サイクル試験の結果を示す
図。
FIG. 3 is a view showing a result of a combined cycle test of the steel H of the present invention.

【図4】各供試材が複合サイクル腐食試験により生じた
孔あき腐食の最大深さを示す図。
FIG. 4 is a diagram showing the maximum depth of perforated corrosion of each test material caused by a combined cycle corrosion test.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 猪原 康人 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (72)発明者 清水 義明 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (56)参考文献 特開 昭57−2865(JP,A) (58)調査した分野(Int.Cl.7,DB名) C22C 38/00 C22C 38/44 C22C 38/58 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Yasuhito Inohara 1-2-1, Marunouchi, Chiyoda-ku, Tokyo Inside Nippon Kokan Co., Ltd. (72) Inventor Yoshiaki Shimizu 1-2-1, Marunouchi, Chiyoda-ku, Tokyo Japan (56) References JP-A-57-2865 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) C22C 38/00 C22C 38/44 C22C 38/58

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 重量%で、C:0.15%以下、Si:
0.7%以下、Mn:0.10〜2.00%、P:0.
03〜0.15%、S:0.020%以下、Al:0.
010〜0.10%,Cr:0.10%以下、Ni:
0.20〜4.0%、Cu:0.1%以下、Mo:0.
10〜4.0%を含有し、残部がFeおよび不可避的不
純物からなることを特徴とする溶接性に優れた海岸耐候
性用鋼。
C. 0.15% or less by weight, Si:
0.7% or less, Mn: 0.10-2.00%, P: 0.
03-0.15%, S: 0.020% or less, Al: 0.
010 to 0.10%, Cr: 0.10% or less, Ni:
0.20-4.0%, Cu: 0.1% or less, Mo: 0.
Containing from 10 to 4.0%, the balance being excellent in weldability, characterized in that it consists of Fe and unavoidable impurities coast weather
Sex steel.
【請求項2】 重量%で、C:0.15%以下、Si:
0.7%以下、Mn:0.10〜2.00%、P:0.
03〜0.15%、S:0.020%以下、Al:0.
010〜0.10%,Cr:0.10%以下、Ni:
0.20〜4.0%、Cu:0.1%以下、Mo:0.
10〜4.0%を含有し、残部がFeおよび不可避的不
純物からなり、さらにNiとMoが、 Ni+3Mo≧1.2%なる関係を満たし、かつ下記に
示す炭素当量(Ceq)が0.5%以下であることを特
徴とする溶接性に優れた海岸耐候性鋼。 Ceq=C+Si/24+Mn/6+Cr/5+Ni/40+Mo/4+V/1 4
2. In% by weight, C: 0.15% or less, Si:
0.7% or less, Mn: 0.10-2.00%, P: 0.
03-0.15%, S: 0.020% or less, Al: 0.
010 to 0.10%, Cr: 0.10% or less, Ni:
0.20-4.0%, Cu: 0.1% or less, Mo: 0.
10 to 4.0%, the balance being Fe and unavoidable impurities, and Ni and Mo satisfying the relationship of Ni + 3Mo ≧ 1.2%, and having a carbon equivalent (Ceq) of 0.5 % Or less, which is excellent in weldability. Ceq = C + Si / 24 + Mn / 6 + Cr / 5 + Ni / 40 + Mo / 4 + V / 14
JP27521594A 1994-11-09 1994-11-09 Welded structural steel with excellent weather resistance Expired - Fee Related JP3265867B2 (en)

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Application Number Priority Date Filing Date Title
JP27521594A JP3265867B2 (en) 1994-11-09 1994-11-09 Welded structural steel with excellent weather resistance

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JP3265867B2 true JP3265867B2 (en) 2002-03-18

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Publication number Priority date Publication date Assignee Title
US6258181B1 (en) 1998-08-05 2001-07-10 Nippon Steel Corporation Structural steel excellent in wear resistance and fatigue resistance property and method of producing the same
JP2002309335A (en) * 2001-04-10 2002-10-23 Nkk Corp Weather-resistant, fireproof steel for welding and production method therefor
JP4791226B2 (en) * 2006-03-31 2011-10-12 Jfeスチール株式会社 Hydrated cured body having reinforcing bars excellent in neutralization resistance and salt damage resistance and method for producing the same
JP4827580B2 (en) * 2006-03-31 2011-11-30 Jfeスチール株式会社 Hydrated hardened body with reinforcing bars with excellent neutralization resistance and salt damage resistance
JP4796419B2 (en) * 2006-03-31 2011-10-19 Jfeスチール株式会社 Hydrated cured body having reinforcing bars excellent in neutralization resistance and salt damage resistance and method for producing the same

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