JP2007119861A - Method for producing high tensile-strength steel for welding structure excellent in high temperature strength and low temperature toughness - Google Patents

Method for producing high tensile-strength steel for welding structure excellent in high temperature strength and low temperature toughness Download PDF

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JP2007119861A
JP2007119861A JP2005314203A JP2005314203A JP2007119861A JP 2007119861 A JP2007119861 A JP 2007119861A JP 2005314203 A JP2005314203 A JP 2005314203A JP 2005314203 A JP2005314203 A JP 2005314203A JP 2007119861 A JP2007119861 A JP 2007119861A
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JP4709632B2 (en
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Yoshiyuki Watabe
義之 渡部
Ryuji Uemori
龍治 植森
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Nippon Steel Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for producing a high tensile-strength steel for welding structure, excellent in high temperature strength and low temperature toughness, as various kinds of the steel for welding steel structure. <P>SOLUTION: This producing method of the high tensile strength steel for welding structure, is as the followings, that is, a cast slab or a steel slab containing 0.005-0.05% C, ≤0.40%Si, 0.8-2.0% Mn, ≤0.020% P, ≤0.010% S, 0.03-0.30% and 2 times or more of C content to Nb, ≤0.060% Al, 0.001-0.006% N and if necessary, one or more kinds among specific contents of V, Ti, Ni, Cu, Cr, B, Mg, Ca, REM and substantially no content of Mo, and ≤0.16% P<SB>CM</SB>value, is heated to 1000-1300°C and after finishing hot-rolling at the temperature of ≥750°C as ≥30% accumulated rolling reduction ratio at austenite non-recrystallizing temperature range, an accelerating cooling is started from the temperature of ≥680°C and this cooling is stopped at the temperature of ≤350°C. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法に関するものである。   The present invention relates to a method for producing a high-strength steel for welded structures that is excellent in high-temperature strength and low-temperature toughness.

高温耐力の確保を目的とした建築用途でのいわゆる耐火鋼は、特開平2−77523号公報などをはじめとして多くの技術が開示されている。しかし、そのほとんどはMoを含有するものである。確かに、Moは、鋼の高温耐力を確保する上で極めて有効な元素であるが、同時に高価な元素でもある。   A number of techniques have been disclosed for so-called fire-resistant steel in architectural applications aimed at securing high-temperature proof stress, including Japanese Patent Application Laid-Open No. 2-77523. However, most of them contain Mo. Certainly, Mo is an element that is extremely effective in securing the high-temperature proof stress of steel, but is also an expensive element.

ところで、JIS等で規格化されている一般の構造用鋼は、約350℃から強度低下するため、その許容温度は約500℃となっている。すなわち、ビルや事務所、住居、立体駐車場などの建築物に前記の鋼材を用いた場合は、火災時における安全性を確保するため、十分な耐火被覆を施すことが義務付けられており、建築関連諸法令では、火災時に鋼材温度が350℃以上にならないように規定されている。これは、前記鋼材では、350℃程度で耐力が常温の2/3程度になり、必要な強度を下回るためである。このため、一般鋼材を建造物に利用する場合、火災時において鋼材の温度が350℃に達しないように耐火被覆を施す必要がある。したがって、耐火鋼製造においては、一般鋼+耐火被覆ならびにその施工コストに見合うものであることが前提となる。
特開平2−77523号公報
By the way, since the strength of general structural steel standardized by JIS or the like decreases from about 350 ° C., the allowable temperature is about 500 ° C. In other words, when the steel materials described above are used for buildings such as buildings, offices, residences, and multistory parking lots, it is obliged to provide sufficient fireproof coating to ensure safety in the event of a fire. Related laws and regulations stipulate that the temperature of steel materials does not exceed 350 ° C in the event of a fire. This is because the steel material has a yield strength of about 2/3 of room temperature at about 350 ° C., which is lower than the required strength. For this reason, when using a general steel material for a building, it is necessary to apply a fireproof coating so that the temperature of the steel material does not reach 350 ° C. during a fire. Therefore, in the manufacture of refractory steel, it is assumed that the steel is suitable for general steel + refractory coating and its construction cost.
Japanese Patent Laid-Open No. 2-77523

ところが、高温耐力維持を目的として一般に添加されるMoは市況変化が大きく、添加量にもよるが、耐火被覆コストと見合わない状況も出てくることもある。このため、Moを添加しない安価な高温強度保証鋼の開発・実用化が待たれていた。   However, Mo, which is generally added for the purpose of maintaining high-temperature proof stress, has a large change in market conditions, and depending on the amount of addition, there may be a situation that does not match the fireproof coating cost. For this reason, the development and commercialization of inexpensive high-temperature strength-guaranteed steel not containing Mo has been awaited.

本発明は、上記事情に鑑みてなされたものであり、市況変動の大きいMoを添加せずに優れた高温強度とともに鋼材の基本性能の一つである低温靭性にも優れる溶接構造用高張力鋼を得るため、比較的低いCと比較的高いNbをベースに鋼成分を溶接割れ感受性組成PCMとともに特定範囲に限定し、さらに製造方法を限定することで、工業的に安定して、しかも低コストで供給可能な方法を提供するものである。 The present invention has been made in view of the above circumstances, and is a high-strength steel for welded structures that is excellent in low-temperature toughness, which is one of the basic performances of steel materials, as well as excellent high-temperature strength without adding Mo with large market fluctuations. to obtain a steel component limited to a specific range with weld crack susceptibility composition P CM based on relatively high Nb and relatively low C, further by limiting the manufacturing method, industrially stable, yet low A method that can be supplied at a low cost is provided.

本発明は、高温耐力確保・維持にきわめて有効なために通常用いられるMoを添加することなく、高温耐力を安定して確保するため、比較的高いNb添加によるNb析出物(炭窒化物)を利用するものである。Moを含有しない高温耐力保証鋼は、それ自体きわめて画期的であると同時に、焼入性の高いMoを含有しないことで、溶接構造用鋼としての基本性能(強度、靭性)はもちろん、溶接性やガス切断性をもかえって向上させることにもつながる。そして本発明によれば、火災時など高温にさらされる環境でも十分な耐力を有する溶接構造用高張力鋼が大量かつ安価に供給できるため、種々の用途の広範な溶接鋼構造物の安全性向上に資することが可能になる。
本願発明は、Nb、Moのみならず、C、Si、Mnをはじめとする個々の合金元素量およびPCMを限定し、さらに製造条件を限定することで、溶接構造用鋼としての各種使用性能はもちろん、優れた高温強度と低温靭性を両立させたものであり、その要旨は以下の通りである。
In the present invention, Nb precipitates (carbonitrides) by relatively high Nb addition are used to stably secure high-temperature proof stress without adding Mo that is usually used because it is extremely effective for securing and maintaining high-temperature proof stress. It is what you use. High-temperature proof strength steel that does not contain Mo is extremely innovative in itself. At the same time, it does not contain Mo, which has high hardenability, so that the basic performance (strength and toughness) of welded steel is not to mention. This also leads to an improvement in gas and gas cutting properties. And according to the present invention, a large amount of high-strength steel for welded structures that has sufficient proof strength even in environments exposed to high temperatures such as fires can be supplied in large quantities and at low cost, thus improving the safety of a wide range of welded steel structures for various applications. It becomes possible to contribute to.
The present invention, Nb, not only Mo, C, Si, limiting the individual amounts of alloying elements and P CM, including Mn, by further limiting the production conditions, various use performance as welding structural steel Of course, the high temperature strength and the low temperature toughness are compatible, and the gist thereof is as follows.

本発明の高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法は、成分が質量%で、C:0.005%以上0.05%、Si:0.40%以下、Mn:0.8%以上2.0%、P:0.020%以下、S:0.010%以下、Nb:0.03%以上0.30%かつNb≧2C、Al:0.060%以下、N:0.001%以上0.006%、さらに、Moが不可避的不純物として含有する程度の0.03%以下で、実質的にMoを含有せず、残部が鉄および不可避的不純物からなり、PCM=C+Si/30+Mn/20+Cu/20+Ni/60+Cr/20+Mo/15+V/10+5Bで定義されるPCM値が0.16%以下である鋳片または鋼片を、1000℃以上1300℃以下の温度に加熱し、オーステナイト未再結晶温度域での累積圧下量を30%以上として750℃以上の温度で熱間圧延を終了した後、680℃以上の温度から加速冷却を開始し、350℃以下の温度で加速冷却を停止することを特徴とする。 In the method for producing a high-strength steel for welded structure having excellent high-temperature strength and low-temperature toughness according to the present invention, the components are mass%, C: 0.005% or more, 0.05%, Si: 0.40% or less, Mn: 0 0.8% to 2.0%, P: 0.020% or less, S: 0.010% or less, Nb: 0.03% to 0.30% and Nb ≧ 2C, Al: 0.060% or less, N : 0.001% or more and 0.006%, and further 0.03% or less of the extent that Mo is contained as an unavoidable impurity, substantially does not contain Mo, the balance is made of iron and unavoidable impurities, P CM = C + a Si / 30 + Mn / 20 + Cu / 20 + Ni / 60 + Cr / 20 + Mo / 15 + V / 10 + P CM value defined by 5B is below 0.16% slab or billet is heated to a temperature of 1000 ° C. or higher 1300 ° C. or less Austenite unrecrystallized After completing the hot rolling at a temperature of 750 ° C. or higher with the cumulative reduction in the range of 30% or higher, start the accelerated cooling from a temperature of 680 ° C. or higher and stop the accelerated cooling at a temperature of 350 ° C. or lower. It is characterized by.

また本発明の高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法においては、上記の成分に加えて質量%で、V:0.01%以上0.20%、Ti:0.005%以上0.025%、の範囲でこれら1種または2種の元素がさらに含有されていることが好ましい。
更に本発明の高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法においては、さらに質量%で、Ni:0.05%以上0.50%、Cu:0.05%以上0.50%、Cr:0.05%以上0.50%、B:0.0002%以上0.003%、Mg:0.0002%以上0.005%、の範囲でこれら1種または2種以上の元素が含有されていることが好ましい。
更にまた本発明の高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法においては、さらに質量%で、Ca:0.0005%以上0.004%、REM:0.0005%以上0.008%、の範囲でこれら1種または2種の元素が含有されていることが好ましい。
Moreover, in the manufacturing method of the high strength steel for welded structures which is excellent in the high temperature strength and low temperature toughness of this invention, in addition to said component, it is mass%, V: 0.01% or more and 0.20%, Ti: 0.005 It is preferable that these 1 type or 2 types of elements are further contained in the range of% or more and 0.025%.
Furthermore, in the method for producing a high-strength steel for welded structures having excellent high-temperature strength and low-temperature toughness according to the present invention, Ni: 0.05% to 0.50%, Cu: 0.05% to 0.50 %, Cr: 0.05% to 0.50%, B: 0.0002% to 0.003%, Mg: 0.0002% to 0.005% Is preferably contained.
Furthermore, in the method for producing a high-strength steel for welded structure excellent in high-temperature strength and low-temperature toughness according to the present invention, Ca: 0.0005% or more and 0.004%, REM: 0.0005% or more, and 0.000%. It is preferable that these 1 type or 2 types of elements are contained in the range of 008%.

本発明により、高温強度と低温靭性に優れた溶接構造用高張力鋼が大量かつ安価に提供できるようになった。その結果、建築構造用として、耐火被覆の軽減または省略が可能となった。また、建築以外の用途においても、強度、靭性などの基本性能を具備した上で、さらに高温強度をも具備したため、高温に晒される可能性のある溶接構造物用鋼として、構造物の安全性を一段と高めることができるようになった。   According to the present invention, high-strength steel for welded structures having excellent high-temperature strength and low-temperature toughness can be provided in large quantities at low cost. As a result, it has become possible to reduce or omit the fireproof coating for building structures. In addition to the basic properties such as strength and toughness in applications other than construction, it also has high-temperature strength, so it can be used as a steel for welded structures that may be exposed to high temperatures. Can be further improved.

以下、本発明の実施の形態について説明する。
本発明に係る高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法は、特定の組成の鋳片または鋼片を、1000〜1300℃の温度に加熱し、オーステナイト未再結晶温度域での累積圧下量を30%以上として750℃以上の温度で熱間圧延を終了した後、680℃以上の温度から加速冷却を開始し、350℃以下の温度で加速冷却を停止する、というものである。以下、本発明に係る溶接構造用高張力鋼の製造方法について、詳細に説明する。
Hereinafter, embodiments of the present invention will be described.
The method for producing a high-strength steel for welded structure excellent in high-temperature strength and low-temperature toughness according to the present invention comprises heating a slab or steel slab of a specific composition to a temperature of 1000 to 1300 ° C., and in an austenite non-recrystallization temperature range. After completing hot rolling at a temperature of 750 ° C. or higher with the cumulative reduction amount of 30% or higher, start accelerated cooling from a temperature of 680 ° C. or higher and stop accelerated cooling at a temperature of 350 ° C. or lower. is there. Hereinafter, the manufacturing method of the high strength steel for welded structures which concerns on this invention is demonstrated in detail.

本発明に係る鋳片または鋼片は、例えば、転炉において成分調整がなされ、連続鋳造法により鋳造されてなるものであって、C:0.005%以上0.05%、Si:0.40%以下、Mn:0.8%以上2.0%、P:0.020%以下、S:0.010%以下、Nb:0.03%以上0.30%かつNb≧2C、Al:0.060%以下、N:0.001%以上0.006%、さらに、Moが不可避的不純物として含有する程度の0.03%以下で、実質的にMoを含有せず、残部が鉄および不可避的不純物からなるものである。ここで、REMとは希土類元素である。
また、本発明に係る鋳片または鋼片は、PCM=C+Si/30+Mn/20+Cu/20+Ni/60+Cr/20+Mo/15+V/10+5Bで定義される溶接割れ感受性組成PCM値が0.16%以下となるものである。
以下、鋼成分の限定理由並びに溶接割れ感受性組成PCM値について説明する。
The slab or steel slab according to the present invention is, for example, a component adjusted in a converter and cast by a continuous casting method. C: 0.005% or more, 0.05%, Si: 0.00. 40% or less, Mn: 0.8% or more, 2.0%, P: 0.020% or less, S: 0.010% or less, Nb: 0.03% or more, 0.30% and Nb ≧ 2C, Al: 0.060% or less, N: 0.001% or more and 0.006%, and further 0.03% or less to the extent that Mo is contained as an inevitable impurity, substantially not containing Mo, with the balance being iron and It consists of inevitable impurities. Here, REM is a rare earth element.
Moreover, the slab or billet according to the present invention, P CM = C + Si / 30 + Mn / 20 + Cu / 20 + Ni / 60 + Cr / 20 + Mo / 15 + V / 10 + 5B weld crack susceptibility composition P is defined by CM value is 0.16% or less Is.
The following describes reasons for limitations and weld crack susceptibility composition P CM value of the steel component.

Cは、高張力鋼としてはきわめて低いレベルに限定しており、本発明の特徴の一つである。これは、後述する他の成分とともに製造方法とも密接に関係している。鋼成分の中でもCは鋼材の特性に最も大きな影響を及ぼすもので、下限0.005%は強度確保や溶接などの熱影響部が必要以上に軟化することのないようにするための最小量である。しかし、C量が多すぎると焼入性が必要以上に上がり、鋼材が本来有すべき強度、靱性のバランス、溶接性などに悪影響を及ぼしたり、さらに、後述する比較的低温で加速冷却を停止する本発明に係る製造方法においては、鋼材表層の極端な硬化や板厚断面方向の材質変動を抑えるため、上限を0.05%とした。   C is limited to a very low level as a high-strength steel, and is one of the features of the present invention. This is closely related to the manufacturing method together with other components described later. Among steel components, C has the greatest effect on the properties of steel materials, and the lower limit of 0.005% is the minimum amount to ensure that heat-affected zones such as securing strength and welding are not softened more than necessary. is there. However, if the amount of C is too large, hardenability will increase more than necessary, adversely affect the strength, toughness balance, weldability, etc. that steel materials should have, and stop accelerated cooling at a relatively low temperature, which will be described later. In the manufacturing method according to the present invention, the upper limit was made 0.05% in order to suppress the extreme hardening of the steel surface layer and the material variation in the plate thickness cross-sectional direction.

Siは、脱酸上鋼に含まれる元素であるが、多く添加すると溶接性、HAZ靭性が劣化するため、上限を0.40%に限定した。鋼の脱酸はTi、Alのみでも十分可能であり、HAZ靱性、焼入性などの観点から低いほど好ましく、このようなことからSiは必ずしも添加する必要はない。   Si is an element contained in the deoxidized upper steel, but if added in a large amount, weldability and HAZ toughness deteriorate, so the upper limit was limited to 0.40%. Deoxidation of steel can be sufficiently performed only with Ti and Al, and is preferably as low as possible from the viewpoints of HAZ toughness, hardenability, and the like. Therefore, Si does not necessarily need to be added.

Mnは、常温の強度、靭性を確保する上で不可欠な元素であり、その下限は0.8%である。しかし、Mn量が多すぎると焼入性が上昇して溶接性、HAZ靭性を劣化させるだけでなく、連続鋳造スラブの中心偏析を助長するので上限を2.0%とした。   Mn is an element indispensable for securing the strength and toughness at room temperature, and its lower limit is 0.8%. However, if the amount of Mn is too large, not only the hardenability is increased and the weldability and HAZ toughness are deteriorated, but also the center segregation of the continuously cast slab is promoted, so the upper limit was made 2.0%.

Pは、本発明鋼においては不純物であり、P量の低減はHAZにおける粒界破壊を減少させる傾向があるため、少ないほど好ましい。含有量が多いと母材、溶接部の低温靭性を劣化させるため上限を0.020%とした。   P is an impurity in the steel of the present invention, and a reduction in the amount of P tends to reduce the grain boundary fracture in the HAZ, so the smaller the better. If the content is large, the low temperature toughness of the base metal and the welded portion is deteriorated, so the upper limit was made 0.020%.

Sは、Pと同様本発明鋼においては不純物であり、母材の低温靭性の観点からは少ないほど好ましい。含有量が多いと母材、溶接部の低温靭性を劣化させるため上限を0.010%とした。   S, like P, is an impurity in the steel of the present invention, and is preferably as small as possible from the viewpoint of the low temperature toughness of the base material. If the content is large, the low temperature toughness of the base metal and the welded portion is deteriorated, so the upper limit was made 0.010%.

Nbは、本発明における最も重要な元素の一つである。なぜなら、Moフリーの本発明鋼においては、高温耐力確保のためNbの析出物(炭窒化物)を利用しているからである。常温強度をNb析出物による析出硬化で増加させるためには、比較的少ない量で良いが、高温時の耐力を確保するためには、0.03%以上で、かつ、少なくともC量の2倍以上のNb含有が必要である。上限については、必ずしも限界を見極めたわけではないが、本発明者らの実験により、溶接部の大幅な靭性劣化を招かない範囲として、本発明では0.30%とした。なお、Nb添加は、オーステナイトの未再結晶温度を上昇させ、熱間圧延時の制御圧延の効果を最大限に発揮することにも寄与する。   Nb is one of the most important elements in the present invention. This is because the Mo-free steel of the present invention uses Nb precipitates (carbonitrides) to ensure high-temperature proof stress. In order to increase the normal temperature strength by precipitation hardening with Nb precipitates, a relatively small amount is sufficient, but in order to ensure the yield strength at high temperature, it is 0.03% or more and at least twice the amount of C. It is necessary to contain Nb as described above. The upper limit is not necessarily determined, but it is 0.30% in the present invention as a range that does not cause a significant deterioration in toughness of the welded part by experiments of the present inventors. In addition, Nb addition raises the non-recrystallization temperature of austenite and contributes also to exhibiting the effect of the controlled rolling at the time of hot rolling to the maximum.

Alは、一般に脱酸上鋼に含まれる元素であるが、脱酸はSiまたはTiだけでも十分であり、本発明鋼においては、その下限は限定しない。しかし、Al量が多くなると鋼の清浄度が悪くなるだけでなく、溶接金属の靭性が劣化するので上限を0.060%とした。   Al is an element generally contained in deoxidized upper steel, but Si or Ti is sufficient for deoxidation, and the lower limit is not limited in the steel of the present invention. However, when the amount of Al increases, not only the cleanliness of the steel deteriorates but also the toughness of the weld metal deteriorates, so the upper limit was made 0.060%.

Nは、不可避的不純物として鋼中に含まれるものであるが、Nbと結合して炭窒化物を形成して強度を増加させ、また、TiNを形成して前述のように鋼の性質を高める。このため、N量として最低0.001%必要である。しかしながら、N量の増加は溶接熱影響部の靭性、溶接性に有害であり、本発明鋼においてはその上限は0.006%である。   N is contained in the steel as an unavoidable impurity, but combines with Nb to form carbonitride to increase the strength, and TiN to increase the properties of the steel as described above. . For this reason, the N amount is required to be at least 0.001%. However, an increase in the amount of N is detrimental to the toughness and weldability of the weld heat affected zone, and the upper limit of the steel according to the present invention is 0.006%.

次に必要に応じて含有することができるV、Tiの添加理由について説明する。
Vは、Nbとほぼ同様の効果を有し、本発明におけるVの役割は、Nbを補完するものである。ただし、Vは、Nbに比べて効果は小さく、焼入れ性にも影響を及ぼすため、上下限を限定したものだが、下限はV添加の効果を確実に享受できる最少量として0.01%に、上限はあくまでNbの補完的役割であることと後述するPCMへの影響も勘案し0.20%とした。
Next, the reason for the addition of V and Ti that can be contained as required will be described.
V has substantially the same effect as Nb, and the role of V in the present invention complements Nb. However, V is less effective than Nb and affects hardenability, so the upper and lower limits are limited. However, the lower limit is 0.01% as the minimum amount that can surely enjoy the effect of V addition, the upper limit is only was it and taking into account the 0.20% impact on the P CM, which will be described later is the complementary role of Nb.

Tiは、鋼母材および溶接熱影響部の靭性向上のために必須である。なぜならばTiは、Al量が少ないとき(例えば0.003%以下)、O(酸素)と結合してTiを主成分とする析出物を形成し、このTiが粒内変態フェライト生成の核となり溶接熱影響部の靭性を向上させる。また、TiはNと結合してTiNとして鋼スラブ中に微細析出し、加熱時のγ粒の粗大化を抑え圧延組織の細粒化に有効であり、また鋼中に存在する微細TiNは、溶接時に溶接熱影響部の組織を細粒化するためである。これらの効果を得るためには、Tiは最低0.005%必要である。しかし多過ぎるとTiCを形成し、低温靭性や溶接性を劣化させるので、その上限は0.025%である。 Ti is essential for improving the toughness of the steel base material and the weld heat affected zone. Because Ti, when the amount of Al is small (e.g., less 0.003%), O (oxygen) bonded to the formed precipitates composed mainly of Ti 2 O 3, is in the grains the Ti 2 O 3 It becomes the nucleus of transformation ferrite formation and improves the toughness of the heat affected zone. Further, Ti is combined with N and finely precipitated in the steel slab as TiN, is effective in reducing the coarsening of the γ grains during heating and finely rolling the microstructure, and the fine TiN present in the steel is This is because the structure of the weld heat-affected zone is refined during welding. In order to obtain these effects, Ti needs to be at least 0.005%. However, if it is too much, TiC is formed and the low temperature toughness and weldability are deteriorated, so the upper limit is 0.025%.

次に、Ni、Cu、Cr、B、Mgの添加理由について説明する。
基本となる鋼成分に、さらにこれらの元素を添加する主たる目的は、本発明鋼の優れた特徴を損なうことなく、強度、靭性などの特性を向上させるためである。したがってその添加量は自ずと制限されるべき性質のものである。
Niは、過剰に添加しなければ、溶接性、溶接熱影響部の靭性に悪影響を及ぼすことなく母材の強度、靭性を向上させる。これら効果を発揮させるためには、少なくとも0.05%以上の添加が必須である。一方、過剰な添加は高価なだけでなく、溶接性に好ましくない。また、Niを多く添加すると液体アンモニア中で応力腐食割れ(SCC)を誘起する可能性が指摘されている。本発明者らの実験によれば、1.0%までの添加は溶接性や液体アンモニア中でのSCCを大きく劣化させず、強度、靭性向上効果の方が大きいが、経済性を優先し、上限を0.5%とした。
Next, the reason for adding Ni, Cu, Cr, B, and Mg will be described.
The main purpose of adding these elements to the basic steel component is to improve properties such as strength and toughness without impairing the excellent characteristics of the steel of the present invention. Therefore, the amount added is of a nature that should naturally be limited.
If Ni is not added excessively, it improves the strength and toughness of the base material without adversely affecting the weldability and the toughness of the heat affected zone. In order to exert these effects, addition of at least 0.05% is essential. On the other hand, excessive addition is not only expensive, but is not preferable for weldability. Further, it has been pointed out that the addition of a large amount of Ni may induce stress corrosion cracking (SCC) in liquid ammonia. According to the experiments by the present inventors, addition up to 1.0% does not significantly deteriorate the weldability and SCC in liquid ammonia, and the effect of improving the strength and toughness is greater. The upper limit was 0.5%.

Cuは、Niとほぼ同様の効果、現象を示し、上限の0.50%は溶接性劣化に加え、過剰な添加は熱間圧延時にCu−クラックが発生し製造困難となるため規制される。下限は実質的な効果が得られるための最小量とすべきで0.05%である。   Cu exhibits substantially the same effects and phenomena as Ni, and the upper limit of 0.50% is restricted because weldability is deteriorated, and excessive addition causes Cu-cracks during hot rolling, making it difficult to produce. The lower limit should be the minimum amount for obtaining a substantial effect and is 0.05%.

Crは、母材の強度、靭性をともに向上させる。これらの効果を享受するため、添加する場合、最低0.05%が必要である。しかし、添加量が多すぎると母材、溶接部の靭性および溶接性を劣化を招き、経済性も失するため上限を0.50%とした。   Cr improves both the strength and toughness of the base material. In order to enjoy these effects, at least 0.05% is necessary when added. However, if the addition amount is too large, the base material, the toughness and weldability of the welded portion are deteriorated, and the economical efficiency is lost, so the upper limit was made 0.50%.

Bは、オーステナイト粒界に偏析し、フェライトの生成を抑制することを介して、焼入性を向上させ、強度向上に寄与する。この効果を享受するため、最低0.0002%以上必要である。しかし、多すぎる添加は焼入性向上効果が飽和するだけでなく、靭性上有害となるB析出物を形成する可能性もあるため、上限を0.003%とした。なお、タンク用鋼などとして、応力腐食割れが懸念されるケースでは、母材および溶接熱影響部の硬さの低減がポイントとなることが多く(例えば、硫化物応力腐食割れ(SCC)防止のためにはHRC≦22(HV≦248)が必須とされる)、そのようなケースでは焼入性を増大させるB添加は好ましくない。   B segregates at austenite grain boundaries and suppresses the formation of ferrite, thereby improving hardenability and contributing to strength improvement. In order to enjoy this effect, at least 0.0002% is necessary. However, too much addition not only saturates the effect of improving hardenability but also may form B precipitates that are harmful to toughness, so the upper limit was made 0.003%. In cases where stress corrosion cracking is a concern, such as for tank steel, reduction of the hardness of the base metal and the weld heat affected zone is often the point (for example, prevention of sulfide stress corrosion cracking (SCC)). Therefore, HRC ≦ 22 (HV ≦ 248) is essential), and in such a case, B addition for increasing the hardenability is not preferable.

Mgは、溶接熱影響部においてオーステナイト粒の成長を抑制し、細粒化する作用があり、溶接部の強靭化が図れる。このような効果を享受するためには、Mgは0.0002%以上必要である。一方、添加量が増えると添加量に対する効果代が小さくなるため、コスト上得策ではないので上限は0.005%とした。   Mg suppresses the growth of austenite grains in the weld heat-affected zone and has the effect of making the grains finer, so that the weld zone can be strengthened. In order to enjoy such an effect, Mg needs to be 0.0002% or more. On the other hand, since the effect cost for the added amount decreases as the added amount increases, the upper limit is set to 0.005% because this is not a cost effective measure.

次に、Ca及びREMの添加理由について説明する。
CaおよびREMは、MnSの形態を制御し、母材の低温靭性を向上させるほか、湿潤硫化水素環境下での水素誘起割れ(HIC、SSC、SOHIC)感受性を低減させる。これらの効果を発揮するためには、最低0.0005%必要である。しかし、多すぎる添加は、鋼の清浄度を逆に悪化させ、母材靭性や湿潤硫化水素環境下での水素誘起割れ(HIC、SSC、SOHIC)感受性を高めるため、添加量の上限はCa、REMそれぞれ0.004%、0.008%に限定した。CaとREMは、ほぼ同等の効果を有するため、いずれか1種を上記範囲で添加すればよく、2種を添加してもよい。
Next, the reason for adding Ca and REM will be described.
Ca and REM control the morphology of MnS, improve the low temperature toughness of the base material, and reduce the susceptibility to hydrogen induced cracking (HIC, SSC, SOHIC) in a wet hydrogen sulfide environment. In order to exert these effects, 0.0005% is necessary at least. However, too much addition adversely deteriorates the cleanliness of the steel, and increases the base metal toughness and susceptibility to hydrogen-induced cracking (HIC, SSC, SOHIC) in a wet hydrogen sulfide environment. REM was limited to 0.004% and 0.008%, respectively. Since Ca and REM have substantially the same effect, any one may be added in the above range, and two may be added.

Moは、前述したように本発明では実質的に含まず、不可避的に混入する濃度レベル(概ね0.03%以下)である。   As described above, Mo is substantially not included in the present invention, and is a concentration level (approximately 0.03% or less) inevitably mixed.

鋼の個々の成分を限定しても、成分系全体が適切でないと優れた特性は得られない。本発明では、PCMの値を0.16%以下に限定する。PCMは一般的に溶接割れ感受性組成と呼ばれるもので、溶接性を表す指標であり、このPCMが低いほど溶接性が良好になる。一般に、PCMが0.25%以下であれば優れた溶接性の確保が可能であるが、本発明における前記限定は、本発明の特徴をより明確にすることを企図したものであり、高張力鋼としては画期的に低いものである。この上限値0.16%は、後述する比較的低温で加速冷却を停止しても、強度が過剰となったり、鋼材の表層が必要以上に硬化しないように限定したものである。下限は特に限定しないが、各成分の限定範囲から自ずと制約されるものである。 Even if the individual components of the steel are limited, excellent properties cannot be obtained unless the entire component system is appropriate. In the present invention, to limit the value of P CM below 0.16%. P CM but is commonly referred to as weld crack susceptibility composition is an index representing the weldability, the P CM is higher weldability is improved low. In general, P CM although it is possible to ensure excellent weldability if 0.25% or less, the limit in the present invention has contemplated to more clearly the features of the present invention, high Tensile steel is epoch-making. This upper limit value of 0.16% is such that even if accelerated cooling is stopped at a relatively low temperature, which will be described later, the strength becomes excessive and the surface layer of the steel material does not harden more than necessary. The lower limit is not particularly limited, but is naturally limited by the limited range of each component.

限定された鋼成分において、優れた高温強度と低温靭性を両立する溶接構造用高張力鋼を得るためには、製造条件も本願発明の通りに限定することが必要である。以下、その理由について説明する。   In order to obtain a high-strength steel for welded structures that achieves both excellent high-temperature strength and low-temperature toughness in the limited steel components, it is necessary to limit the production conditions as in the present invention. The reason will be described below.

圧延に先立つ加熱温度を1000〜1300℃に限定した理由は、加熱時のオーステナイト粒を小さく保ち、圧延組織の微細化を図るためである。1300℃は加熱時のオーステナイトが極端に粗大化しない上限温度であり、加熱温度がこれを超えるとオーステナイト粒が粗大混粒化し、変態後の組織も粗大化するため鋼の靭性が著しく劣化する。一方、加熱温度が低すぎると、板厚によっては後述する圧延終了温度の確保が困難となるばかりでなく、オーステナイトの未再結晶温度を上昇させ、熱間圧延時の制御圧延の効果を最大限に発揮させたり、析出硬化を発現させるためのNbの溶体化の観点から下限を1000℃に限定した。   The reason why the heating temperature prior to rolling is limited to 1000 to 1300 ° C. is to keep the austenite grains during heating small and to refine the rolling structure. 1300 ° C. is an upper limit temperature at which the austenite during heating is not extremely coarsened. When the heating temperature is exceeded, the austenite grains are coarsely mixed and the structure after transformation is also coarsened, so that the toughness of the steel is remarkably deteriorated. On the other hand, if the heating temperature is too low, depending on the plate thickness, it becomes difficult to secure the rolling end temperature described later, and the non-recrystallization temperature of austenite is raised to maximize the effect of controlled rolling during hot rolling. The lower limit was limited to 1000 ° C. from the viewpoint of solution of Nb for exhibiting the above-described effects and causing precipitation hardening.

上述のような条件で加熱した鋳片または鋼片を、オーステナイト未再結晶温度域での累積圧下量を30%以上とし、750℃以上で熱間圧延を終了した後、680℃以上の温度から加速冷却する。オーステナイト未再結晶温度域での圧延を行うことによって、オーステナイト粒を顕著に細粒化するため、少なくとも30%以上の累積圧下量が必要である。圧延終了温度が750℃を下回ると、フェライトが変態析出し、フェライトを加工(圧延)する恐れがあり、低温靭性確保の点で好ましくない。このため、圧延終了温度は、750℃以上に限定する。   The slab or steel slab heated under the above-described conditions is set to a cumulative reduction amount of 30% or more in the austenite non-recrystallization temperature range, and after hot rolling at 750 ° C. or higher, the temperature is increased from 680 ° C. or higher. Accelerate cooling. By rolling in the austenite non-recrystallization temperature range, the austenite grains are remarkably refined, so that a cumulative reduction amount of at least 30% or more is required. If the rolling end temperature is lower than 750 ° C., ferrite may be transformed and precipitated, and the ferrite may be processed (rolled), which is not preferable in terms of securing low temperature toughness. For this reason, rolling end temperature is limited to 750 degreeC or more.

750℃以上で熱間圧延を終了した後、680℃以上の温度から加速冷却を開始するのは、変態域の冷速を早めることで組織を微細化し、強度と靭性を同時に向上させるためである。また、組織を微細化することは、比較的低温で加速冷却を停止する本発明においてはC濃縮相であるマルテンサイト−オーステナイト混合相(M−A constituents)が生成する可能性があるが、その場合でも微細に分散生成することになるため、鋼母材靭性への悪影響を抑えることにも寄与する。加速冷却開始温度が680℃を下回ると、粗大なフェライトが析出し始め、強度低下や靭性を劣化させるため、680℃以上からの加速冷却に限定した。この加速冷却は、350℃以下の温度で停止しなければならない。350℃を超える温度では、本発明のような比較的Cの低い鋼では、安定した高張力化が困難となる。   The reason why the accelerated cooling is started from the temperature of 680 ° C. or higher after the hot rolling is finished at 750 ° C. or higher is to make the structure finer by increasing the cooling speed of the transformation region and simultaneously improve the strength and toughness. . Further, refinement of the structure may generate martensite-austenite mixed phases (MA-constituents) that are C-enriched phases in the present invention in which accelerated cooling is stopped at a relatively low temperature. Even in this case, the fine particles are dispersed and generated, which contributes to suppressing adverse effects on the steel base metal toughness. When the accelerated cooling start temperature was below 680 ° C., coarse ferrite began to precipitate, and the strength was lowered and the toughness was deteriorated. Therefore, the accelerated cooling was limited to 680 ° C. or higher. This accelerated cooling must be stopped at a temperature below 350 ° C. At temperatures exceeding 350 ° C., it is difficult to achieve a stable high tension with a steel having a relatively low C as in the present invention.

なお、加速冷却時の冷速は、鋼成分や意図する強度や低温靭性レベルによっても変わるため一概には言えないが、板厚1/4厚位置の加速冷却開始温度から350℃までの平均冷速で、少なくとも3℃/秒以上とすることが望ましい。   The cooling rate during accelerated cooling varies depending on the steel composition, the intended strength, and the low temperature toughness level. However, it cannot be generally stated, but the average cooling from the accelerated cooling start temperature at the 1/4 thickness position to 350 ° C is not possible. It is desirable that the speed is at least 3 ° C./second or more.

転炉における成分調整工程及び連続鋳造機による鋳造工程を経て、表1に示す組成の鋳片を製造した。
得られた鋳片について、1050〜1280℃の温度に加熱し、オーステナイト未再結晶温度域での累積圧下量を30%〜80%として720℃〜930℃の温度で熱間圧延を終了した後、650℃〜910℃の温度から加速冷却を開始し、180℃〜400℃の温度で加速冷却を停止することにより、厚さ19〜100mmの溶接構造用高張力鋼を製造した。
表1に比較鋼とともに本発明鋼の鋼成分を示し、表2に製造条件を示す。
The slab of the composition shown in Table 1 was manufactured through the component adjustment process in a converter and the casting process by a continuous casting machine.
About the obtained slab, after heating to a temperature of 1050 to 1280 ° C., and finishing the hot rolling at a temperature of 720 ° C. to 930 ° C. with the cumulative reduction amount in the austenite non-recrystallization temperature range being 30% to 80% Then, accelerated cooling was started from a temperature of 650 ° C. to 910 ° C., and accelerated cooling was stopped at a temperature of 180 ° C. to 400 ° C., thereby manufacturing a high-strength steel for a welded structure having a thickness of 19 to 100 mm.
Table 1 shows the steel components of the steel of the present invention together with the comparative steel, and Table 2 shows the production conditions.

得られた溶接構造用高張力鋼について、降伏強さ、引張強さ、vTs(遷移温度)、600℃における降伏強さ、及び予熱なしでのy割れ試験時のルート割れの有無を評価した。尚、予熱なしでのy割れ試験は、JIS Z 3158に規定されているy形溶接割れ試験である。これらの諸特性の評価結果を表2に併せて示す。   About the obtained high strength steel for welded structures, the yield strength, the tensile strength, vTs (transition temperature), the yield strength at 600 ° C., and the presence or absence of a root crack at the time of the y crack test without preheating were evaluated. The y crack test without preheating is a y-type weld crack test defined in JIS Z 3158. The evaluation results of these characteristics are also shown in Table 2.

Figure 2007119861
Figure 2007119861

Figure 2007119861
Figure 2007119861

表2に示すように、本発明の製造方法にしたがって製造した鋼板(本発明鋼)は、すべて良好な特性を有する。これに対し、本発明によらない比較鋼は、いずれかの特性が劣っている。   As shown in Table 2, all the steel plates manufactured in accordance with the manufacturing method of the present invention (present invention steel) have good characteristics. On the other hand, the comparative steel not according to the present invention is inferior in any of the characteristics.

例えば比較鋼11は、C量が高いため本発明鋼に比較して、vTs(遷移温度)が高くなっており、低温靭性に劣っていることがわかる。また、表2には例示しないが、比較鋼11では、加速冷却停止温度が比較的低いために、表層硬さが硬くなり、板厚内部との硬さ差がきわめて大きくなり、曲げ加工性、穿孔性などの使用性能に劣ることが予想される。
次に、比較鋼12は、Nb量の絶対値が低いため、600℃における降伏強さが低くなっており、高温強度に劣ることがわかる。
For example, since the comparative steel 11 has a high C content, vTs (transition temperature) is higher than that of the steel of the present invention, indicating that the low temperature toughness is inferior. Although not illustrated in Table 2, in Comparative Steel 11, since the accelerated cooling stop temperature is relatively low, the hardness of the surface layer becomes hard, the hardness difference from the inside of the plate thickness becomes extremely large, bending workability, It is expected to be inferior in use performance such as perforation.
Next, since the absolute value of Nb amount is low, the comparative steel 12 has a low yield strength at 600 ° C., and is inferior in high temperature strength.

次に、比較鋼13は、鋼に含まれる個々の成分元素の組成比が本発明の限定範囲にあるものの、Nb量(0.05質量%)が、C量の2倍量(0.03質量%×2=0.06質量%)に対して低いため、600℃における降伏強さが低くなっており、高温強度に劣ることがわかる。
また、比較鋼14は、C量が低いために、常温及び600℃における降伏強さが低下していることがわかる。
Next, although the composition ratio of each component element contained in the steel is within the limited range of the present invention, the comparative steel 13 has an Nb amount (0.05% by mass) that is twice the C amount (0.03). (Mass% × 2 = 0.06 mass%), the yield strength at 600 ° C. is low, indicating that the high temperature strength is inferior.
Moreover, since the comparative steel 14 has a low C content, it can be seen that the yield strength at room temperature and 600 ° C. is reduced.

次に、比較鋼15は、成分上は本発明鋼5と同一である。しかし、比較鋼15−1は、圧延後加速冷却が施されていないため、常温及び600℃における降伏強さが低下している。
比較鋼15−2は、圧延終了温度が低く、結果として加速冷却開始温度が確保できずに低くなってしまったため、常温及び600℃における降伏強さが低下している。
比較鋼15−3は、加速冷却開始温度が低いため、常温及び600℃における降伏強さが低下している。また、比較鋼15−4は、加速冷却停止温度が高いため、常温及び600℃における降伏強さが低下している。
Next, the comparative steel 15 is the same as the steel 5 of the present invention in terms of composition. However, since the comparative steel 15-1 is not subjected to accelerated cooling after rolling, the yield strength at normal temperature and 600 ° C. is reduced.
The comparative steel 15-2 has a low rolling end temperature, and as a result, the accelerated cooling start temperature cannot be ensured and has been lowered. Therefore, the yield strength at room temperature and 600 ° C. is reduced.
Since the comparative steel 15-3 has a low accelerated cooling start temperature, the yield strength at normal temperature and 600 ° C. is reduced. Moreover, since the comparative steel 15-4 has a high accelerated cooling stop temperature, the yield strength at normal temperature and 600 ° C. is reduced.

なお、本発明鋼及び比較鋼とも、PCMは十分低いために、溶接性(y形溶接割れ試験)はいずれも良好で、明確な差は見られなかった。
ただし、比較鋼16については、C、Si、Mn、P、S、Nb、Al、N及びCrの組成比は本発明の限定範囲内にあるものの、PCMが0.16質量%を超えている。この結果、強度は過剰となり、本発明が対象とする50キロ級の強度を超過している。
Incidentally, both the inventive steels and comparative steels, P CM in order sufficiently low, weldability (y-groove weld cracking test) Both a good, clear difference was observed.
However, the comparative steels 16, C, Si, Mn, P , S, Nb, Al, although the composition ratio of N and Cr are within the limited range of the present invention, P CM exceeds 0.16 mass% Yes. As a result, the strength is excessive, exceeding the strength of the 50 kg class targeted by the present invention.

本発明に係る高温強度と低温靭性に優れる溶接構造用高張力鋼は、火災など高温時の耐力維持を目的とした建築構造用の耐火鋼に主に適用されるが、建築用途に限らず、海洋構造物、船舶、橋梁、各種貯槽タンク用など幅広い用途の溶接構造用高張力鋼に適用できる。なお、主に対象とする強度レベルは、降伏強さで325〜475MPa、引張強さで490〜640MPaの、いわゆる一般に50キロ鋼と呼ばれるクラスのものである。

The high-strength steel for welded structures excellent in high-temperature strength and low-temperature toughness according to the present invention is mainly applied to fire-resistant steel for building structures for the purpose of maintaining proof stress at high temperatures such as fires, but is not limited to architectural uses. It can be applied to high-strength steel for welded structures for a wide range of applications, including offshore structures, ships, bridges, and various storage tanks. In addition, the strength level which is mainly targeted is a class of so-called 50 kilo steel generally having a yield strength of 325 to 475 MPa and a tensile strength of 490 to 640 MPa.

Claims (4)

成分が質量%で、C:0.005%以上0.05%以下、Si:0.40%以下、Mn:0.8%以上2.0%以下、P:0.020%以下、S:0.010%以下、Nb:0.03%以上0.30%以下かつNb≧2C、Al:0.060%以下、N:0.001%以上0.006%以下であり、さらに、Moがコンタミネーションとして含有する程度の0.03%以下で、実質的にMoを含有せず、残部が鉄および不可避的不純物からなり、PCM=C+Si/30+Mn/20+Cu/20+Ni/60+Cr/20+Mo/15+V/10+5Bで定義されるPCM値が0.16%以下である鋳片または鋼片を、1000℃以上1300℃以下の温度に加熱し、オーステナイト未再結晶温度域での累積圧下量を30%以上として750℃以上の温度で熱間圧延を終了した後、680℃以上の温度から加速冷却を開始し、350℃以下の温度で加速冷却を停止することを特徴とする高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法。 Components are mass%, C: 0.005% to 0.05%, Si: 0.40% or less, Mn: 0.8% to 2.0%, P: 0.020% or less, S: 0.010% or less, Nb: 0.03% or more and 0.30% or less and Nb ≧ 2C, Al: 0.060% or less, N: 0.001% or more and 0.006% or less. 0.03% or less of the amount contained as a contamination, substantially free of Mo, the balance is composed of iron and inevitable impurities, and P CM = C + Si / 30 + Mn / 20 + Cu / 20 + Ni / 60 + Cr / 20 + Mo / 15 + V / 10 + P CM value defined by 5B is a cast slab or steel strip is not more than 0.16%, was heated to a temperature of 1000 ° C. or higher 1300 ° C. or less, the cumulative reduction ratio of austenite non-recrystallization temperature region 30% or more As 7 Welding with excellent high-temperature strength and low-temperature toughness, characterized in that after completion of hot rolling at a temperature of 0 ° C or higher, accelerated cooling is started from a temperature of 680 ° C or higher, and accelerated cooling is stopped at a temperature of 350 ° C or lower. Manufacturing method of structural high strength steel. 上記の成分に加えて質量%で、V:0.01%以上0.20%以下、Ti:0.005%以上0.025%以下、の範囲でこれら1種または2種の元素がさらに含有されていることを特徴とする請求項1に記載の高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法。   In addition to the above components, one or two of these elements are further contained in the ranges of V: 0.01% to 0.20% and Ti: 0.005% to 0.025% in mass%. The method for producing a high-strength steel for welded structure having excellent high-temperature strength and low-temperature toughness according to claim 1. さらに質量%で、Ni:0.05%以上0.50%以下、Cu:0.05%以上0.50%以下、Cr:0.05%以上0.50%以下、B:0.0002%以上0.003%以下、Mg:0.0002%以上0.005%以下、の範囲でこれら1種または2種以上の元素が含有されていることを特徴とする請求項1または請求項2に記載の高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法。   Further, by mass, Ni: 0.05% to 0.50%, Cu: 0.05% to 0.50%, Cr: 0.05% to 0.50%, B: 0.0002% The element according to claim 1 or 2, wherein one or more of these elements are contained in the range of 0.003% or less and Mg: 0.0002% or more and 0.005% or less. The manufacturing method of the high strength steel for welded structures which is excellent in the described high temperature strength and low temperature toughness. さらに質量%で、Ca:0.0005%以上0.004%以下、REM:0.0005%以上0.008%以下、の範囲でこれら1種または2種の元素が含有されていることを特徴とする請求項1乃至請求項3のいずれかに記載の高温強度と低温靭性に優れる溶接構造用高張力鋼の製造方法。

Furthermore, these one or two kinds of elements are contained in the ranges of Ca: 0.0005% to 0.004% and REM: 0.0005% to 0.008% in mass%. The manufacturing method of the high strength steel for welded structures which is excellent in the high temperature strength and low temperature toughness in any one of Claim 1 thru | or 3.

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