JP2948231B2 - Fire-resistant steel for building structures - Google Patents

Fire-resistant steel for building structures

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Publication number
JP2948231B2
JP2948231B2 JP1074824A JP7482489A JP2948231B2 JP 2948231 B2 JP2948231 B2 JP 2948231B2 JP 1074824 A JP1074824 A JP 1074824A JP 7482489 A JP7482489 A JP 7482489A JP 2948231 B2 JP2948231 B2 JP 2948231B2
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JP
Japan
Prior art keywords
steel
strength
toughness
weldability
room temperature
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
JP1074824A
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Japanese (ja)
Other versions
JPH02254134A (en
Inventor
義弘 片岡
清 内田
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
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Priority to JP1074824A priority Critical patent/JP2948231B2/en
Publication of JPH02254134A publication Critical patent/JPH02254134A/en
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Publication of JP2948231B2 publication Critical patent/JP2948231B2/en
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Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、建築構造物に使用される鋼材に関し、と
くに常温における強度、靱性および溶接性などはJIS規
格構造用鋼(SM50など)と同等の特性値を維持した上
で、高温での耐力の一層の向上を図ったものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial application field) The present invention relates to a steel material used for a building structure, and in particular, strength, toughness and weldability at room temperature are equivalent to JIS standard structural steel (SM50, etc.). In addition to maintaining the above characteristic values, the proof stress at high temperatures is further improved.

(従来の技術) 従来、建築構造用鋼材としては、JISG3106「溶接構造
用圧延鋼材」などに規定されている鋼材が使用されてい
るが、この種鋼材は350℃以上の高温にさらされると耐
力が著しく低下するため、建築物に火災が発生した場合
でも、鋼材の温度が350℃を超えないように耐火被覆を
施すことが義務づけられている。
(Conventional technology) Conventionally, steel materials specified in JISG3106 “Rolled steel materials for welded structures” have been used as steel materials for building structures, but these steel materials have a proof stress when exposed to high temperatures of 350 ° C or more. Therefore, even if a fire occurs in a building, it is required to apply a fire-resistant coating so that the temperature of the steel material does not exceed 350 ° C.

このような耐火被覆の実施は、施工コストを上昇させ
るだけでなく、支柱などの占有面積の増大を招き、居住
空間の有効利用を阻害する。
Implementation of such a fireproof coating not only raises construction costs, but also increases the area occupied by columns and the like, and hinders effective use of living space.

そこでかような耐火被覆処理の軽減または削減を可能
とするため高温においても高い耐力を有する鋼材の使用
が種々検討されている。
Accordingly, various studies have been made on the use of steel materials having high proof stress even at high temperatures in order to enable the reduction or reduction of such refractory coating treatment.

しかしながら、従来の1/2Mo鋼や1Cr−1/2Mo鋼などの
高温用鋼では常温強度が高すぎて加工性に難点があるだ
けでなく、溶接性もSM50鋼などの構造用鋼に比べ大幅に
劣ることから、建築構造物用としては適用できない。
However, conventional high-temperature steels, such as 1 / 2Mo steel and 1Cr-1 / 2Mo steel, have too high a normal temperature strength to have difficulties in workability, and their weldability is significantly higher than that of structural steels such as SM50 steel. Therefore, it cannot be used for building structures.

また、特公昭56−31867号公報、特開昭57−140855号
公報および特開昭57−174435号公報などに、上記1/2Mo
鋼、1Cr−1/2Mo鋼などの合金元素量を少なくして溶接性
を改良した高温用鋼が提案されているが、これらの鋼も
建築構造物用耐火鋼としては高温耐力が十分とはいい難
く、しかも常温強度が高く、また溶接性に劣るという欠
点もある。
In addition, JP-B-56-31867, JP-A-57-140855 and JP-A-57-174435 disclose the above 1 / 2Mo.
Steels and high-temperature steels with improved weldability by reducing the amount of alloying elements such as 1Cr-1 / 2Mo steel have been proposed, but these steels also do not have sufficient high-temperature strength as fire-resistant steel for building structures. It is difficult to obtain, and has the drawbacks of high strength at room temperature and poor weldability.

(発明が解決しようとする課題) この発明の目的は、従来の高温用低合金鋼に比べて溶
接性に優れ、また従来の溶接構造用鋼よりも高温強度
(特に降伏強さまたは耐力)が高く、しかも常温強度、
靱性などは同等程度の特性を有する建築構造物用耐火鋼
材を提案することにある。
(Problems to be Solved by the Invention) An object of the present invention is to improve the weldability as compared with conventional low-alloy steels for high temperature, and to have higher temperature strength (particularly yield strength or proof stress) than conventional welded structural steel. High and room temperature strength,
An object of the present invention is to propose a refractory steel material for a building structure having similar characteristics such as toughness.

(課題を解決するための手段) さて発明者らは、上記の目的を達成すべく鋼材の成分
組成について鋭意研究を行った。その結果、 i)Moを適正量添加した上でMnの添加量を制限すること
によって高温における耐力の低下を抑制でき、 ii)またCr,Ni,Cuなどの添加によって耐酸化性を向上さ
せ、 iii)さらにVやNbの添加量を微量にして炭素当量の増
大を抑えて常温強度を確保する ことによって、常温強度、靱性および溶接性は従来の溶
接構造鋼と同等もしくはそれ以上であって、高温におけ
る耐力が著しく向上する(たとえば600℃における耐力
が常温における耐力の60%以上)ことの知見を得た。
(Means for Solving the Problems) The inventors of the present invention have conducted intensive studies on the composition of steel materials in order to achieve the above object. As a result, i) addition of an appropriate amount of Mo and then limiting the amount of Mn can suppress a decrease in proof stress at high temperatures, and ii) improve the oxidation resistance by adding Cr, Ni, Cu, etc., iii) Further, by adding a small amount of V or Nb and suppressing the increase in carbon equivalent to secure the room temperature strength, the room temperature strength, toughness and weldability are equal to or higher than those of the conventional welded structural steel, It has been found that the proof stress at high temperatures is remarkably improved (for example, the proof stress at 600 ° C. is 60% or more of the proof stress at room temperature).

また上記の成分に加え、AlやTi,REMなどを添加するこ
とにより、大入熱溶接継手特性も改善されることを併せ
て見出した。
In addition, they have found that the addition of Al, Ti, REM, etc., in addition to the above-mentioned components also improves the large heat input welded joint characteristics.

この発明は、上記の知見に立脚するものである。 The present invention is based on the above findings.

すなわちこの発明は、 C:0.03〜0.15wt%(以下単に%で示す)、 Si:0.01〜1.0%、 Mn:0.10〜0.90%、 Cr:0.05〜0.40%、 Ni:0.05〜0.30%、 Mo:0.10〜0.40%、 Cu:0.05〜0.30%ならびに VおよびNbのうちから選んだ一種または二種:0.005〜0.
03% を含有し、ときにはさらに Al:0.005〜0.10%、 Ti:0.005〜0.020%および REM:0.001〜0.020%のうちから選んだ少なくとも一種を
含み、残部はFeおよび不可避的不純物よりなり、しかも
下記に示す炭素当量(Ceq)が0.43wt%以下であること
を特徴とする、常温における強度、靱性および溶接性が
JIS規格構造用鋼と同等で、かつ高温での耐力に優れた
建築構造物用耐火鋼材である。
That is, the present invention provides: C: 0.03 to 0.15 wt% (hereinafter simply indicated as%), Si: 0.01 to 1.0%, Mn: 0.10 to 0.90%, Cr: 0.05 to 0.40%, Ni: 0.05 to 0.30%, Mo: 0.10 to 0.40%, Cu: 0.05 to 0.30% and one or two selected from V and Nb: 0.005 to 0.
Containing at least one selected from the group consisting of Al: 0.005 to 0.10%, Ti: 0.005 to 0.020%, and REM: 0.001 to 0.020%, with the balance being Fe and unavoidable impurities. The strength, toughness and weldability at room temperature are characterized in that the carbon equivalent (Ceq) shown in
This is a fire-resistant steel material for building structures that is equivalent to JIS standard structural steel and has excellent strength at high temperatures.

以下、この発明を具体的に説明する。 Hereinafter, the present invention will be described specifically.

まずこの発明において、成分組成を上記の範囲に限定
した理由について説明する。
First, the reason for limiting the component composition to the above range in the present invention will be described.

C:0.03〜0.15% Cは、所定の強度を確保するために添加するが、0.03
%未満ではその添加効果に乏しく、一方0.15%を超える
と溶接性、靱性が劣化するため、0.03〜0.15%の範囲に
限定した。
C: 0.03 to 0.15% C is added to secure a predetermined strength.
If it is less than 0.1%, the effect of the addition is poor. On the other hand, if it exceeds 0.15%, the weldability and toughness are deteriorated. Therefore, the content is limited to the range of 0.03 to 0.15%.

Si:0.01〜1.0% 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、0.01%未満ではその効果に乏しく、一方1.0%
を超えると靱性が著しく劣化するので、0.01〜1.0%の
範囲とした。
Si: 0.01 to 1.0% Si is added as a deoxidizing agent and a strength improving element at the time of steel making, but if less than 0.01%, its effect is poor, while 1.0%
If the ratio exceeds 1, the toughness is significantly deteriorated.

Mn:0.10〜0.90% Mnは、鋼の脱酸および常温強度を確保するために少な
くとも0.10%を必要とするが、Mo共存下におけるMnの多
量添加は、高温の耐力を著しく低下させるだけでなく、
溶接性も併せて劣化するので、0.10〜0.90%の範囲で添
加するものとした。
Mn: 0.10 to 0.90% Mn requires at least 0.10% to ensure the deoxidation of steel and the strength at room temperature, but the addition of a large amount of Mn in the presence of Mo not only significantly reduces the proof stress at high temperatures, ,
Since the weldability also deteriorates, it is added in the range of 0.10 to 0.90%.

第1図に、600℃における降伏点または耐力と常温に
おける降伏点または耐力比と、Mn量との関係を示す。
FIG. 1 shows the relationship between the yield point or proof stress at 600 ° C., the yield point or proof stress ratio at normal temperature, and the amount of Mn.

同図より明らかなように、Mnが0.90%を超えると、高
温における降伏点、耐力は常温強度に比べて急激に低下
している。
As is clear from the figure, when Mn exceeds 0.90%, the yield point and proof stress at high temperatures are sharply reduced as compared with the room temperature strength.

Cr:0.05〜0.40% Crは、常温強度、高温強度および耐酸化性を向上させ
るため少なくとも0.05%を必要とするが、0.40%を超え
ると溶接性が劣化するので、0.05〜0.40%の範囲に限定
した。
Cr: 0.05 to 0.40% Cr requires at least 0.05% to improve room-temperature strength, high-temperature strength, and oxidation resistance, but if it exceeds 0.40%, the weldability deteriorates. Limited.

Ni:0.05〜0.30% Niは、強度と靱性を向上させるために添加するが、0.
05%未満ではその効果に乏しく、一方0.30%を超えると
焼入性が高くなりすぎ、また経済的にも高価となるた
め、0.05〜0.30%の範囲とした。
Ni: 0.05 to 0.30% Ni is added to improve strength and toughness.
If it is less than 05%, the effect is poor. On the other hand, if it exceeds 0.30%, the hardenability becomes too high, and it becomes economically expensive.

Mo:0.10〜0.40% Moは、高温強度の向上に極めて有効な元素であり、そ
の効果を発揮させるためには少なくとも0.10%を必要と
するが、0.40%を超えると溶接性、靱性に悪影響を及ぼ
すだけでなく、経済的にも不利となるので、0.10〜0.40
%の範囲で添加するものとした。
Mo: 0.10 to 0.40% Mo is an extremely effective element for improving high-temperature strength, and requires at least 0.10% to exert its effect. However, if it exceeds 0.40%, it adversely affects weldability and toughness. 0.10 ~ 0.40
%.

Cu:0.05〜0.30% Cuは、溶接性を阻害することなしに常温強度および高
温強度を向上させるだけでなく、耐候性も向上させる有
用元素であるが、含有量が0.05%未満ではその添加効果
に乏しく、一方0.30%を超えると熱間加工性の劣化を招
くので、0.05〜0.30%の範囲に限定した。
Cu: 0.05-0.30% Cu is a useful element that not only enhances room-temperature strength and high-temperature strength without impairing weldability, but also improves weather resistance. On the other hand, if it exceeds 0.30%, the hot workability deteriorates. Therefore, the content is limited to the range of 0.05 to 0.30%.

Vおよび/またはNb:0.005〜0.03% V,Nbはともに、常温強度、高温強度の向上および細粒
化効果による靱性の向上に有効な元素であり、少なくと
も0.005%を必要とするが、0.03%を超えると逆に靱性
のみならず溶接性の劣化を招くので、0.005〜0.03%の
範囲に限定した。
V and / or Nb: 0.005 to 0.03% Both V and Nb are effective elements for improving room-temperature strength, high-temperature strength and toughness due to the effect of grain refinement, and require at least 0.005%, but 0.03% On the other hand, if it exceeds 0.005%, then not only the toughness but also the weldability will be degraded.

さらに常温強度および溶接性をJIS規格溶接構造用SM5
0,SM53などと同程度とするためには、炭素当量(Ceq)
の調整が重要であり、かかるCeqを0.43以下に制限する
ことが肝要である。
In addition, room temperature strength and weldability are JIS standard welded structure SM5
To achieve the same level as 0, SM53, etc., the carbon equivalent (Ceq)
Adjustment is important, and it is important to limit such Ceq to 0.43 or less.

以上がこの発明の基本成分であるが、この発明では、
さらにAlやTi,REMなどを下記の範囲で添加することによ
って大入熱溶接継手の靱性向上を図ることができる。
The above are the basic components of the present invention.
Further, by adding Al, Ti, REM, etc. in the following range, the toughness of the large heat input welded joint can be improved.

Al:0.005〜0.10% Alは、0.005%未満ではその添加効果がなく、一方0.1
0%超では熱間加工性、靱性の劣化を招くので、0.005〜
0.10%の範囲に限定した。
Al: 0.005 to 0.10% Al has no effect when its content is less than 0.005%.
If it exceeds 0%, hot workability and toughness are deteriorated.
Limited to the range of 0.10%.

Ti:0.005〜0.020% Tiは、0.005%未満ではその添加効果がなく、一方0.0
20%超では母材の靱性だけでなく継手の靱性も逆に低下
させるため、添加量は0.005〜0.020%とした。
Ti: 0.005 to 0.020% Ti has no effect when its content is less than 0.005%.
If it exceeds 20%, not only the toughness of the base material but also the toughness of the joint will be reduced, so the amount of addition is made 0.005 to 0.020%.

REM:0.001〜0.020% REMは、0.001%未満ではその添加効果がなく、一方0.
020%超になると鋼の清浄性が著しく低下するので、0.0
01〜0.020%の範囲とした。
REM: 0.001 to 0.020% REM has no effect when its content is less than 0.001%.
If the content exceeds 020%, the cleanliness of the steel is significantly reduced.
The range was 01 to 0.020%.

(作用) この発明鋼を製造するに当っては、転炉または電気炉
で溶製し、つ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、厚板圧延あるいは条鋼圧延によって
鋼板または形鋼とする方法がとりわけ有利に適合する
が、かような製造法だけに限定されるものではない。
(Operation) In producing the steel of the present invention, the steel is melted in a converter or an electric furnace, and then slab is formed by continuous casting or ingot-bulking method. The method of making steel is particularly advantageously suitable, but is not limited to such a production method.

(実施例) 表1に示す種々の成分組成(記号A〜L)になる溶鋼
から、200mm厚のスラブを作成したのち、1200℃に加熱
し、ついで厚板圧延により板厚60mmの鋼板とした。
(Example) A 200 mm thick slab was prepared from molten steel having various component compositions (symbols A to L) shown in Table 1, heated to 1200 ° C, and then rolled into a 60 mm thick steel sheet. .

かくして得られた板厚:60mmの圧延材の常温および600
℃における引張特性ならびに0℃における母材および溶
接ボンド部の靱性について調べた結果を表1に併せて示
す。
Thickness thus obtained: room temperature of rolled material of 60 mm and 600
Table 1 also shows the results of a study on the tensile properties at 0 ° C and the toughness of the base material and the weld bond at 0 ° C.

なお同表中、F,G,H,J,KおよびL鋼が適合例、一方A,
B,C,D,EおよびI鋼が比較例である。
In the same table, F, G, H, J, K and L steels are applicable examples, while A,
B, C, D, E and I steels are comparative examples.

A鋼は、通常の溶接構造用圧延鋼材SM50であるが、高
温での耐力が著しく低下している。B鋼は、SM50鋼にCr
を0.3%添加した鋼であるが、高温の耐力は向上してい
ない。C鋼は、低CにしてVを0.05%添加したものであ
るが、常温、高温ともに強度不足である。D鋼は、SM50
鋼にMoを0.3%添加した鋼であって、高温強度は向上し
ているものの、靱性が著しく低下しており、また溶接性
も悪化している。
Steel A is a normal rolled steel material for welded structure SM50, but its proof stress at high temperatures is significantly reduced. B steel is Cr on SM50 steel
Is 0.3%, but the high-temperature proof stress has not been improved. C steel has a low C content and is added with 0.05% of V, but has insufficient strength at normal temperature and high temperature. D steel is SM50
This is a steel obtained by adding 0.3% of Mo to steel. Although the high-temperature strength is improved, the toughness is significantly reduced and the weldability is also deteriorated.

E鋼は、この発明の適正成分組成範囲からMn量とCeq
が上限を超えるもので、強度的には十分な特性であるけ
れども、靱性と溶接性が劣っている。
E steel is determined from the proper component composition range of the present invention by the amount of Mn and Ceq.
Exceeds the upper limit, and although the strength is sufficient, the toughness and weldability are inferior.

I鋼はMn量とV量およびCeqがこの発明の上限を超え
るものであり、同じく強度的には十分であるものの、靱
性と溶接性が著しく低下している。
Steel I has Mn content, V content and Ceq exceeding the upper limits of the present invention. Similarly, although the strength is sufficient, the toughness and weldability are significantly reduced.

これに対し、この発明に従うF,G,H,J,K,L鋼はいずれ
も、常温強度、高温強度、溶接性、靱性およびボンド部
靱性すべてにわたって良好な特性値を示しており、建築
構造物用耐火鋼材として優れた鋼であることがわかる。
In contrast, the F, G, H, J, K, and L steels according to the present invention all show good characteristic values at room temperature strength, high temperature strength, weldability, toughness, and bond toughness, and the It turns out that it is an excellent steel as a refractory steel material for goods.

(発明の効果) 以上述べたとおり、この発明鋼は、建築構造物に使用
される鋼材として、常温強度、靱性、溶接性が従来の溶
接構造用圧延鋼材と同等であって、しかも高温における
耐力の低下が小さく、従来鋼では350℃までの許容応力
を600℃以上まで上昇させることができ、耐火被覆工程
の省略など建築物の施工上、極めて高い効果が得られ
る。
(Effects of the Invention) As described above, the steel of the present invention is a steel material used for building structures that has the same room temperature strength, toughness, and weldability as conventional rolled steel materials for welded structures, and also has a proof stress at high temperatures. In conventional steel, the allowable stress up to 350 ° C can be increased to 600 ° C or more, and extremely high effects can be obtained in building construction such as omitting the fireproof coating process.

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

第1図は、600℃および常温における耐力比とMn量との
関係を示したグラフである。
FIG. 1 is a graph showing the relationship between proof stress ratio and Mn amount at 600 ° C. and ordinary temperature.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平2−163341(JP,A) 特開 昭58−91151(JP,A) 特開 昭52−71326(JP,A) ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-2-163341 (JP, A) JP-A-58-91151 (JP, A) JP-A-52-71326 (JP, A)

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】C:0.03〜0.15wt%、 Si:0.01〜1.0wt%、 Mn:0.10〜0.90wt%、 Cr:0.05〜0.40wt%、 Ni:0.05〜0.30wt%、 Mo:0.10〜0.40wt%、 Cu:0.05〜0.30wt%ならびに VおよびNbのうちから選んだ一種または二種:0.005〜0.
03wt%を含有し、残部はFeおよび不可避的不純物よりな
り、しかも下記に示す炭素当量(Ceq)が0.43wt%以下
であることを特徴とする、常温における強度、靱性およ
び溶接性がJIS規格構造用鋼と同等で、かつ高温での耐
力に優れた建築構造物用耐火鋼材。
[Claim 1] C: 0.03 to 0.15 wt%, Si: 0.01 to 1.0 wt%, Mn: 0.10 to 0.90 wt%, Cr: 0.05 to 0.40 wt%, Ni: 0.05 to 0.30 wt%, Mo: 0.10 to 0.40 wt% wt%, Cu: 0.05-0.30 wt%, and one or two selected from V and Nb: 0.005-0.
JIS standard structure with strength, toughness and weldability at room temperature, characterized by containing 0.3wt%, the balance being Fe and unavoidable impurities, and having the following carbon equivalent (Ceq) of 0.43wt% or less. Refractory steel for building structures that is equivalent to structural steel and has excellent strength at high temperatures.
【請求項2】C:0.03〜0.15wt%、 Si:0.01〜1.0wt%、 Mn:0.10〜0.90wt%、 Cr:0.05〜0.40wt%、 Ni:0.05〜0.30wt%、 Mo:0.10〜0.40wt%、 Cu:0.05〜0.30wt%ならびに VおよびNbのうちから選んだ一種または二種:0.005〜0.
03wt%を含有し、かつ Al:0.005〜0.10wt%、 Ti:0.005〜0.020wt%および REM:0.001〜0.020wt%のうちから選んだ少なくとも一種
を含み、残部はFeおよび不可避的不純物よりなり、しか
も下記に示す炭素当量(Ceq)が0.43wt%以下であるこ
とを特徴とする、常温における強度、靱性および溶接性
がJIS規格構造用鋼と同等で、かつ高温での耐力に優れ
た建築構造物用耐火鋼材。
2. C: 0.03 to 0.15 wt%, Si: 0.01 to 1.0 wt%, Mn: 0.10 to 0.90 wt%, Cr: 0.05 to 0.40 wt%, Ni: 0.05 to 0.30 wt%, Mo: 0.10 to 0.40 wt% wt%, Cu: 0.05-0.30 wt%, and one or two selected from V and Nb: 0.005-0.
Containing at least one selected from the group consisting of Al: 0.005 to 0.10 wt%, Ti: 0.005 to 0.020 wt%, and REM: 0.001 to 0.020 wt%, with the balance being Fe and inevitable impurities, In addition, the carbon equivalent (Ceq) shown below is 0.43 wt% or less, and the strength, toughness and weldability at room temperature are equivalent to those of JIS standard structural steel, and the building structure has excellent strength at high temperatures. Refractory steel for goods.
JP1074824A 1989-03-29 1989-03-29 Fire-resistant steel for building structures Expired - Fee Related JP2948231B2 (en)

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JP2948231B2 true JP2948231B2 (en) 1999-09-13

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* Cited by examiner, † Cited by third party
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JPH0768578B2 (en) * 1989-01-12 1995-07-26 新日本製鐵株式会社 Method of manufacturing low yield specific hot-rolled steel sheet with excellent fire resistance for construction and steel material for construction using the steel sheet
JPH0593242A (en) * 1991-09-30 1993-04-16 Nkk Corp Refractory steel material for structural use excellent in high temperature strength characteristic after reheating as well as in weldability
CN1039034C (en) * 1993-01-14 1998-07-08 日本钢管株式会社 Cold rolled steel sheet of excellent delayed fracture resistance and superhigh strength and method of manufacturing the same
CN111996453B (en) * 2020-08-13 2021-09-21 北京科技大学 Multi-precipitation enhanced type anti-seismic, corrosion-resistant and fire-resistant H-shaped steel and preparation method thereof

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5271326A (en) * 1975-12-11 1977-06-14 Sumitomo Metal Ind Ltd Steel plate for blasfurnace shell excelling in resistance with respect to heat cack due to repeated heat cycle at high temperatures
JPS5891151A (en) * 1981-11-27 1983-05-31 Kawasaki Steel Corp Steel for high-temperature and high-pressure apparatus
JPH0832945B2 (en) * 1988-12-16 1996-03-29 新日本製鐵株式会社 Steel material for building structure having excellent fire resistance and its manufacturing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7450856B2 (en) 2004-03-26 2008-11-11 Fujitsu Limited Dispersion compensating method and dispersion compensating apparatus

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