JPH0448047A - Fire proof coat on refractory steel for structural use - Google Patents

Fire proof coat on refractory steel for structural use

Info

Publication number
JPH0448047A
JPH0448047A JP15757890A JP15757890A JPH0448047A JP H0448047 A JPH0448047 A JP H0448047A JP 15757890 A JP15757890 A JP 15757890A JP 15757890 A JP15757890 A JP 15757890A JP H0448047 A JPH0448047 A JP H0448047A
Authority
JP
Japan
Prior art keywords
fire
steel
resistant
structural
coating
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.)
Pending
Application number
JP15757890A
Other languages
Japanese (ja)
Inventor
Yoshiaki Sato
嘉昭 佐藤
Akiyoshi Kawamura
川村 彰誉
Taneyoshi Yamaguchi
種美 山口
Yoshifumi Sakumoto
作本 好文
Hironobu Kawasaki
川崎 博信
Motokazu Hara
原 基量
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.)
Nippon Steel Corp
Nippon Steel Chemical and Materials Co Ltd
Original Assignee
Nippon Steel Corp
Nippon Steel Chemical Co 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 Nippon Steel Corp, Nippon Steel Chemical Co Ltd filed Critical Nippon Steel Corp
Priority to JP15757890A priority Critical patent/JPH0448047A/en
Publication of JPH0448047A publication Critical patent/JPH0448047A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To permit the fire proof coating on a steel in a good working environment by sticking the noncoated face of a thin metallic sheet in which a thermal expansive refractory film is formed on one side to a refractory steel for structural use having a specified compsn. in a contacting manner. CONSTITUTION:The noncoated face of a formed thin metallic sheet in which a thermal expensive refractory film is formed on one side by the application of a thermal foaming paint or the like is stuck to one side of a refractory steel for structural use in a contacting manner. This sticking is executed via an adhesive or via a screw or a welding pin. The compsn. of the refractory steel for structural use is formed of, by weight, 0.04 to 0.15% C, <=0.6% Si, 0.5 to 1.6% Mn, 0.005 to 0.04% Nb, 0.4 to 0.7% Mo, <=0.1% Al, 0.001 to 0.006% N and the balance Fe with inevitable impurities. In this way, the work of fire proof coat can efficiently be executed to structures such as steel frames at a building site.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は建築、土木および海洋構造物等の分野において
、各種建造物に用いる構造用耐火鋼材の耐火被覆に関す
る。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to fire-resistant coatings for structural fire-resistant steel materials used in various buildings in the fields of architecture, civil engineering, marine structures and the like.

〔従来の技術〕[Conventional technology]

周知の通り、建築、土木および海洋構造物などの分野に
おける各種建造物用構造材として、一般構造用圧延鋼材
(JIS G 3]01) 、溶接構造用圧延鋼材(J
IS G 3106) 、溶接構造用耐候性熱間圧延鋼
材(JIS G 31)4) 、高耐候性圧延鋼材(J
IS G3125)および−殻構造用炭素鋼鋼管(JI
S G 3444)、−殻構造用角形鋼管(JIS G
 3466)(以下周知鋼材と云う)などが広く利用さ
れている。
As is well known, rolled steel for general structures (JIS G 3] 01) and rolled steel for welded structures (J
IS G 3106), weather resistant hot rolled steel for welded structures (JIS G 31) 4), high weather resistant rolled steel (J
IS G3125) and carbon steel pipes for shell structures (JI
SG 3444), square steel pipes for shell structures (JIS G
3466) (hereinafter referred to as well-known steel material) are widely used.

周知鋼材は、通常高炉によって得られた溶銑を脱S、脱
Pしたのち転炉精錬を行い、連続鋳造もしくは分塊工程
において鋼片とし、ついで熱間塑性加工することにより
、所望の特性を備えたものとして製品化されるが、本発
明が対象とする構造用耐火鋼材も同様な生産手段によっ
て製造する。
Well-known steel materials are usually produced by removing S and P from hot metal obtained in a blast furnace, then refining it in a converter furnace, turning it into steel billets in a continuous casting or blooming process, and then hot plastic working to obtain the desired properties. However, the structural fire-resistant steel materials targeted by the present invention are also manufactured using similar production means.

ところで、各種建造物のうち、特に生活に密着したビル
や事務所および住居などの建造物に周知鋼材を用いる場
合は、火災における安全性を確保するため充分な耐火被
覆を施すことが義務づけられており、建築関係諸法令で
は、火災時に鋼材温度が350℃以上にならぬよう規定
している。つまり、周知鋼材は、建造物に使用する場合
350℃程度で耐力が常温時の60〜70%になり、建
造物の倒壊を引き起こす恐れがあるため、たとえば、一
般構造用圧延鋼材(JIS G 3101)に規定され
る形鋼を柱材とする建造物の例では、その表面にスラグ
ウール、ロックウール、ガラスウール、アスベストなど
を基材とする吹き付は材やフェルトを展着するほか、防
火モルタルで包被する方法、および前記断熱材層の上に
さらに金属薄板即ちアルミニウムやステンレススチール
薄板等で保護する方法など、耐火被覆を入念に施し、火
災時における熱的損傷により鋼材が載荷力を失うことの
ないようにして利用する。そのため、鋼材費用に比し耐
火被覆形成のための施工費が高額になり、建設コストが
大幅に上昇することを避けることが出来ない。
By the way, when using well-known steel materials among various buildings, especially those that are closely connected to daily life, such as buildings, offices, and residences, it is mandatory to apply sufficient fireproof coating to ensure safety in the event of a fire. Building-related laws and regulations stipulate that the temperature of steel materials should not rise above 350℃ in the event of a fire. In other words, when well-known steel materials are used in buildings, their yield strength at around 350°C is 60 to 70% of that at room temperature, which may cause the building to collapse. ) In the case of a building whose columns are made of shaped steel stipulated in 2013, in addition to spreading sprayed wood or felt based on slag wool, rock wool, glass wool, asbestos, etc. on the surface, fire prevention Fire-resistant coatings are carefully applied, such as by covering with mortar, or by further protecting the insulation layer with a thin metal plate, such as aluminum or stainless steel plate, to prevent the steel material from absorbing the load due to thermal damage in the event of a fire. Use it without losing it. Therefore, the construction cost for forming the fireproof coating becomes high compared to the cost of the steel materials, and a significant increase in construction cost cannot be avoided.

そこで、構造材として丸あるいは角鋼管を用い、冷却水
が循環するように構成し、火災時における温度上昇を防
止し載荷力を低下させない技術が提案され、ビルの建設
コストの引き下げと利用空間の拡大が図られている。た
とえば、実公昭5216021号公報には、建築物の上
部に水タンクを置き、中空鋼管からなる柱材に冷却水を
供給する耐火構造建造物が開示されている。
Therefore, a technology has been proposed that uses round or square steel pipes as structural materials to allow cooling water to circulate, thereby preventing temperature rises and reducing load capacity in the event of a fire. Expansion is being planned. For example, Japanese Utility Model Publication No. 5216021 discloses a fire-resistant building in which a water tank is placed on the top of the building and cooling water is supplied to pillars made of hollow steel pipes.

前述のように建造物に周知鋼材を利用する場合、価格は
安いが、高温特性が低いため無被覆や軽被覆で利用する
ことが出来ず、割高な耐火被覆を施さねばならないため
建設コストを高くすると共に建造物の利用空間を狭くし
、経済効率を低下させると云う課題があり、一方耐火性
能の向上をねらいとして中空鋼材を用いて強制冷却する
方法は、構造が複雑になるため設計、施工費に加えて設
備費が嵩み、保守整備費も高額になると云う課題がある
。また、ステンレススチールに代表されるような周知の
耐熱鋼材は価格が非常に高いため、高温特性は良好であ
るが、生産技術や施工技術面に加えて経済的な面で構築
材としての利用は非常に困難である。
As mentioned above, when using well-known steel materials in buildings, the price is low, but due to their low high-temperature properties, they cannot be used uncoated or lightly coated, and the construction costs are high because they have to be coated with a fire-resistant coating, which is relatively expensive. At the same time, there are problems in that it narrows the usable space of buildings and reduces economic efficiency.On the other hand, the method of forced cooling using hollow steel materials with the aim of improving fire resistance performance requires design and construction because the structure is complicated. In addition to the cost, equipment costs are high, and maintenance costs are also high. In addition, well-known heat-resistant steel materials such as stainless steel are extremely expensive, and although they have good high-temperature properties, their use as construction materials is limited due to production and construction technology as well as economic considerations. Very difficult.

近時建築物の高層化が進展し、設計技術の向上とその信
頼性の高さから耐火設計について見直しが行われ、昭和
62年建築物の新耐火設計法が法定されるに至り、前述
の350℃の温度制限によることなく、鋼材の高温強度
と建物に実際に加わっている荷重により耐火被覆の能力
を決定出来るようになり、場合によっては無被覆で鋼材
を使用することも可能になった。しかしながら、耐火性
の優れた建築用鋼材として経済的価格で市場に供給でき
るような鋼材は現在一般に市販されていない。
As buildings have become increasingly high-rise in recent years, fire-resistant design has been reviewed due to improvements in design technology and high reliability, and in 1985, the new Fire-resistant Design Law for Buildings was enacted, and the above-mentioned It is now possible to determine the ability of fireproof coatings based on the high-temperature strength of the steel material and the load actually applied to the building, without being subject to the 350°C temperature limit, and in some cases it has become possible to use steel materials without coating. . However, there is currently no steel material on the market that can be supplied to the market at an economical price as a structural steel material with excellent fire resistance.

本願出願人は、先に高温特性が優れ、かつ経済的価格で
市場に供給しうる耐火性の優れた鋼すなわち構造用耐火
鋼材(以下A発明と云う)と、該鋼材について耐火性能
を付与する手段(以下B発明と云う)を開発し出願した
。AおよびB発明によって鋼構造建築物の耐火性は著し
く改善されたが、耐火性能を付与する手段については、
耐火性能、作業性および施工コストの面でさらに改善が
望ましい。
The applicant has first developed a steel with excellent high-temperature properties and excellent fire resistance that can be supplied to the market at an economical price, that is, a structural fire-resistant steel material (hereinafter referred to as Invention A), and a method to impart fire-resistant performance to the steel material. A means (hereinafter referred to as the B invention) was developed and filed. Although the fire resistance of steel structures has been significantly improved by inventions A and B, the means for imparting fire resistance are
Further improvements are desirable in terms of fire resistance, workability, and construction costs.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

すなわち、前記耐火性能を付与する手段は、構造用耐火
鋼材受熱表面に無機系繊維質耐火薄層材を展着させる方
法(以下C方法と云う)、構造用耐火鋼材受熱表面に高
耐熱性塗料を被着させる方法(以下り方法と云う)、鋼
材受熱表面に防熱看板を装着させる方法(以下E方法と
云う)あるいは鋼材受熱表面に極薄金属を展着させる方
法(以下F方法と云う)などであるが、C方法は作業環
境が悪くなりやすいため防護手段に費用がかかり、作業
時間が長くなりやすく、養生に長時間を要するため施工
コストが嵩むと云う課題があり、さらにD方法は構造用
耐火鋼材被塗装表面の清浄化および塗装処理に多大の費
用がかかり、また建込みなどに際して塗装面に傷をつけ
やすいと云う課題があり、E方法およびF方法は耐火性
能の向上効果に比して取付コストが高いと云う課題が残
されている。
That is, the means for imparting the fire-resistant performance include a method of spreading an inorganic fibrous fire-resistant thin layer material on the heat-receiving surface of the structural fire-resistant steel material (hereinafter referred to as method C), and a method of applying a highly heat-resistant paint to the heat-receiving surface of the structural fire-resistant steel material. (hereinafter referred to as the "Method"), a method in which a heat-insulating signboard is attached to the heat-receiving surface of the steel material (hereinafter referred to as "Method E"), or a method in which an ultra-thin metal is spread on the heat-receiving surface of the steel material (hereinafter referred to as "Method F"). However, method C tends to create a poor working environment, which requires expensive protective measures, and the work time tends to be long.The curing process takes a long time, which increases construction costs. There is a problem that cleaning and painting the surface of structural fire-resistant steel materials is costly, and the painted surface is easily damaged during erection, etc., and Methods E and F are not effective in improving fire resistance performance. However, the problem remains that the installation cost is high.

本発明の目的は、耐火性能の優れた構造用耐火鋼材を利
用するにあたり、さらに耐火性、断熱性が高い耐火被覆
を構造用耐火鋼材に施し、鉄骨構造物に高い耐火性能保
証を付与することを可能とする手段を提供することにあ
り、さらに他の目的は、鉄骨構造物に対する建築現場で
の耐火被覆が良好な作業環境で安全にかつ能率良〈実施
でき、施工コストが低廉で、耐火性能がすぐれた構造用
耐火鋼材の耐火被覆を提供することにある。
The purpose of the present invention is to use structural fireproof steel materials with excellent fireproofing performance, and to apply a fireproof coating with high fireproofing and heat insulation properties to the structural fireproof steel materials, thereby providing a high guarantee of fireproof performance to steel structures. Another objective is to provide a means by which fire-resistant coating of steel structures at construction sites can be carried out safely and efficiently in a good working environment, has low construction costs, and is fire-resistant. The object of the present invention is to provide a fireproof coating for structural fireproof steel with excellent performance.

〔課題を解決するための手段〕[Means to solve the problem]

本発明の要旨は、片面に熱膨張性耐火被膜を有する成形
薄金属板の無被覆面を、重量比で、C0.04〜0.1
5%、Si0.6%以下、Mn0.5〜1.6%、Nb
0.005〜0.04%、Mo0.4〜0.7%、Al
o、1%以下、N0.001〜0.006%を含有し、
残部がFeおよび不可避不純物からなる構造用耐火鋼材
の表面に当接固着した構造用耐火鋼材の耐火被覆、なら
びに、片面に熱膨張性耐火被膜を有する成形薄金属板の
無被覆面を、重量比で、C0,04〜0.15%、Si
0.6%以下、Mn0.5〜1.6%、Nb 0.00
5〜0.04%、Mo 0.4〜0.7%、Af0.1
%以下、N 0.001〜0.006%に加えてTie
、 005〜0.10%、Zr0.005〜0.03%
、V 0.005〜0.10%、Nip、 05〜0.
5%、Cu0.05〜1.0%、Cry、 05〜1.
0%、B0.0O03〜0、002%、Cab、 00
05〜0.005%、REMo、 001〜0.02%
のうち一種または二種以上を含有し、残部がFeおよび
不可避不純物からなる構造用耐火鋼材の表面に当接固着
した構造用耐火鋼材の耐火被覆である。成形薄金属板を
接着材を介して当接固着すること、金属螺子を介して当
接固着すること、溶接ピンを介して当接固着することは
好ましい。また、熱膨張性耐火被膜が熱発泡性塗料の塗
布層で形成されていること、熱発泡性シートの接着層で
形成されていることも好ましい。
The gist of the present invention is that the uncoated surface of a formed thin metal plate having a thermally expandable fire-resistant coating on one side has a C0.04 to 0.1 by weight ratio.
5%, Si 0.6% or less, Mn 0.5-1.6%, Nb
0.005-0.04%, Mo0.4-0.7%, Al
o, 1% or less, containing N0.001 to 0.006%,
The weight ratio of the fire-resistant coating of the structural fire-resistant steel material that is in contact with and adhered to the surface of the structural fire-resistant steel material, the remainder of which is Fe and unavoidable impurities, and the uncoated surface of the formed thin metal plate that has a thermally expandable fire-resistant coating on one side. So, C0.04~0.15%, Si
0.6% or less, Mn 0.5-1.6%, Nb 0.00
5-0.04%, Mo 0.4-0.7%, Af0.1
% or less, N 0.001-0.006% plus Tie
, 005~0.10%, Zr0.005~0.03%
, V 0.005-0.10%, Nip, 05-0.
5%, Cu0.05-1.0%, Cry, 05-1.
0%, B0.0O03~0,002%, Cab, 00
05~0.005%, REMo, 001~0.02%
This is a fire-resistant coating of a structural fire-resistant steel material, which contains one or more of these, with the remainder being Fe and unavoidable impurities. It is preferable to abut and fix the formed thin metal plates through an adhesive, a metal screw, and a weld pin. It is also preferable that the thermally expandable fireproof coating is formed of a coating layer of a thermally foamable paint or an adhesive layer of a thermally foamable sheet.

〔作 用〕[For production]

本出願人は、火災時における鋼材強度について研究の結
果、無被覆使用を目標とした場合、火災時の最高到達温
度が1000℃であることから、鋼材が該温度で常温耐
力の70%以上の耐力を備えるためにはやはり高価な合
金元素を多量に添加せねばならず、経済性を失すること
を知った。つまり、周知鋼材費とそれに加え耐火被覆を
施工する費用以上に鋼材単価が高くなり、そのような鋼
材は実際的に利用することが出来ない。そこで、さらに
研究を進めた結果、前述のとおり600℃での高温耐力
が常温時の70%以上となる鋼材が最も経済的であるこ
とをつきとめ、高価な添加元素の量を少なくし、かつ耐
火被覆を薄くすることが可能な構造用耐火鋼材を開発し
、先に出願した。
As a result of research on the strength of steel materials in the event of a fire, the applicant found that if uncoated use is targeted, the maximum temperature reached in the event of a fire is 1000 degrees Celsius, and therefore, the strength of steel materials at that temperature is 70% or more of the room temperature yield strength. It was learned that in order to provide yield strength, it was necessary to add a large amount of expensive alloying elements, which resulted in a loss of economic efficiency. In other words, the unit price of the steel material becomes higher than the well-known cost of the steel material and, in addition, the cost of installing the fireproof coating, and such steel material cannot be practically used. Therefore, as a result of further research, we found that the most economical steel material is one whose high-temperature yield strength at 600℃ is 70% or more of that at room temperature, as mentioned above. We have developed a structural fire-resistant steel material that allows for thinner coatings and have previously filed an application.

該構造用耐火鋼材の特徴は、低C−低Mn鋼に微量Nb
と適当量のMOを複合添加した成分組成の鋼片を高温で
再加熱したのち、比較的高温で圧延を終了することにあ
り、該方法によって製造した鋼材は適当な常温耐力を有
するとともに高温耐力が高いと云う特性を備えている。
The characteristics of this structural fireproof steel are that it contains a trace amount of Nb in low C-low Mn steel.
The method involves reheating a steel slab with a composition in which a suitable amount of MO is added and then finishing rolling at a relatively high temperature, and the steel produced by this method has an appropriate room temperature yield strength as well as high temperature yield strength. It has the characteristic of high

つまり、常温耐力に対し600℃の温度域における耐力
の割合が太き(、この理由はNb、 Mo以外の基本成
分が少なく、ミクロ組織が比較的大きなフェライト主体
組織となっているためである。これに対し、細粒フェラ
イトや焼入、焼戻組織などでは、600℃の温度領域に
おける耐力に比して常温耐力が高くなり、常温での規格
を満足させることが難しい。前記構造用耐火鋼材は降伏
比が低く、耐震性に優れているが、これもミクロ組織が
比較的大きなフェライトからなるためである。
In other words, the ratio of the proof stress in the temperature range of 600°C to the room temperature proof stress is large (the reason for this is that there are few basic components other than Nb and Mo, and the microstructure is a relatively large ferrite-based structure). On the other hand, fine-grained ferrite, quenched and tempered structures, etc. have a yield strength at room temperature that is higher than the yield strength in the 600°C temperature range, making it difficult to satisfy the specifications at room temperature.The above-mentioned structural fire-resistant steel materials has a low yield ratio and excellent earthquake resistance, but this is also due to the microstructure consisting of relatively large ferrite.

次に、前記構造用耐火鋼材の特徴的な成分元素とその添
加量について説明する。
Next, the characteristic constituent elements of the structural fireproof steel material and their additive amounts will be explained.

Nb、 Moは微細な炭化物を形成し、さらにMoは固
溶体強化によって高温強度を増加させるが、Moの単独
添加では600℃という高温領域において充分な耐力を
得ることは難しい。そこで、さらに研究の結果、高温領
域における耐力を増加させるにはNbとMoを複合添加
させることが極めて有効であることを突き止めた。しか
しながら、Nb、 Mo量が高すぎると溶接性が悪くな
り、さらに溶接熱影響部(HAZ’)の靭性が劣化する
ので、Nb、 Moの含有量の上限はそれぞれ0.04
%、0.7%とする必要があり、また下限は複合効果が
得られる最小量としてそれぞれ0.005%、0.4%
を含有させる。
Nb and Mo form fine carbides, and Mo increases high-temperature strength through solid solution strengthening, but it is difficult to obtain sufficient yield strength in the high-temperature range of 600° C. by adding Mo alone. Therefore, as a result of further research, it was found that adding Nb and Mo in combination is extremely effective in increasing the yield strength in the high temperature range. However, if the Nb and Mo contents are too high, weldability will deteriorate and the toughness of the weld heat affected zone (HAZ') will deteriorate, so the upper limit of the Nb and Mo contents is 0.04 each.
% and 0.7%, and the lower limit is 0.005% and 0.4%, respectively, as the minimum amount to obtain a combined effect.
Contain.

常温において、溶接構造用圧延鋼材(JIS G310
6)に規定する性能を満足し、かつ600℃の高温にお
いて高い耐力を維持するためには、鋼成分と共に鋼の再
加熱および圧延にかかる条件が重要であって、前述のN
b、 Moの複合添加による高温耐力の増大を図るには
、再加熱時にこれらの元素を充分に溶体化させる必要が
あり、このための再加熱温度の下限は1)00℃となる
。また、再加熱温度が高すぎると結晶粒が大きくなって
低温靭性が劣化するので、その上限は1300℃にせね
ばならない。
At room temperature, rolled steel materials for welded structures (JIS G310
In order to satisfy the performance stipulated in 6) and maintain high yield strength at a high temperature of 600°C, the conditions for reheating and rolling the steel as well as the steel composition are important.
b. In order to increase the high-temperature yield strength through the combined addition of Mo, it is necessary to sufficiently dissolve these elements during reheating, and the lower limit of the reheating temperature for this purpose is 1) 00°C. Furthermore, if the reheating temperature is too high, the crystal grains will become large and the low temperature toughness will deteriorate, so the upper limit must be set at 1300°C.

さらに、圧延終了温度を800℃以上の高温とする理由
は圧延中にNb、 Moの炭化物を析出させないためで
あり、γ域でこれらの元素が析出すると析出物サイズが
大きくなり、高温耐力が著しく低下する。周知の低温圧
延(制御圧延)はラインパイプなど低温靭性が必要な鋼
材では必須要件であるが、本発明が対象とする構造用耐
火鋼材のように低温靭性について高い要求が無く、むし
ろ常温強度と600℃での高温強度のバランスが重要な
場合には、圧延を高温で終了せねばならない。これは降
伏比の低減条件としても重要である。また、圧延終了温
度の上限はtooo℃とすることが望ましく、その理由
は建築用鋼材としての靭性を確保するためである。
Furthermore, the reason why the rolling end temperature is set to a high temperature of 800°C or higher is to prevent carbides of Nb and Mo from precipitating during rolling, and when these elements precipitate in the γ range, the precipitate size becomes large and the high-temperature yield strength is significantly reduced. descend. Well-known low-temperature rolling (controlled rolling) is an essential requirement for steel materials that require low-temperature toughness, such as line pipes, but there is no high requirement for low-temperature toughness like the structural fire-resistant steel materials that are the subject of the present invention, and rather it is necessary for low-temperature strength and low-temperature toughness. If the balance of high temperature strength at 600° C. is important, rolling must be completed at a high temperature. This is also important as a condition for reducing the yield ratio. Further, the upper limit of the rolling end temperature is desirably set to too°C, and the reason for this is to ensure toughness as a building steel material.

高温強度を上昇させるためMoを利用することは、従来
の耐熱鋼では知られているが、建築用に用いる耐火鋼材
として微量のMoに加えて微量のNbを複合添加した鋼
材は知られていない。もっとも、NbとMoを複合添加
した鋼材としてラインパイプ用のアシキュラーフェライ
ト鋼が知られているが、アシキュラーフェライト鋼は製
造にあたり、その目的を達成するため強度の制御圧延を
行うので建築用鋼材としての規格に外れたものとなり、
建築に用いることは出来ない。さらに、アシキュラーフ
ェライト鋼は前記構造用耐火鋼材に比してMn含有量が
多い。これは構造用耐火鋼材とは異なり低温靭性を高め
ることが重要なためで、両者は目的および作用効果の点
で顕著な差異がある。
The use of Mo to increase high-temperature strength is known in conventional heat-resistant steels, but there is no known steel material with a compound addition of a small amount of Mo and a small amount of Nb as a fire-resistant steel material for use in construction. . However, acicular ferritic steel for line pipes is known as a steel material with a composite addition of Nb and Mo, but acicular ferritic steel is manufactured by controlled rolling for strength in order to achieve its purpose, so it is used as a steel for construction. It is not in accordance with the standard as
It cannot be used in architecture. Furthermore, acicular ferritic steel has a higher Mn content than the structural fire-resistant steel. This is because unlike structural fire-resistant steel materials, it is important to improve low-temperature toughness, and there are significant differences between the two in terms of purpose and function and effect.

本発明が対象とする構造用耐火鋼材におけるNb。Nb in structural fire-resistant steel materials targeted by the present invention.

Mo以外の成分限定理由について詳細に説明する。The reason for limiting components other than Mo will be explained in detail.

Cは母材および溶接部の強度確保ならびにNb。C is for ensuring the strength of the base metal and welded part, and Nb.

Moの添加効果を発揮させるために必要であり、0.0
4%未満では効果が薄れるので下限は0.04%とする
。さらに、C量が多すぎると溶接熱影響部の低温靭性に
悪影響をおよぼすだけでなく、母材靭性、溶接性をも劣
化させるので、0.15%が上限となる。
Necessary to exhibit the effect of adding Mo, and 0.0
If it is less than 4%, the effect will be weakened, so the lower limit is set to 0.04%. Furthermore, if the amount of C is too large, it not only adversely affects the low-temperature toughness of the weld heat affected zone but also deteriorates the toughness and weldability of the base metal, so 0.15% is the upper limit.

Siは脱酸上鋼に含まれる元素で、Siが多くなると溶
接性、HAZ靭性が劣化するためその上限を0.6%と
した。本発明が対象とする構造用耐火鋼材ではAi7脱
酸で充分であり、さらにTi脱酸でも良い。HAZ靭性
の点からはSi含有量を0.15%程度とすることが望
ましい。
Si is an element contained in deoxidized steel, and as Si increases, weldability and HAZ toughness deteriorate, so the upper limit was set at 0.6%. For the structural fire-resistant steel materials targeted by the present invention, Ai7 deoxidation is sufficient, and Ti deoxidation may also be used. From the viewpoint of HAZ toughness, it is desirable that the Si content be approximately 0.15%.

Mnは強度、靭性を確保する上で不可欠の元素であり、
その下限は0.5%である。しかしMn量が多すぎると
焼入性が増加して溶接性、 HAZ靭性が劣化するだけ
でなく、目標とする規格に適合する母材強度を得ること
が出来ない。このためMn量の上限を1.6%とした。
Mn is an essential element for ensuring strength and toughness.
Its lower limit is 0.5%. However, if the amount of Mn is too large, not only will hardenability increase and weldability and HAZ toughness deteriorate, but also it will not be possible to obtain base metal strength that meets the target standards. Therefore, the upper limit of the Mn content was set to 1.6%.

Alは一般に脱酸上鋼に含まれる元素であるが、Siお
よびTiによっても脱酸は行なわれるので、本発明が対
象とする構造用耐火鋼材ではAlについて下限は限定し
ない。しかしAl量が多くなると鋼の清浄度が悪くなり
、溶接部の靭性が劣化するので、上限を0.1%とした
Al is generally an element contained in deoxidized steel, but since deoxidation is also performed by Si and Ti, there is no lower limit for Al in the structural fire-resistant steel material targeted by the present invention. However, if the amount of Al increases, the cleanliness of the steel will deteriorate and the toughness of the weld will deteriorate, so the upper limit was set at 0.1%.

Nは一般に不可避的不純物として鋼中に含まれるもので
あるが、Nbと結合し炭窒化物Nb(CN)を形成して
高温強度の向上に効果を発揮する。このため最小量とし
て0.001%必要であるが、N量が多くなると1(A
Z靭性の劣化や連続鋳造スラブの表面疵の発生などを助
長するので、その上限を0.006%とした。
N is generally contained in steel as an unavoidable impurity, but it combines with Nb to form carbonitride Nb (CN), which is effective in improving high-temperature strength. For this reason, 0.001% is required as the minimum amount, but if the amount of N increases, 1(A
Since it promotes deterioration of Z toughness and occurrence of surface flaws in continuously cast slabs, the upper limit is set at 0.006%.

なお、本発明が対象とする構造用耐火鋼材は、不可避不
純物としてPおよびSを含有する。P。
Note that the structural fireproof steel material to which the present invention is directed contains P and S as unavoidable impurities. P.

Sは高温強度に与える影響は小さいので、その量につい
て特に限定はしないが、一般に靭性、板厚方向強度など
に関する鋼材の特性は、これらP。
Since S has a small effect on high-temperature strength, its amount is not particularly limited, but in general, the properties of steel materials such as toughness and strength in the thickness direction are determined by these P.

S元素が少ないほど向上する。望ましいP、B量はそれ
ぞれ0.02%、 0.005%以下である。
The smaller the amount of S element, the better. Desirable amounts of P and B are 0.02% and 0.005% or less, respectively.

本発明が対象とする構造用耐火鋼材の基本成分は以上の
とおりであり、充分に目的を達成できるが、さらに目的
に対し特性を高めるため、以下に述べる元素、即ちTi
、 Zr、 V、 Ni、 Cu、 Cr、 B。
The basic components of the structural fire-resistant steel material targeted by the present invention are as described above, and the purpose can be fully achieved. However, in order to further improve the characteristics for the purpose, the following elements, namely Ti
, Zr, V, Ni, Cu, Cr, B.

Ca、 REMを選択的に添加すると強度、靭性の向上
について、さらに好ましい結果が得られる。つぎに、添
加元素とその添加量について説明する。
When Ca and REM are selectively added, more favorable results can be obtained in terms of improvement in strength and toughness. Next, the additive elements and their amounts will be explained.

Tiは前述のNbとほぼ同じ効果を持つ元素であり、0
、005〜0.02%においてAl量が少ない場合Ti
の酸化物、炭窒化物を形成し、HAZ靭性を向上させる
が、0.005%未満では効果がなく、o、i%を超え
ると目的に対し溶接性などで悪影響がでて好ましくない
Ti is an element that has almost the same effect as Nb mentioned above, and 0
,005 to 0.02%, when the amount of Al is small, Ti
oxides and carbonitrides are formed to improve HAZ toughness, but if it is less than 0.005%, there is no effect, and if it exceeds o or i%, it will have an adverse effect on weldability etc., which is not preferable.

VもNb、 Tiとほぼ同じ効果をもつ元素であり、高
温耐力に対する効果はNb、 Tiに比較して小さいが
0.005〜0.10%の範囲においてHAZ靭性を向
上させる。しかし0.005%未満では効果が無く、0
.10%を超えるとHAZ靭性に好ましくない影響があ
る。
V is also an element that has almost the same effect as Nb and Ti, and although its effect on high-temperature yield strength is smaller than that of Nb and Ti, it improves HAZ toughness in the range of 0.005 to 0.10%. However, if it is less than 0.005%, there is no effect;
.. If it exceeds 10%, it will have an unfavorable effect on HAZ toughness.

つぎに、Niは溶接性、HAZ靭性に悪影響をおよぼす
ことなく、母材の強度、靭性を向上させるが、0.05
%未満では効果が薄<、0.5%以上の添加は建築用鋼
材としての目的に対し極めて高価になるため経済性を失
うので、上限は0.5%とした。
Next, Ni improves the strength and toughness of the base metal without adversely affecting weldability and HAZ toughness, but 0.05
If less than 0.5%, the effect is weak, and if it is added more than 0.5%, it becomes extremely expensive for the purpose of building steel and loses economic efficiency, so the upper limit was set at 0.5%.

CuはNiとほぼ同様な効果を持つほか、Cu析出物に
よる高温強度の増加や耐食性、耐候性の向上にも効果を
有する。しかし、Cu量が1.0%を超えると熱間圧延
時にCu割れが発生して製造が困難になり、また0、0
5%未満では効果が無いのでCu量は0.05〜1.0
%に限定する。
Cu has almost the same effect as Ni, and also has the effect of increasing high temperature strength and improving corrosion resistance and weather resistance due to Cu precipitates. However, if the Cu amount exceeds 1.0%, Cu cracking occurs during hot rolling, making manufacturing difficult.
There is no effect if it is less than 5%, so the amount of Cu is 0.05 to 1.0.
%.

C「は母材および溶接部の強度を高める元素であり、耐
候性の向上にも効果があるが、1.0%を超えると溶接
性やt(AZ靭性を劣化させ、また0、05%未満では
効果が薄い。従ってCr量は0.05〜1.0%とする
。C「はMoと同様に高温強度を増加させる元素である
が、Moと異なり常温強度の増加の割に比し、600℃
での高温強度の増加効果は比較的少ない。
C is an element that increases the strength of the base metal and welded joint, and is also effective in improving weather resistance, but if it exceeds 1.0%, it deteriorates weldability and t (AZ toughness), and if it exceeds 0.05% If it is less than that, the effect is weak. Therefore, the amount of Cr should be 0.05 to 1.0%. Like Mo, C is an element that increases high temperature strength, but unlike Mo, it does not increase the strength at room temperature. ,600℃
The effect of increasing high temperature strength is relatively small.

Bは鋼の焼入性を増大させ強度を太き(する元素であり
、Nと結合したBNはフェライト発生核として作用し、
HAZ組織を微細化する。このようなりの効果を得るた
めには最小限0.0003%のB量が必要で、それ未満
では効果が無く、またB量が多過ぎると粗大なり−co
nstituentがHAZの粒界に析出して低温靭性
を劣化させる。このため、B量の上限は0.002%に
制限する。
B is an element that increases the hardenability of steel and increases its strength. BN combined with N acts as a ferrite generation nucleus,
Refine the HAZ structure. In order to obtain this kind of effect, a minimum amount of B of 0.0003% is required; less than that will have no effect, and too much B will cause coarseness.
nstituent precipitates at the grain boundaries of the HAZ and deteriorates low-temperature toughness. Therefore, the upper limit of the amount of B is limited to 0.002%.

Ca、 REMは硫化物(MnS)の形態を制御し、シ
ャルピー吸収エネルギーを増加させ低温靭性を向上させ
るほか、耐水素誘起割れ性の改善にも効果を発揮する。
Ca and REM control the morphology of sulfide (MnS), increase Charpy absorbed energy, improve low-temperature toughness, and are also effective in improving hydrogen-induced cracking resistance.

しかし、Ca量は0.0005%未満では実用上効果が
無く、また0、005%を超えるとCab、 CaSが
多量に生成して大形介在物となり鋼の靭性のみならず清
浄度も害し、さらに溶接性にも悪影響を与えるので、C
a添加量の範囲を0.0005〜0.005%とする。
However, if the Ca content is less than 0.0005%, it has no practical effect, and if it exceeds 0.005%, a large amount of Cab and CaS will be generated, forming large inclusions that will harm not only the toughness of the steel but also its cleanliness. Furthermore, C has a negative effect on weldability.
The range of the amount of a added is 0.0005 to 0.005%.

また、REMもCaと同様な効果があり、また添加量を
多くするとCaと同様な問題が生じ、また経済性も悪く
なるので、REM量の下限を0.001%とし、上限を
0.02%とする。
In addition, REM has the same effect as Ca, and increasing the amount added causes the same problems as Ca and is also less economical, so the lower limit of REM amount is set at 0.001%, and the upper limit is set at 0.02%. %.

なお、本発明が対象とする構造用耐火鋼材を製造後、脱
水素などの目的でA。1変態点以下の温度に再加熱して
も、その特徴は何等損なわれることは無い。また、周知
のように鋼片を再加熱し、ついで熱間塑性加工すること
により製品とするが、その後さらに所望の形態を備えた
鋼材を製造するため、製品を熱間でさらに塑性加工して
もよい。
In addition, after manufacturing the structural fireproof steel material targeted by the present invention, A is used for purposes such as dehydrogenation. Even if it is reheated to a temperature below the 1 transformation point, its characteristics will not be impaired in any way. In addition, as is well known, a product is produced by reheating a steel billet and then subjecting it to hot plastic working.After that, in order to produce a steel material with a desired shape, the product is further subjected to hot plastic working. Good too.

たとえば、ブルーム、ビレットとしたのち、形鋼とする
ほか、製品を素材とし、冷間加工して所望の鋼材たとえ
ば形鋼や鋼管を製造しても良い。その際、必要に応じて
、熱処理を適宜に実施する。
For example, in addition to forming blooms or billets into shaped steel, the product may be used as a raw material and cold-worked to produce desired steel materials such as shaped steel or steel pipes. At that time, heat treatment is appropriately performed as necessary.

次に、本発明が対象とする構造用耐火鋼材の機械的性質
を周知鋼材と比較して詳細に説明する。
Next, the mechanical properties of the structural fire-resistant steel material targeted by the present invention will be explained in detail in comparison with well-known steel materials.

第1表は構造用耐火鋼材とJIS G 3106溶接構
造用圧延鋼材(3M50A)との成分比較を示し、第1
図は両者について火災時の耐力比較を行なった結果を示
す。     第1表 第1図は縦軸にYP比、横軸に温度(℃)をとったもの
で、実線で示す折線lが本発明が対象とする構造用耐火
鋼材、破線で示す折m 2 +がSS旧、点鎖線で示す
折線2.が5M50Aの変化を示す。
Table 1 shows a composition comparison between structural fire-resistant steel and JIS G 3106 welded structural rolled steel (3M50A).
The figure shows the results of comparing the fire resistance of both types. Table 1 Figure 1 shows the YP ratio on the vertical axis and the temperature (°C) on the horizontal axis, where the solid line 1 indicates the structural fire-resistant steel material targeted by the present invention, and the broken line 2+ indicates the structural fireproof steel material targeted by the present invention. is SS old, broken line 2 shown by dotted chain line. shows the change in 5M50A.

第1図で明らかなように、800℃を超える温度では差
がなくなるが、本発明が対象とする構造用耐火鋼材は6
00°C〜700℃において5M50Aの2倍の耐力を
保持しており、建築用鋼材として優れた特性を備えてい
ることが判る。このことから、本発明が対象とする構造
用耐火鋼材は5M50Aや3341に比し、火災荷重が
等しい場合、耐火被覆がより薄いものでよいことが明ら
かである。
As is clear from Fig. 1, the difference disappears at temperatures exceeding 800°C, but the structural fire-resistant steel material targeted by the present invention is
It can be seen that it maintains twice the yield strength of 5M50A at 00°C to 700°C, and has excellent properties as a construction steel. From this, it is clear that the structural fireproof steel material targeted by the present invention requires a thinner fireproof coating when the fire load is equal compared to 5M50A and 3341.

つぎに、本発明が対象とする構造用耐火鋼材に対し前記
C−F方法で耐火被覆を施した場合、耐火性能は格段に
向上するが前述のような課題がある。
Next, when fire-resistant coating is applied to the structural fire-resistant steel material targeted by the present invention by the C-F method, the fire-resistant performance is significantly improved, but there are problems as described above.

本発明では、前記C−F方法と異なり、あらかじめ工場
で製造しておいた片面に熱膨張性耐火被膜を有する成形
薄金属板を建築現地に運搬し、現地では成形薄金属板の
無被覆面を構造用耐火鋼材の表面に当接固着して耐火被
覆を形成することができるため、耐火被覆の施工が容易
で、高能率に実施できるのみならず、作業環境も悪化す
ることが無い。さらに、運搬、取付に際してハンドリン
グが簡単なため、耐火被覆の損傷が極めて少なく、人手
も少な(て済む。
In the present invention, unlike the above-mentioned C-F method, a formed thin metal plate having a heat-expandable fire-resistant coating on one side, which has been manufactured in advance at a factory, is transported to the construction site, and the uncoated side of the formed thin metal plate is transported to the construction site. Since the fireproof coating can be formed by contacting and fixing the fireproof coating to the surface of the structural fireproof steel material, the fireproof coating can be easily applied and can be carried out with high efficiency, and the working environment will not be deteriorated. Furthermore, since it is easy to handle during transportation and installation, there is extremely little damage to the fireproof coating and less manpower is required.

また、外面に熱膨張性耐火被膜を曝す構成であるため、
火災に際しては火炎が直接熱膨張性耐火被膜にあたり、
耐火被膜は確実に熱膨張すると共に発泡炭化作用が円滑
に進行して、効果的な断熱が実現する。
In addition, since the structure exposes a thermally expandable fireproof coating on the outer surface,
In the event of a fire, the flames directly hit the thermally expandable fireproof coating,
The fireproof coating reliably thermally expands and the foaming carbonization process proceeds smoothly, achieving effective heat insulation.

さらに、成形薄金属板を接着材を介して当接固着する場
合は、熟練作業者の必要が無く、短期間に耐火被覆形成
施工が出来る。金属螺子もしくは溶接ピンを介して当接
固着する場合は、施工時間も短くてすみ、成形薄金属板
と鉄骨構造物との固着が機械的に非常に強固であり、耐
火被覆の剥落等の恐れが極めて少ないので保護機能に対
し高い信頼性が得られる。
Furthermore, when the formed thin metal plates are abutted and fixed together via an adhesive, there is no need for skilled workers, and the fireproof coating can be formed in a short period of time. If the metal screws or weld pins are used for contact and fixation, the construction time will be shorter, and the bond between the formed thin metal plate and the steel structure will be mechanically very strong, and there is a risk of the fireproof coating peeling off, etc. Since the amount of damage is extremely small, high reliability of the protection function can be obtained.

熱膨張性耐火被膜が熱発泡性塗料の塗布層で形成されて
いる場合は、成形薄金属板が設備的に完備された工場に
おいて製造されるので、被塗装面清浄化処理、温度、湿
度、防塵、乾燥、成形加工などの面で充分に管理された
良好な雰囲気において多量生産が可能なため、品質の優
れた耐火被膜を有する成形薄金属板を比較的安価に得る
ことが出来ることと、成形薄金属板が軽食で取扱いや固
着作業が容易であるため、鉄骨構造物の耐火被覆形成費
用が低置で済む利点がある。熱膨張性耐火被膜が熱発泡
性シートの接着層で形成されている場合は、被膜が物理
的な衝撃に強く、耐火性能について高い信頼性が得られ
、耐火被覆施工作業も容易である。
When the thermally expandable fireproof coating is formed from a coating layer of thermally foamable paint, the molded thin metal plates are manufactured in a fully equipped factory, so cleaning treatment of the surface to be painted, temperature, humidity, Since mass production is possible in a well-controlled atmosphere in terms of dust prevention, drying, molding, etc., it is possible to obtain molded thin metal plates with a fire-resistant coating of excellent quality at a relatively low cost. Since the formed thin metal plate is light and easy to handle and fix, it has the advantage that the cost of forming fireproof coatings on steel structures is low. When the thermally expandable fireproof coating is formed of an adhesive layer of a thermally foamable sheet, the coating is resistant to physical impact, has high reliability in terms of fireproofing performance, and is easy to apply.

〔実施例〕〔Example〕

第2図は、鉄骨構造物の柱材に用いられた構造用耐火鋼
材、すなわちこの例では丸鋼管3に耐火被覆を形成する
状況を示す概略部分斜視図であって、外面に熱膨張性耐
火被膜を有する半円形成形薄鋼板4a、 4bの無被覆
面を丸鋼管3の表面に当接固着する。
FIG. 2 is a schematic partial perspective view showing a state in which a fireproof coating is formed on a structural fireproof steel material used for a column material of a steel structure, that is, a round steel pipe 3 in this example. The uncoated surfaces of the coated semicircular thin steel plates 4a and 4b are brought into contact with and fixed to the surface of the round steel pipe 3.

半円形成形薄鋼板4a、 4bは、第3図の概略部分断
面図に示すように、たとえば熱膨張性耐火被膜5を接着
材6を介して薄鋼板7に接着した3層の構成を有し、第
4図の部分断面図に示すように、タッピン螺子8a、 
8bを介して丸鋼管3の表面に固着するか、もしくは接
着材を用いて丸鋼管3の表面に固着する。
As shown in the schematic partial cross-sectional view of FIG. 3, the semicircular shaped thin steel plates 4a and 4b have a three-layer structure in which, for example, a thermally expandable fireproof coating 5 is bonded to a thin steel plate 7 via an adhesive 6. As shown in the partial sectional view of FIG. 4, the tapping screw 8a,
It is fixed to the surface of the round steel pipe 3 via the wire 8b, or it is fixed to the surface of the round steel pipe 3 using an adhesive.

第4図に示すように、半円形成形薄鋼板4aの端部’a
l+ 4a、は、半円形成形薄鋼板4bの端部4b1゜
4b、の上に重なるように上方に折り曲げられており、
タッピン螺子8a、 8bを用い、端部4a、、 4a
、、端部41)+、 4btを貫いて丸鋼管3に螺着す
る。
As shown in FIG. 4, the end 'a of the semicircular thin steel plate 4a
l+ 4a is bent upward so as to overlap the end 4b1゜4b of the semicircular formed thin steel plate 4b,
Using tapping screws 8a, 8b, end portions 4a, 4a
,, end portion 41)+, pierce through 4bt and screw onto the round steel pipe 3.

タッピン螺子8a、 8bは半円形成形薄鋼板4a、 
4bの重量や要求される耐火性能に応じて取付数を選定
するほか、材質的に耐熱性の優れたもの、例えばステン
レス鋼を採用することが望ましい。また、タッピン螺子
8a、 8bを利用する際に座金を用いても良く、熱膨
張性耐火被膜5の機械的強度に応じて選択的に用いる。
The tapping screws 8a, 8b are semicircularly formed thin steel plates 4a,
In addition to selecting the number of attachments according to the weight of the 4b and the required fire resistance, it is also desirable to use a material with excellent heat resistance, such as stainless steel. Further, when using the tapping screws 8a and 8b, washers may be used, and they are selectively used depending on the mechanical strength of the thermally expandable fireproof coating 5.

タッピン螺子8a、 8bを用いる場合、成形薄鋼板に
あらかじめ所定数の貫通孔たとえば3〜4舶の孔を穿設
しておき、該貫通孔を利用してドリルで構造用耐火鋼材
を穿孔し、電動工具で螺子上めする方法を採用すると作
業時間を著しく短縮することが可能である。また、タッ
ピン螺子8a、 8bはその表面に必要に応じて耐火塗
料を塗布したものを用いるか、あるいは取付後に耐火塗
料を塗布すると耐火性能について信頼性を高めることが
出来る。
When using the self-tapping screws 8a and 8b, a predetermined number of through holes, for example, 3 to 4 holes, are drilled in advance in the formed thin steel plate, and the through holes are used to drill the structural fireproof steel material with a drill. Adopting the method of screwing in with a power tool can significantly shorten the working time. Furthermore, if the tapping screws 8a and 8b are coated with fire-resistant paint on their surfaces as necessary, or if a fire-resistant paint is applied after installation, reliability in terms of fire resistance can be increased.

半円形成形薄鋼板4a、 4bのように片面に熱膨張性
耐火被膜を有し、構造用耐火鋼材の表面形状に合わせて
あらかじめ長方形や溝形あるいは半円形等に形を整えた
ものを本発明では以下単に成形薄鋼板と云う。
Semicircularly formed thin steel plates 4a and 4b, which have a heat-expandable fireproof coating on one side and are shaped in advance into a rectangle, groove, or semicircle to match the surface shape of the structural fireproof steel, are used. In the present invention, this will be simply referred to as a formed thin steel sheet hereinafter.

本発明では前述のように成形薄鋼板を用いるので、第4
図で説明したとおりに、建築現場において、柱材として
組み立てが終了した丸鋼管3に対して、半円形成形薄鋼
板4a、 4bの無被膜面すなわち地金面を丸鋼管3の
被覆すべき表面に外側から当接し、固着すると云う簡単
な手段で鉄骨構造物の耐火被覆を形成させることが出来
る。本発明は、このように建築現場において従来のよう
な耐火物の吹き付けの必要がないため作業に熟練を要せ
ず、作業雰囲気は極めて良好で、さらに乾燥等の工程も
不必要なので、作業期間も極めて短くて済む。
Since the present invention uses a formed thin steel plate as described above, the fourth
As explained in the figure, at the construction site, the uncoated surfaces of the semicircular formed thin steel plates 4a and 4b, that is, the base metal surfaces, should be covered with the round steel tubes 3 that have been assembled as pillar materials. A fireproof coating can be formed on a steel structure by a simple method of abutting the surface from the outside and fixing it. The present invention eliminates the need for spraying refractories as in the past at construction sites, so no skill is required for the work, the work atmosphere is extremely good, and there is no need for processes such as drying, so the work period can be shortened. It can also be extremely short.

また、固着手段のうち接着法を採用する場合は、建築現
場で構造用耐火鋼材表面もしくは成形薄鋼板の無被膜面
に接着材をローラー法やスプレー法で塗布する手段を用
いてもよいが、あらかじめ工場において成形薄鋼板の無
被膜面に接着材を塗布したのち接着材表面を周知の可剥
性非接着シートで覆い、建築現場で可剥性非接着シート
を剥がして接着する方法を採用すると云う作業性の高い
方法も採用することが出来る。
In addition, when adhesion is used as a fixing method, the adhesive may be applied to the surface of the structural fire-resistant steel material or the uncoated surface of the formed thin steel plate at the construction site using a roller method or spray method. Adhesive is applied to the non-coated surface of the formed thin steel sheet in advance at the factory, the surface of the adhesive is covered with a well-known peelable non-adhesive sheet, and the peelable non-adhesive sheet is peeled off and bonded at the construction site. It is also possible to adopt a method with high workability.

本発明において成形薄鋼板の無被膜面を構造鋼材の表面
に当接固着するとは、前述のような接着材の使用や可剥
性非接着シートを採用する場合を含め広義の意味におい
て用いるものである。
In the present invention, the uncoated surface of the formed thin steel sheet is used in a broad sense to include the use of an adhesive or the use of a peelable non-adhesive sheet as described above. be.

つぎに、第5図、第6図は異なった実施例にかかる耐火
被覆を示す概略断面説明図で、第5図は形状が同一で雌
雄の区別の無い半円形成形薄鋼板4c、 4dを用いて
丸鋼管3を被覆した実施例であり、成形薄鋼板の製作コ
ストが安くて済む利点がある。
Next, FIGS. 5 and 6 are schematic cross-sectional views showing fireproof coatings according to different embodiments, and FIG. 5 shows semicircularly formed thin steel plates 4c and 4d that have the same shape and are indistinguishable between male and female. This is an embodiment in which the round steel tube 3 is coated using the same material, and has the advantage that the manufacturing cost of the formed thin steel plate is low.

第6図は係合フランジ4e、、 4e、、 4f、、 
4f、を有する半円形成形薄鋼板4e、 4fを用いて
連結ボルト9a。
FIG. 6 shows engaging flanges 4e, 4e, 4f, .
Connecting bolt 9a using semicircular formed thin steel plates 4e and 4f.

9bで固着した実施例であって、この手段は丸鋼管3を
穿孔しないので、力学的に有利な利点がある。
9b, this means does not perforate the round steel tube 3, so it has mechanical advantages.

第7図、第8図はそれぞれ丸鋼管10. H形鋼1)に
耐火被覆を施した例で、第7図は溝形成形薄鋼板4g、
 4hをタッピン螺子8c、 8dで取り付けたちので
あり、第8図はウェブ成形薄鋼板4i、 4j、フラン
ジ成形薄鋼板4に、 41を用いH形鋼1)を接着手段
により被覆した例を示す。
Figures 7 and 8 show round steel pipes 10. An example of H-shaped steel 1) coated with fireproof coating, Fig. 7 shows a grooved thin steel plate 4g,
4h is attached with tapping screws 8c and 8d, and FIG. 8 shows an example in which web-formed thin steel plates 4i and 4j and flange-formed thin steel plate 4 are coated with H-section steel 1) using adhesive means.

周知のとおり、熱的機能を有する塗料として耐熱塗料、
防火塗料があり、また防火塗料には難燃性、不燃性のも
のと膨張形防火塗料がある。本発明における熱膨張性耐
火被膜とは、主として膨張形防火塗料を用いて形成した
耐火被膜を云う。膨張形防火塗料は、発泡用原料として
の防火薬剤反応触媒原料、炭素生成原料、不燃性ガス発
生原料と顔料、エマルジョンからなり、さらに炭素生成
原料は炭水化物と多価アルコール類、不燃性ガス発生原
料はジシアンジアミド・メラミン・塩化パラフィン等が
用いられており、この他油性系形膨張形防火塗料も開発
されている。
As is well known, heat-resistant paints are paints with thermal functions.
There are fire-retardant paints, and fire-retardant paints include flame-retardant, non-combustible paints, and intumescent fire-retardant paints. The thermally expandable fireproof coating in the present invention refers to a fireproof coating mainly formed using an expandable fireproof coating. Expandable fire protection paint consists of a fire prevention chemical reaction catalyst raw material as a foaming raw material, a carbon generation raw material, a nonflammable gas generation raw material and pigment, and an emulsion, and the carbon generation raw materials include carbohydrates, polyhydric alcohols, and a nonflammable gas generation raw material. Dicyandiamide, melamine, chlorinated paraffin, etc. are used, and oil-based expandable fire protection paints have also been developed.

本発明においては耐火被膜を前記の膨張形防火塗料を用
いて形成するが、それに限定すること無く、特開昭59
−47285号公報に開示されているようにエチレンジ
アミンホスフェートとシアヌール酸誘導体またはその塩
との組み合わせを含有する防火塗料や、特開昭59−1
5474号公報に示されているように膨張形防火塗料を
利用してその特性を生かしシート状としたもの、特開昭
6k 136558号公報で明らかにされているように
弾性合成樹脂エマルジョン結合材と四硼酸ナトリウム水
化物を含む防火塗料などを用いることが出来る。また、
この他特開昭62−21)437号公報に開示されてい
るように無機材料と膨張形防火塗料との組み合わせから
なるシート状材料や、特開昭62−133232号公報
に開示されているように無機繊維材と膨張形防火材から
なる組み合わせ材なども利用可能であるか、耐火被膜厚
や耐久性、ハンドリングなどの課題において、目的とす
る耐火性能に比し、安全面や製造コストにおいて経済性
を失なわない範囲でそれらを選択採用する。
In the present invention, the fireproof coating is formed using the above-mentioned expandable fireproofing paint, but the present invention is not limited thereto.
Fire-retardant paints containing a combination of ethylenediamine phosphate and cyanuric acid derivatives or their salts as disclosed in Japanese Patent Publication No. 47285, and JP-A-59-1
As disclosed in Japanese Patent Publication No. 5474, expansible fire prevention paint is used to take advantage of its properties and is made into a sheet, and as disclosed in Japanese Patent Application Laid-open No. 136558, an elastic synthetic resin emulsion binder is used. Fire retardant paint containing sodium tetraborate hydrate can be used. Also,
In addition, there are sheet-like materials made of a combination of inorganic materials and intumescent fire prevention paints as disclosed in JP-A No. 62-21) 437, and sheet materials as disclosed in JP-A-62-133232. Is it possible to use combination materials consisting of inorganic fiber materials and expandable fireproofing materials?Is it possible to use materials such as combinations of inorganic fiber materials and expandable fireproofing materials? Select and adopt them to the extent that they do not lose their sexuality.

本発明では前述のようにあらかじめ成形薄鋼板を工場生
産し、それを建築現場に運搬し構造用耐火鋼材に固着す
るが、そのような手段が可能なのは、構造用耐火鋼材も
通常鋼材規格に準拠して製造するので寸法や製造誤差に
ついても厳格に規定されており、成形薄鋼板もそれに一
致するように生産計画をたてることが出来るからである
In the present invention, as mentioned above, formed thin steel plates are produced in advance in a factory, transported to a construction site, and fixed to structural fire-resistant steel materials, but such a method is only possible if the structural fire-resistant steel materials also comply with the standard steel standards. This is because the dimensions and manufacturing tolerances are strictly regulated, and the production plan for the formed thin steel sheets can be made to match these regulations.

成形薄鋼板の製造であるが、熱膨張性耐火被膜の種別と
使用目的に応じて簡単な構造から複雑な構造まで、経済
性を考慮して構造設計を行なう。
In the production of formed thin steel sheets, the structure is designed with economic efficiency in mind, ranging from simple to complex structures depending on the type of thermally expandable fireproof coating and the purpose of use.

例えば高品質成形薄鋼板の場合の一実施例であるが、ア
ンコイラ−でコイルから巻き戻した薄鋼板を脱脂、洗浄
工程を経て所定寸法に剪断成形したのち、防錆塗料塗布
、耐火塗料後数層塗布、養生、乾燥工程を実施し、さら
にその表面に仕上げ塗料を施す。従って、本発明におけ
る熱膨張性耐火被膜は、第9図の部分概略断面図に示す
ように熱膨張性耐火シー1−12、無機耐熱接着材13
、薄鋼板7のような3層構造から、第1O図の部分概略
断面図に示すように仕上げ塗料14、熱膨張性耐火被膜
15a、 15b、防錆塗料16、薄鋼板7、接着材1
7、可剥性非接着シート18等からなる多層構造まで多
様な構造を備えたものを含む。
For example, in one example of a high-quality formed thin steel plate, the thin steel plate is rewound from the coil in an uncoiler, degreased, washed, and shear-formed to a predetermined size. A layer application, curing, and drying process is carried out, and then a finishing paint is applied to the surface. Therefore, the heat-expandable fire-resistant coating in the present invention includes the heat-expandable fire-resistant sheet 1-12, the inorganic heat-resistant adhesive 13, as shown in the partial schematic cross-sectional view of FIG.
, a three-layer structure such as the thin steel plate 7, as shown in the partial schematic cross-sectional view of FIG.
7. Including those with various structures up to multilayer structures consisting of peelable non-adhesive sheets 18 and the like.

さらに、本発明において、可撓性に富む熱膨張性耐火被
膜を用いる場合は、構造用耐火鋼材の複雑な接合部被覆
に際し、切断工具や曲げ工具を用いて所定の形状に加工
し対応することが容易であり、柱や梁に限ること無く、
迅速な被覆作業が出来る。
Furthermore, in the present invention, when using a highly flexible thermally expandable fireproof coating, it is necessary to process it into a predetermined shape using a cutting tool or a bending tool when covering complex joints of structural fireproof steel materials. It is easy to use, and is not limited to columns and beams.
Enables quick coating work.

つぎに本発明の耐火性能を図面に従って説明する。Next, the fire resistance performance of the present invention will be explained with reference to the drawings.

第1)図は周知鋼材(SS41)と本発明が対象とする
構造用耐火鋼材との高温耐力比較を示す図であって、縦
軸は応力度(kgf/amり、横軸は試験温度(’C)
で、曲線19は周知鋼材の応力度(kg f/Mりの変
化を示し、曲線20は構造用耐火鋼材の応力度(kgf
/ff1ffl”)の変化を示す。同図から明らかなよ
うに、周知鋼材は350℃付近で許容応力度(22kg
f/+am”)を下回るため、300〜350℃で発泡
することにより断熱効果を期待できる熱発泡性塗料の利
用効果が得られない。それに対し、本発明が対象とする
構造用耐火鋼材は、曲線20で明らかなように600℃
でも許容応力度(22kg f/w ” )を上回る性
能を保持している。従って、本発明が対象とする構造用
耐火鋼材に熱膨張性耐火被膜を施した場合、高い耐火性
能が期待出来る。
Figure 1) is a diagram showing a comparison of high-temperature yield strength between a well-known steel material (SS41) and a structural fire-resistant steel material targeted by the present invention, where the vertical axis is the stress level (kgf/am) and the horizontal axis is the test temperature (kgf/am). 'C)
Curve 19 shows the change in stress (kgf/M) of well-known steel materials, and curve 20 shows the change in stress (kgf/M) of structural fire-resistant steel.
/ff1ffl"). As is clear from the figure, the well-known steel material has an allowable stress (22kg
f/+am”), it is not possible to obtain the effect of using thermally foamable paint, which can be expected to have a heat insulation effect by foaming at 300 to 350°C.On the other hand, the structural fire-resistant steel materials targeted by the present invention: 600℃ as evident in curve 20
However, it maintains performance exceeding the allowable stress level (22 kg f/w''). Therefore, when a thermally expandable fire-resistant coating is applied to the structural fire-resistant steel material targeted by the present invention, high fire-resistant performance can be expected.

第12図は、本発明が対象とする構造用耐火鋼材に熱膨
張性耐火被膜を施して加熱炉に装入し、縦軸に温度(℃
)を、横軸に加熱時間(min)をとり、耐火試験を実
施した際の温度変化を示すもので、曲線21は炉温変化
、曲線22a〜22eは各試験材の温度変化を示す。炉
温300℃を中心とする前後100℃の範囲で熱膨張性
耐火被膜の発泡、断熱作用が始まり、試験材の昇温速度
が低下する結果、60分を経過しても600℃前後であ
って、本発明の実用効果は極めて多大である。
FIG. 12 shows the structural fireproof steel material targeted by the present invention, which is coated with a thermally expandable fireproof coating and charged into a heating furnace, and the vertical axis shows the temperature (°C
), the horizontal axis represents the heating time (min), and shows the temperature change when the fire resistance test was performed, where the curve 21 shows the furnace temperature change, and the curves 22a to 22e show the temperature changes of each test material. Foaming and insulation of the thermally expandable fireproof coating begins in the range of 100°C around the furnace temperature of 300°C, and as a result, the rate of temperature rise of the test material decreases, and as a result, the temperature remains at around 600°C even after 60 minutes. Therefore, the practical effects of the present invention are extremely large.

〔発明の効果〕〔Effect of the invention〕

本発明は、あらかじめ品質の優れた熱膨張性耐火被膜を
有する成形薄金属板を高能率かつ低コストで工場生産し
、建築現地では成形薄鋼板を構造用耐火鋼材の表面に当
接固着することができるため、鉄骨構造物に対する建築
現地での耐火被覆工事が能率良〈実施でき、かつ形成さ
れた耐火被覆の信頼性が高く、耐火被覆形成施工費用が
低置で済み、鉄骨構造物に対し従来に例の無い高い耐火
性能を経済的に付与することが可能で、また、目的に応
じて最も適切な品質の熱膨張性耐火被膜を自由に設計し
選定できるため、最経済性の追及が容易である。また、
熱膨張性耐火被膜は管理が充分な工場で施工するため品
質のむらが少なく、生産および施工検査も外観検査や非
破壊検査等経済的手段で実施でき、保守点検も容易なた
め、維持費用が安くて済む利点がある。
The present invention involves producing in advance in a factory a formed thin metal plate having a thermally expandable fireproof coating of excellent quality at a high efficiency and at low cost, and at the construction site, the formed thin steel plate is brought into contact with and fixed to the surface of the structural fireproof steel material. This makes it possible to carry out fireproof coating work on steel structures at the construction site efficiently, and the reliability of the formed fireproof coating is high, and the construction cost for forming fireproof coatings is low. It is possible to economically provide unprecedented high fire resistance performance, and it is also possible to freely design and select the thermally expandable fire resistant coating of the most appropriate quality depending on the purpose, making it possible to pursue the highest economic efficiency. It's easy. Also,
Because thermally expandable fireproof coatings are installed in well-controlled factories, there is little variation in quality, and production and construction inspections can be carried out using economical means such as visual inspections and non-destructive inspections, and maintenance and inspections are easy, so maintenance costs are low. There is an advantage that it can be done easily.

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

第1図は構造用耐火鋼材と溶接構造用圧延鋼材の火災時
の耐力比較を示す図、 第2図は構造用耐火鋼材に耐火被覆を形成する状況を示
す概略部分斜視図、 第3図は成形薄鋼板の概略部分断面図、第4図は構造用
耐火鋼材に成形薄鋼板を固着する概略断面説明図、 第5図〜第8図は異なった実施例にかかる耐火被覆を示
す概略説明図、 第9図、第1O図は熱膨張性耐火被膜の部分概略断面図
、 第1)図は周知鋼材と構造用耐火鋼材との高温耐力比較
を示す図、 第12図は構造用耐火鋼材に熱膨張性耐火被膜を有する
成形薄鋼板を固着し、耐火試験をおこなった際の温度変
化を示す図である。 3・・・丸鋼管、4a〜41・・・半円形成形薄鋼板、
4a、、 4a、、 4b、、 4b、−・・端部、4
e、、 4e、、 4f、、 4f。 ・・・係合フランジ、5・・・熱膨張性耐火被膜、6・
・・接着材、7・・・薄鋼板、8a、 8b・・・タッ
ピン螺子、9a。 9b・・・連結ボルト、10・・・角鋼管、1)・・・
H形鋼、12・・・熱膨張性耐火シート、13・・・無
機耐熱接着材、14・・・仕上げ塗料、15a、 ]、
5b・・・熱膨張性耐火被膜、16・・・防錆塗料、1
7・・・接着材、18・・・可剥性非接着シート。 左1図 温贋(”C) 代理人 弁理士  秋 沢 政 光 他1名 7i3叉 才2図
Figure 1 is a diagram showing a comparison of the fire resistance of structural fire-resistant steel materials and welded structural rolled steel materials. Figure 2 is a schematic partial perspective view showing the situation in which a fire-resistant coating is formed on structural fire-resistant steel materials. Figure 3 is A schematic partial cross-sectional view of a formed thin steel plate, FIG. 4 is a schematic cross-sectional explanatory view of fixing a formed thin steel plate to a structural fire-resistant steel material, and FIGS. 5 to 8 are schematic explanatory views showing fire-resistant coatings according to different embodiments. , Figure 9 and Figure 1O are partial schematic cross-sectional views of thermally expandable fireproof coatings, Figure 1) is a diagram showing a comparison of high temperature strength of well-known steel materials and structural fireproof steel materials, and Figure 12 is a diagram showing the high temperature strength of structural fireproof steel materials. It is a figure which shows the temperature change when the formed thin steel plate which has a heat-expandable fireproof coating was fixed, and the fire resistance test was performed. 3...Round steel pipe, 4a-41...Semicircular formed thin steel plate,
4a,, 4a,, 4b,, 4b, --... end, 4
e,, 4e,, 4f,, 4f. ... Engaging flange, 5... Thermal expandable fireproof coating, 6.
... Adhesive material, 7... Thin steel plate, 8a, 8b... Tapping screw, 9a. 9b... Connection bolt, 10... Square steel pipe, 1)...
H-shaped steel, 12... Thermally expandable fireproof sheet, 13... Inorganic heat-resistant adhesive, 14... Finishing paint, 15a, ],
5b...Thermally expandable fireproof coating, 16...Rust-preventive paint, 1
7... Adhesive material, 18... Peelable non-adhesive sheet. Figure 1 on the left: Warm and false (“C) Agent: Patent attorney Masamitsu Aki Sawa and 1 other person 7i3 Figure 2

Claims (7)

【特許請求の範囲】[Claims] (1)片面に熱膨張性耐火被膜を有する成形薄金属板の
無被覆面を、重量比で、 C0.04〜0.15%、 Si0.6%以下、 Mn0.5〜1.6%、 Nb0.005〜0.04%、 M00.4〜0.7%、 Al0.1%以下、 N0.001〜0.006% を含有し、残部がFeおよび不可避不純物からなる構造
用耐火鋼材の表面に当接固着した構造用耐火鋼材の耐火
被覆。
(1) The uncoated surface of a molded thin metal plate having a thermally expandable fireproof coating on one side has the following properties by weight: C 0.04 to 0.15%, Si 0.6% or less, Mn 0.5 to 1.6%, The surface of a structural fire-resistant steel material containing 0.005-0.04% Nb, 0.4-0.7% M0, 0.1% or less Al, and 0.001-0.006% N, with the balance consisting of Fe and unavoidable impurities. A fire-resistant coating of structural fire-resistant steel material that is abutted against and adhered to.
(2)片面に熱膨張性耐火被膜を有する成形薄金属板の
無被覆面を、重量比で、 C0.04〜0.15%、 Si0.6%以下、 Mn0.5〜1.6%、 Nb0.005〜0.04%、 Mo0.4〜0.7%、 Al0.1%以下、 N0.001〜0.006% に加えて Ti0.005〜0.10%、 Zr0.005〜0.03%、 V0.005〜0.10%、 Ni0.05〜0.5%、 Cu0.05〜1.0%、 Cr0.05〜1.0%、 B0.0003〜0.002%、 Ca0.0005〜0.005%、 REM0.001〜0.02% のうち一種または二種以上を含有し、残部がFeおよび
不可避不純物からなる構造用耐火鋼材の表面に当接固着
した構造用耐火鋼材の耐火被覆。
(2) The uncoated surface of a molded thin metal plate having a thermally expandable fireproof coating on one side has the following properties by weight: C 0.04 to 0.15%, Si 0.6% or less, Mn 0.5 to 1.6%, In addition to Nb0.005~0.04%, Mo0.4~0.7%, Al0.1% or less, N0.001~0.006%, Ti0.005~0.10%, Zr0.005~0. 03%, V0.005-0.10%, Ni0.05-0.5%, Cu0.05-1.0%, Cr0.05-1.0%, B0.0003-0.002%, Ca0. 0005-0.005%, REM 0.001-0.02%, and the remainder is Fe and unavoidable impurities. Fireproof coating.
(3)成形薄金属板を接着材を介して当接固着した請求
項1または2記載の構造用耐火鋼材の耐火被覆。
(3) A fire-resistant coating for a structural fire-resistant steel material according to claim 1 or 2, wherein a formed thin metal plate is abutted and fixed via an adhesive.
(4)成形薄金属板を金属螺子を介して当接固着した請
求項1または2記載の構造用耐火鋼材の耐火被覆。
(4) The fireproof coating for a structural fireproof steel material according to claim 1 or 2, wherein the formed thin metal plate is abutted and fixed via a metal screw.
(5)成形薄金属板を溶接ピンを介して当接固着した請
求項1または2記載の構造用耐火鋼材の耐火被覆。
(5) A fire-resistant coating for a structural fire-resistant steel material according to claim 1 or 2, wherein the formed thin metal plate is abutted and fixed via a weld pin.
(6)熱膨張性耐火被膜が熱発泡性塗料の塗布層で形成
されている請求項1または2記載の構造用耐火鋼材の耐
火被覆。
(6) The fire-resistant coating for a structural fire-resistant steel material according to claim 1 or 2, wherein the thermally expandable fire-resistant coating is formed of a coating layer of a thermally foamable paint.
(7)熱膨張性耐火被膜が熱発泡性シートの接着層で形
成されている請求項1または2記載の構造用耐火鋼材の
耐火被覆。
(7) The fire-resistant coating for a structural fire-resistant steel material according to claim 1 or 2, wherein the thermally expandable fire-resistant coating is formed of an adhesive layer of a thermally foamable sheet.
JP15757890A 1990-06-18 1990-06-18 Fire proof coat on refractory steel for structural use Pending JPH0448047A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15757890A JPH0448047A (en) 1990-06-18 1990-06-18 Fire proof coat on refractory steel for structural use

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15757890A JPH0448047A (en) 1990-06-18 1990-06-18 Fire proof coat on refractory steel for structural use

Publications (1)

Publication Number Publication Date
JPH0448047A true JPH0448047A (en) 1992-02-18

Family

ID=15652758

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15757890A Pending JPH0448047A (en) 1990-06-18 1990-06-18 Fire proof coat on refractory steel for structural use

Country Status (1)

Country Link
JP (1) JPH0448047A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06322857A (en) * 1993-05-14 1994-11-22 Misawa Homes Co Ltd House unit, and method for transporting this house unit

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0277523A (en) * 1988-06-13 1990-03-16 Nippon Steel Corp Production of building low yield ratio steel having excellent fire resistance and building steel material using same steel
JPH0285336A (en) * 1988-08-05 1990-03-26 Nippon Steel Corp Build-up and heat-resistant shape steel

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0277523A (en) * 1988-06-13 1990-03-16 Nippon Steel Corp Production of building low yield ratio steel having excellent fire resistance and building steel material using same steel
JPH0285336A (en) * 1988-08-05 1990-03-26 Nippon Steel Corp Build-up and heat-resistant shape steel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06322857A (en) * 1993-05-14 1994-11-22 Misawa Homes Co Ltd House unit, and method for transporting this house unit

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