JPH09188577A - Refractory coating material, formation of refractory coated layer and refractory coated structure - Google Patents

Refractory coating material, formation of refractory coated layer and refractory coated structure

Info

Publication number
JPH09188577A
JPH09188577A JP24058896A JP24058896A JPH09188577A JP H09188577 A JPH09188577 A JP H09188577A JP 24058896 A JP24058896 A JP 24058896A JP 24058896 A JP24058896 A JP 24058896A JP H09188577 A JPH09188577 A JP H09188577A
Authority
JP
Japan
Prior art keywords
parts
weight
lightweight aggregate
fire
refractory
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.)
Granted
Application number
JP24058896A
Other languages
Japanese (ja)
Other versions
JP3240308B2 (en
Inventor
Yoshihiro Takao
善博 高尾
Terusato Inoue
照郷 井上
Kazuo Watanabe
一雄 渡邊
Takemi Yada
武美 矢田
Takashi Moriwaki
貴志 森脇
Susumu Harada
原田  進
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.)
ONODA KK
Kikusui Kagaku Kogyo KK
Kowa Chemical Industry Co Ltd
Nippon Kasei Chemical Co Ltd
Fujikawa Kenzai Kogyo Ltd
Onoda Corp
Suzuka Fine Co Ltd
Nihon Kasei Co Ltd
Original Assignee
ONODA KK
Kikusui Kagaku Kogyo KK
Kowa Chemical Industry Co Ltd
Nippon Kasei Chemical Co Ltd
Fujikawa Kenzai Kogyo Ltd
Onoda Corp
Suzuka Fine Co Ltd
Nihon Kasei 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
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Application filed by ONODA KK, Kikusui Kagaku Kogyo KK, Kowa Chemical Industry Co Ltd, Nippon Kasei Chemical Co Ltd, Fujikawa Kenzai Kogyo Ltd, Onoda Corp, Suzuka Fine Co Ltd, Nihon Kasei Co Ltd filed Critical ONODA KK
Priority to JP24058896A priority Critical patent/JP3240308B2/en
Publication of JPH09188577A publication Critical patent/JPH09188577A/en
Application granted granted Critical
Publication of JP3240308B2 publication Critical patent/JP3240308B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To obtain a refractory coating material excellent in refractory performances, capable of actualizing deceleration of rise in temperature on the surface of a steel material, etc., to be used, comprising a specific blending condition of at least a hydraulic cement-containing inorganic binder, an endothermic substance and a fixed lightweight aggregate. SOLUTION: This refractory coating material at least comprises 100 pts.wt. of a hydraulic cement-containing inorganic binder (e.g. Portland cement), 15-500 pts.wt. of an endothermic substance (e.g. aluminum hydroxide) and 12-220 pts.wt. of a lightweight aggregate obtained by blending an inorganic lightweight aggregate (e.g. perlite) with an organic lightweight aggregate (e.g. foamed PS) having preferably 0.1-3mm particle diameter in the ratio of 2:1 to 20:1 in the ratio of 100-300vol. pts. based on 100 vol.pts. of the total of the inorganic binder and the endothermic substance. The refractory coating material is added to water to prepare a mortar to be hardened, which is applied to a structural member by spraying or troweling to form a refractory coated layer.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えば鉄骨構造に
よる高層ビル,駐車場等を火災等から保護するための耐
火被覆材及び耐火被覆層の形成方法及び耐火被覆構造に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fire-resistant covering material, a method for forming a fire-resistant covering layer, and a fire-resistant covering structure for protecting, for example, high-rise buildings, parking lots and the like having a steel structure from a fire or the like.

【0002】[0002]

【従来の技術】従来において、鉄骨構造の高層ビル,駐
車場等の鉄骨等は、火災時高温により、軟化変形し、建
物が崩壊するのを防ぐため、鉄骨の温度が高くならない
ように、耐火被覆材で被覆することが規定されている。
2. Description of the Related Art Conventionally, steel structures such as high-rise buildings and parking lots having a steel structure are softened and deformed due to a high temperature in a fire, so that the buildings are not collapsed. It is stipulated to cover with a covering material.

【0003】耐火被覆材として、単に断熱効果を奏する
材料、例えばロックウールを主体とする被覆材を用いた
場合には、定められた温度以下に鋼材を保つためには、
施工厚みを厚くせざるを得ないので、最近では高温で吸
熱分解する材料を併用して、施工厚みを薄くする方法が
検討されている。
When a material having only a heat insulating effect, for example, a coating material mainly made of rock wool is used as a fire-resistant coating material, in order to keep the steel material at a specified temperature or less,
Since the construction thickness must be increased, a method for reducing the construction thickness by using a material that is endothermic at high temperatures is being studied in recent years.

【0004】例えば、特開昭61−77687号公報に
は、水硬性セメント、軽量骨材及び水化度の大きい物質
を配合した耐火性組成物が開示されており、これは、水
と混合して吹付け耐火被覆材として使用されるものであ
る。
For example, Japanese Patent Application Laid-Open No. 61-77687 discloses a refractory composition containing a hydraulic cement, a lightweight aggregate and a substance having a high degree of hydration, which is mixed with water. It is used as a sprayed refractory coating material.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、従来の
組成物では、1時間ないし3時間の耐火性能試験の中で
は、加熱温度曲線において問題はないものの、一層耐火
性能の向上が求められている。
However, in the conventional composition, although there is no problem in the heating temperature curve in the fire resistance test for 1 hour to 3 hours, further improvement in fire resistance is required.

【0006】また、近年では、日本国内だけでなく、欧
米諸国の試験方法に合せた試験方法において合格する組
成物が望まれている。本発明は、使用する鋼材等の表面
の温度上昇の鈍化を実現することができる優れた耐火性
能を有する耐火被覆材及び耐火被覆層の形成方法及び耐
火被覆構造体を提供することを目的とする。
[0006] In recent years, there has been a demand for a composition which passes not only in Japan but also in a test method adapted to those in Europe and the United States. An object of the present invention is to provide a fire-resistant coating material having excellent fire-resistance performance, a method of forming a fire-resistant coating layer, and a fire-resistant coating structure capable of realizing a slowed temperature rise on the surface of a steel material or the like to be used. .

【0007】[0007]

【課題を解決するための手段】前記目的を達成するため
の請求項1の発明は、少なくとも水硬性セメントを含む
無機質結合材100重量部に対し、吸熱物質15重量部
〜500重量部,無機質軽量骨材と有機質軽量骨材を
2:1〜20:1の割合により配合した軽量骨材12重
量部〜220重量部からなり、かつ、前記無機質結合材
及び吸熱物質を合計した100容積部に対し前記軽量骨
材が100〜300容積部であることを特徴とする耐火
被覆材を要旨とする。
According to a first aspect of the present invention, there is provided a method for manufacturing a fuel cell, comprising: an inorganic binder containing at least 100 parts by weight of hydraulic cement; It consists of 12 parts by weight to 220 parts by weight of a lightweight aggregate obtained by mixing the aggregate and the organic lightweight aggregate in a ratio of 2: 1 to 20: 1, and based on 100 parts by volume of the total of the inorganic binder and the endothermic substance. The gist of the present invention is a fire-resistant covering material, wherein the lightweight aggregate is 100 to 300 parts by volume.

【0008】請求項2の発明は、少なくとも水硬性セメ
ントを含む無機質結合材100重量部に対し、吸熱物質
15重量部〜500重量部,無機質軽量骨材と有機質軽
量骨材を2:1〜20:1の割合により配合した軽量骨
材12重量部〜220重量部,及び無機質充填材300
重量部以下を加えるとともに、前記無機質結合材,吸熱
物質,及び無機質充填材を合計した100容積部に対し
前記軽量骨材が100〜300容積部であることを特徴
とする耐火被覆材を要旨とする。
[0008] The invention of claim 2 is that the heat absorbing substance is 15 to 500 parts by weight, the inorganic lightweight aggregate and the organic lightweight aggregate are 2: 1 to 20 parts by weight with respect to 100 parts by weight of the inorganic binder containing at least hydraulic cement. : 12 parts by weight to 220 parts by weight of a lightweight aggregate compounded in a ratio of 1: 1 and an inorganic filler 300
The refractory coating material is characterized in that the lightweight aggregate is 100 to 300 parts by volume with respect to 100 parts by volume of the inorganic binder, the endothermic substance, and the inorganic filler in addition to the parts by weight. I do.

【0009】請求項3の発明は、前記請求項1又は2記
載の組成物の耐火被覆材に水を添加して調整した硬化可
能なモルタル(例えばスラリー)を、吹付けあるいはコ
テ塗りにより、構造部材上に耐火被覆層として形成する
ことを特徴とする耐火被覆層の形成方法を要旨とする。
According to a third aspect of the present invention, a curable mortar (for example, a slurry) prepared by adding water to the refractory coating material of the composition according to the first or second aspect is sprayed or troweled. The gist of the present invention is a method for forming a fire-resistant coating layer, which is formed on a member as a fire-resistant coating layer.

【0010】請求項4の発明は、前記耐火被覆層の硬化
体の気乾比重が0.6〜1.5となることを特徴とする
前記請求項3記載の耐火被覆層の形成方法を要旨とす
る。請求項5の発明は、前記請求項1又は2記載の組成
物の耐火被覆材に水添硬化させた耐火被覆層を、スチー
ル構造部材表面に構築することを特徴とする耐火被覆構
造体を要旨とする。
A fourth aspect of the present invention provides a method for forming a refractory coating layer according to the third aspect, wherein the cured product of the refractory coating layer has an air-drying specific gravity of 0.6 to 1.5. And According to a fifth aspect of the present invention, there is provided a fire-resistant coating structure characterized in that a fire-resistant coating layer obtained by hydrogenating and curing the fire-resistant coating material of the composition according to the first or second aspect is constructed on the surface of a steel structural member. And

【0011】請求項6の発明は、前記耐火被覆層の硬化
体の気乾比重が0.6〜1.5となることを特徴とする
前記請求項5記載の耐火被覆構造体を要旨とする。
According to a sixth aspect of the present invention, there is provided a fire-resistant coating structure according to the fifth aspect, wherein the cured product of the fire-resistant coating layer has an air-drying specific gravity of 0.6 to 1.5. .

【0012】[0012]

【発明の実施の形態】以下、上述したこの発明の各構成
要素について、詳しく説明する。 (1)上記無機質結合材としては、水及び/又は湿気に
より硬化する結合剤では、水硬性石灰,ポルトランドセ
メント,アルミナセメント,石灰混合セメント,混合ポ
ルトランドセメント,高硫酸塩スラグセメント等から選
択される水硬性セメントを必須成分とする。あるいは水
硬性セメントに加えて、石膏,ドロマイト,マグネシア
セメント等から選択される気硬性セメントを添加して利
用することができる。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, each component of the present invention will be described in detail. (1) The inorganic binder is selected from hydraulic lime, portland cement, alumina cement, lime mixed cement, mixed portland cement, high sulfate slag cement and the like in the case of a binder hardened by water and / or moisture. Hydraulic cement is an essential component. Alternatively, in addition to the hydraulic cement, an air-hardening cement selected from gypsum, dolomite, magnesia cement and the like can be added and used.

【0013】(2)吸熱物質とは、加熱された時、熱分
解が生じ水を発生する物質として定義される。例えば、
100℃から600℃へと加熱した時に、減量する物質
の例としては、水酸化アルミニウム,ギブザイトミネラ
ル,ボーマイト,ジアスポールなどの酸化アルミニウム
の水和物や、斜方沸石,ヒューランダイト,モルデナイ
トなどのゼオライト物質や、アロファン,ハロイサイ
ト,非発泡又は発泡ひる石などのシリカ−アルミナ物質
や、ブルサイト及びアタパルジャイトなどのマグネシア
物質や、サテンホワイト,エトリンジャイト,ドロマイ
ト及び硼酸などの他の物質が含まれる。
(2) An endothermic substance is defined as a substance which, when heated, undergoes thermal decomposition to generate water. For example,
Examples of substances that lose weight when heated from 100 ° C. to 600 ° C. include aluminum oxide hydrates such as aluminum hydroxide, gibbsite mineral, boehmite, and diaspol, and chabazite, heurandite, and mordenite. Zeolite materials, silica-alumina materials such as allophane, halloysite, non-foamed or expanded vermiculite, magnesia materials such as brucite and attapulgite, and other materials such as satin white, ettringite, dolomite and boric acid are included.

【0014】水酸化アルミニウムが、吸熱物質として特
に適した物質であるのは、分子構造上の全分子量中のO
H基の割合が、他の物質に比較して大きいことや、生産
量が多く入手しやすく、又安全であると考えるからであ
る。 (3)この発明における軽量骨材とは、無機質軽量骨材
と有機質軽量骨材をいう。
Aluminum hydroxide is a material that is particularly suitable as an endothermic substance because it has an O in the total molecular weight of the molecular structure.
This is because it is considered that the ratio of the H group is larger than other substances, that the production amount is large, that it is easily available, and that it is safe. (3) The lightweight aggregate in the present invention refers to an inorganic lightweight aggregate and an organic lightweight aggregate.

【0015】無機質軽量骨材とは、天然鉱物の発泡又
は膨張した物質である膨張バーミキュライト,パーライ
ト,膨張頁岩,軽石,シラスバルーン等の他、シリカゲ
ルを発泡させた物,各種のスラグを造粒して発泡させた
物,ガラス屑を造粒して発泡させた物,粘土粉体を造粒
して発泡させた物等のような人工軽量骨材を含む。これ
らの内、膨張又は発泡した物質が結晶的にみてさほど
「ガラス化」が進んでいないもので且つかさ比重の小さ
いものが好ましく、膨張バーミキュライト,パーライ
ト,軽石,シラスバルーンが望ましい。
The inorganic lightweight aggregate is formed by expanding expanded vermiculite, perlite, expanded shale, pumice, shirasu balloon, etc., which are expanded or expanded substances of natural minerals, as well as expanded silica gel and various slags. Artificial lightweight aggregates such as foamed material, glass scrap granulated and foamed, clay powder granulated and foamed, and the like. Among these, the expanded or foamed substance is preferably not vitrified as much as crystallized and has a low bulk specific gravity, and is preferably expanded vermiculite, perlite, pumice stone, and shirasu balloon.

【0016】有機質軽量骨材とは、合成樹脂又はゴム
の発泡物等が利用され、その例としてはポリスチレン,
ポリエチレン,ポリエチレン−酢酸ビニル共重合物,ポ
リプロピレン,ポリウレタン,ポリ塩化ビニル,ポリ塩
化ビニリデン,天然ゴム,合成ゴム等などがある。ま
た、これらのうち、ポリスチレン,ポリエチレン,ポリ
エチレン−酢酸ビニル共重合物,ポリウレタン,ポリ塩
化ビニルが望ましく、その形状は、粒状物、発泡体など
が利用できる。尚、軽量であればよく、発泡物でなくと
も、例えば繊維状や不織布状の物質も採用できる。
As the organic lightweight aggregate, a synthetic resin or rubber foam is used, for example, polystyrene,
Examples include polyethylene, polyethylene-vinyl acetate copolymer, polypropylene, polyurethane, polyvinyl chloride, polyvinylidene chloride, natural rubber, and synthetic rubber. Of these, polystyrene, polyethylene, polyethylene-vinyl acetate copolymer, polyurethane, and polyvinyl chloride are desirable, and their shapes can be granular, foamed, and the like. Note that the material may be light as long as it is not a foam, and for example, a fibrous or non-woven material may be used.

【0017】・また、これらの有機質軽量骨材は、粒径
範囲として0.1〜3.0mmにあるものを用いる時、
より効果的となる。これは、この範囲にある有機質軽量
骨材を用いた時に、作業性や平滑性が良くなる為であ
る。この有機質軽量骨材が0.1mmより小さい粒径の
ものである時、所定のフロー値を得るための水量が多く
なり作業性が低下する。逆に、3.0mmより大きなも
のを用いた時には表面の平滑性が低下する。
When these organic lightweight aggregates have a particle size range of 0.1 to 3.0 mm,
Be more effective. This is because when the organic lightweight aggregate in this range is used, workability and smoothness are improved. When the organic lightweight aggregate has a particle size smaller than 0.1 mm, the amount of water for obtaining a predetermined flow value increases, and the workability decreases. Conversely, when a material larger than 3.0 mm is used, the smoothness of the surface is reduced.

【0018】・これらの有機質軽量骨材を用いることに
より、鋼材温度が100℃近傍の低温域での断熱効果に
優れ、またそれ以後の昇温の程度が緩やかになる。 (4)無機質充填材とは、耐火粘土,耐火性酸化物,珪
砂,石灰等の粉体から選択される物質であり、適宜配合
することにより吹付作業性やひび割れ性の改良や表面の
平滑性が得られる。
By using these organic lightweight aggregates, the heat insulating effect is excellent in the low temperature region where the steel material temperature is around 100 ° C., and the degree of temperature rise thereafter becomes gentle. (4) The inorganic filler is a substance selected from powders such as refractory clay, refractory oxides, silica sand, lime, etc., and by proper mixing, improves spraying workability, cracking property, and surface smoothness. Is obtained.

【0019】(5)これらの必須構成成分の配合割合
は、次の通りである。 請求項1の発明 無機質結合材 100重量部 吸熱物質 15〜500重量部 軽量骨材 12〜220重量部 無機質軽量骨材と有機質軽量骨材の割合 2:1〜20:1 また、必須構成成分の容積部は、次の通りである。
(5) The mixing ratio of these essential components is as follows. The invention according to claim 1 Inorganic binder 100 parts by weight Endothermic substance 15 to 500 parts by weight Light aggregate 12 to 220 parts by weight Ratio of inorganic lightweight aggregate to organic lightweight aggregate 2: 1 to 20: 1 The volume is as follows.

【0020】 無機質結合材と吸熱物質 100容積部 軽量骨材 100〜300容積部 請求項2の発明 無機質結合材 100重量部 吸熱物質 15〜500重量部 軽量骨材 12〜220重量部 無機質充填材 300重量部以下 無機質軽量骨材と有機質軽量骨材の割合 2:1〜20:1 また、必須構成成分の容積部は、次の通りである。Inorganic binder and endothermic substance 100 parts by volume Light aggregate 100 to 300 parts by volume Invention of claim 2 Inorganic binder 100 parts by weight Endothermic substance 15 to 500 parts by weight Light aggregate 12 to 220 parts by weight Inorganic filler 300 Parts by weight or less Ratio of inorganic lightweight aggregate to organic lightweight aggregate 2: 1 to 20: 1 The volume parts of the essential components are as follows.

【0021】 無機質結合材と吸熱物質と無機質充填材 100容積部 軽量骨材 100〜300容積部 ・ここで、前記無機質結合材100重量部に対する吸熱
物質の配合量は、15〜500重量部の範囲において選
択されるが、15重量部より少ない場合には、吸熱によ
る鋼材温度上昇の鈍化の程度が小さく耐火性に劣る。5
00重量部を越える時は相対的に結合材の配合量が少な
くなり、実用上必要となる強度が得られない。
Inorganic binder, endothermic substance, and inorganic filler: 100 parts by volume Light aggregate: 100 to 300 parts by volume Here, the blending amount of the endothermic substance with respect to 100 parts by weight of the inorganic binder is in the range of 15 to 500 parts by weight. However, when the amount is less than 15 parts by weight, the degree of slowing down of the temperature rise of the steel material due to heat absorption is small and the fire resistance is inferior. 5
When the amount exceeds 00 parts by weight, the amount of the binder is relatively small, and the strength required for practical use cannot be obtained.

【0022】・同様にして軽量骨材の量は、12〜22
0重量部の範囲の中から選択されるが、12重量部未満
の時は、作業性及び耐火性能が劣り、220重量部を越
える時は、モルタルの混練水量が多くなり、モルタル強
度が低下し、ひび割れ発生の原因となる。
Similarly, the amount of the lightweight aggregate is 12 to 22.
It is selected from the range of 0 parts by weight, but when it is less than 12 parts by weight, workability and fire resistance are inferior, and when it exceeds 220 parts by weight, the amount of kneading water of the mortar increases, and the mortar strength decreases. , Causing cracking.

【0023】・請求項2では、無機質充填材の量は、3
00重量部以下から選択されるが、300重量部を越え
るときは、相対的に結合材および吸熱材の配合量が少な
くなり、実用上必要となる強度が得られないとともに、
耐火性に劣る。 ・無機質軽量骨材と有機質軽量骨材の割合は、2:1〜
20:1の範囲から選択されるが、2:1未満の時は、
100℃近傍の低温域での断熱効果に優れるものの、多
量の有機質軽量骨材が燃焼するため発熱量が増大し、鋼
材温度が上昇する結果となり、20:1を越えるときに
は、比較的低温部での断熱効果が期待できる。
According to the second aspect, the amount of the inorganic filler is 3
It is selected from 00 parts by weight or less, but when it exceeds 300 parts by weight, the amounts of the binder and the heat absorbing material are relatively reduced, and the strength required for practical use cannot be obtained,
Poor fire resistance.・ The ratio of inorganic lightweight aggregate to organic lightweight aggregate is 2: 1 to 1
20: 1 range, but when it is less than 2: 1
Although excellent in the heat insulating effect in the low temperature region near 100 ° C., a large amount of organic lightweight aggregate burns to increase the calorific value, resulting in an increase in the temperature of the steel material. The heat insulation effect can be expected.

【0024】・無機質結合材と吸熱物質と(請求項2で
は)無機充填材とが100容積部に対し、軽量骨材が1
00〜300容積部の範囲において選択されるが、10
0容積部より少ない場合は、断熱性,吹付け作業性,ひ
び割れ抵抗性に劣り、300容積部を越えると、モルタ
ルの強度、耐火性能・平滑性に劣る。
The light-weight aggregate is 1 part per 100 parts by volume of the inorganic binder, the heat absorbing substance and the inorganic filler (in claim 2).
Selected in the range of 100 to 300 parts by volume,
When the amount is less than 0 parts by volume, the heat insulating property, the spraying workability, and the crack resistance are poor. When the amount exceeds 300 parts by volume, the strength, fire resistance and smoothness of the mortar are inferior.

【0025】(6)上述した成分以外では、必要に応じ
て硬化体である耐火被覆層の亀裂防止や組成物の粘性調
整材として、ガラス繊維・岩綿繊維・パルプ繊維等の繊
維状物や界面活性剤など、組成物のタレ防止材や配合物
の分離防止材や粘度調整材として、セルロース系水可溶
性樹脂や液状の合成樹脂エマルションあるいは水に混ぜ
た時エマルションとなる合成樹脂粉末等も、耐火性能を
阻害せず、機械的強度や付着性に問題のない範囲におい
て適量配合できる。
(6) Other than the above-mentioned components, fibrous materials such as glass fiber, rock wool fiber, pulp fiber, etc. may be used as a material for preventing cracking of the refractory coating layer, which is a cured product, and adjusting the viscosity of the composition. Surfactants, as anti-sagging agents for compositions and anti-separation agents and viscosity modifiers for compounds, as well as cellulose-based water-soluble resins and liquid synthetic resin emulsions or synthetic resin powders that become emulsions when mixed with water, An appropriate amount can be blended within a range that does not impair the fire resistance performance and has no problem in mechanical strength and adhesion.

【0026】(7)前記発明の耐火被覆材を使用するに
際しては、適当量の水と混合し、塗装手段に合せたモル
タルを調整し、例えば吹付け(噴霧)あるいはコテ塗り
等の手段により被覆すべき対象下地に被覆すればよい。 (8)硬化体の気乾比重は、0.6〜1.5の範囲にお
いて選択されるが、0.6より小さい場合は、モルタル
の強度,耐火性能,平滑性に劣り、1.5を越える場合
は、断熱性,吹付け作業性,ひび割れ抵抗性に劣る。
(7) When using the refractory coating material of the present invention, the mortar is mixed with an appropriate amount of water, and mortar is adjusted to the coating means. What is necessary is just to cover the target substrate to be covered. (8) The air-drying specific gravity of the cured product is selected in the range of 0.6 to 1.5. If it is smaller than 0.6, the strength, fire resistance and smoothness of the mortar are inferior. When it exceeds, the heat insulating property, the spraying workability and the crack resistance are inferior.

【0027】(9)また、前記発明の耐火被覆材からな
るモルタルを、スチール構造部材表面に吹付け等によっ
て塗布した後に硬化させることにより、スチール構造部
材表面に耐火被覆層を備えた、優れた耐火性能を有する
耐火被覆構造体を得ることができる。
(9) The mortar made of the refractory coating material of the present invention is applied to the surface of the steel structural member by spraying or the like, and then cured to provide an excellent refractory coating layer on the surface of the steel structural member. A fire-resistant coated structure having fire-resistant performance can be obtained.

【0028】[0028]

【実施例】以下、本発明を実施例により説明する。ここ
では、実施例による性能を確認するために下記の試験を
行い、それぞれの性能を求めた。
The present invention will be described below with reference to examples. Here, the following tests were performed to confirm the performance according to the examples, and the respective performances were obtained.

【0029】(1)まず、その一に耐火試験として、J
ISA1304の「建築構造部分の耐火試験方法」に準
じた耐火試験を行った。耐火試験では、JISの加熱曲
線にならい加熱し、2時間で火を止め、試験体の変形,
剥離,脱落の有無を確認した。また、昇温時の鋼材温度
(図1〜図3参照)または加熱終了時の鋼材温度(表
5,表6参照)も併せて記録した。
(1) First, as a fire resistance test, J
A fire test was performed according to ISA 1304 “Fire Test Method for Building Structure”. In the fire resistance test, heating was performed according to the heating curve of JIS, and the fire was stopped in 2 hours.
The presence or absence of peeling or falling off was confirmed. The steel temperature at the time of temperature rise (see FIGS. 1 to 3) or the steel temperature at the end of heating (see Tables 5 and 6) were also recorded.

【0030】(2)作業性試験では、壁用軽量セメント
を吹付け施工する時に使用される、スネーク式圧送機と
吹付けガンを使用し、吹付け作業を5時間行い、機械に
詰まり、過負荷がなく、問題なく使用できることを確認
した。 (3)平滑性の試験では、鋼材の上に40mmの厚さが
得られる広さ30cm角の型枠を設置し、その中へフロ
ー値160±20mmに調整したモルタルを充填し、そ
の後金ごてにより表面を押さえ、うまく押さえられるか
どうか、硬化後の表面の状態を観察した。
(2) In the workability test, using a snake-type pumping machine and a spray gun, which are used when spraying lightweight cement for walls, the spraying operation is performed for 5 hours, and the machine is clogged. It was confirmed that there was no load and that it could be used without any problems. (3) In the test of smoothness, a mold having a width of 30 cm to obtain a thickness of 40 mm is installed on a steel material, and a mortar adjusted to a flow value of 160 ± 20 mm is filled therein, and then a metal die is formed. Then, the surface was pressed, and the state of the surface after curing was observed to determine whether the surface was cured properly.

【0031】(4)ひび割れ性の試験では、平滑性を調
べた試験体を20℃,65%RH条件下の恒温室に入
れ、1週間養生した時、試験体表面におけるひび割れ発
生の有無を確認した。 (5)強度試験では、JASS15M−102に準じた
方法により試験体を作成し、圧縮試験を実施し、10k
gf/cm2 以上を示すか確認した。
(4) In the test for cracking property, the test piece whose smoothness has been checked is placed in a constant temperature room at 20 ° C. and 65% RH and cured for one week, and it is confirmed whether or not cracking has occurred on the test piece surface. did. (5) In the strength test, a test body was prepared by a method according to JASS15M-102, a compression test was performed, and 10 k
gf / cm 2 or more was confirmed.

【0032】下記表1及び表2に、実施例(実施例1〜
10)となる耐火被覆材の配合を示す。尚、表中上段の
数値は重量部による配合割合を示し、下段の数値は、容
積部による配合割合を示す(但し容積比と気乾比重は除
く)。この容積部を算出するに当り、各成分のかさ比重
を、ポルトランドセメント;1.2、ドロマイトプラス
ター;0.7、水酸化アルミニウム;1.2、フライア
ッシュ;0.9、炭酸カルシウム;1.49、パーライ
ト;0.2、膨張バーミキュライト;0.15、発泡ス
チレン;:0.067として計算を行った。
Tables 1 and 2 below show examples (Examples 1 to 1).
The composition of the refractory coating material as 10) is shown. In addition, the numerical value of the upper part in the table shows the mixing ratio by weight part, and the numerical value of the lower part shows the mixing ratio by volume part (however, the volume ratio and the air-dry specific gravity are excluded). In calculating this volume, the bulk specific gravity of each component was calculated as follows: Portland cement; 1.2, dolomite plaster; 0.7, aluminum hydroxide; 1.2, fly ash; 0.9, calcium carbonate; 49, perlite; 0.2, expanded vermiculite; 0.15, expanded styrene: 0.067.

【0033】[0033]

【表1】 [Table 1]

【0034】[0034]

【表2】 [Table 2]

【0035】下記表3及び表4に、比較例(比較例1〜
7)となる耐火被覆材の配合を示す。
Tables 3 and 4 below show Comparative Examples (Comparative Examples 1 to 4).
7) shows the composition of the refractory coating material.

【0036】[0036]

【表3】 [Table 3]

【0037】[0037]

【表4】 [Table 4]

【0038】また、前記表1〜4において、無機質結合
材をA成分、吸熱成分をB成分、無機質軽量骨材をC成
分、有機質軽量骨材をD成分とすると、前記実施例1〜
10及び比較例1〜7の成分の特徴は下記の通りであ
る。 ・実施例1;C,D成分やや多め ・実施例2;C,D成分中位 ・実施例3;B,D成分やや多め、C成分少なめ ・実施例4;B成分やや多め ・実施例5 ・実施例6;A成分少なめ ・実施例7;B成分やや少なめ ・実施例8;D成分少なめ ・実施例9;D成分やや多め ・実施例10;C成分やや少なめ、粉末エマルションな
し ・比較例1;D成分なし ・比較例2;C成分なし、容積比が3倍を上回る ・比較例3;D成分なし ・比較例4;B成分やや多め、D成分なし ・比較例5;D成分少な過ぎ ・比較例6;C成分やや少なめ、D成分多過ぎ ・比較例7;B成分やや多め、D成分なし、容積比が1
倍未満 以下、表5及び表6に、実施例と比較例の諸性能結果を
示すが、その判定の評価基準は、次の様にした。
In Tables 1 to 4, when the inorganic binder is A component, the endothermic component is B component, the inorganic lightweight aggregate is C component, and the organic lightweight aggregate is D component,
The characteristics of the components of No. 10 and Comparative Examples 1 to 7 are as follows. -Example 1; C and D components are slightly higher-Example 2; C and D components are moderate-Example 3; B and D components are slightly higher and C components are lower-Example 4; B components are slightly higher-Example 5 -Example 6; A component less-Example 7; B component slightly less-Example 8; D component less-Example 9; D component slightly more-Example 10; C component slightly less, no powder emulsion-Comparative example 1; no D component ・ Comparative Example 2: no C component, the volume ratio is more than 3 times ・ Comparative Example 3: no D component ・ Comparative Example 4: slightly larger B component, no D component ・ Comparative Example 5;・ Comparative Example 6: C component slightly less, D component too much ・ Comparative Example 7: B component slightly larger, no D component, volume ratio is 1
Below, Tables 5 and 6 show various performance results of Examples and Comparative Examples. The evaluation criteria for the determination were as follows.

【0039】作業性試験の評価 ○ 詰まり、過重荷なく施工できる × 詰まり又は過重荷があり施工に問題がある 平滑性試験の評価 ○ 平滑に押さえられない × 平滑に押さえられる ひび割れ性の評価 ○ ひび割れなし △ ヘアクラックが発生する × ひび割れが発生する 強度の評価 ○ 圧縮強度が10kgf/cm2以上 × 圧縮強度が10kgf/cm2以上Evaluation of workability test ○ Work without clogging and overloading × No problem in construction due to clogging or overloading Evaluation of smoothness test ○ Not smoothed down × Smoothly pressed Cracking evaluation ○ Crack None △ Hair cracks are generated × Cracks are generated Evaluation of strength ○ Compressive strength is 10 kgf / cm 2 or more × Compressive strength is 10 kgf / cm 2 or more

【0040】[0040]

【表5】 [Table 5]

【0041】[0041]

【表6】 [Table 6]

【0042】この表5及び表6から明らかな様に、本実
施例の組成のものは、作業性、平滑性、ひび割れ性、圧
縮強度の全ての点で優れており、好適であった。それに
対して比較例の組成のものは、作業性、平滑性、ひび割
れ性、圧縮強度のいずれかにおいて劣っており、好まし
くない。
As is evident from Tables 5 and 6, the composition of this example was excellent in workability, smoothness, cracking and compressive strength, and was suitable. On the other hand, the composition of the comparative example is inferior in any of workability, smoothness, cracking and compressive strength, and is not preferred.

【0043】また、昇温時の温度変化を図1〜3に示し
た。図1に示す様に、実施例7の組成のものは、温度上
昇が緩やかであり、120分後にも350℃に達せず好
適であった。尚、この図1にて、100℃近傍で長時間
温度上昇が停止しているのは、添加した有機軽量骨材が
溶融等の変質する際に、外部から多くの熱量を吸収する
ためと思われる。それによって、以後の温度上昇も押さ
えられると判断される。
FIGS. 1 to 3 show the temperature change during the temperature rise. As shown in FIG. 1, the composition of Example 7 had a gradual rise in temperature, and did not reach 350 ° C. even after 120 minutes. In FIG. 1, the reason why the temperature rise is stopped for a long time at around 100 ° C. seems to be that the added organic lightweight aggregate absorbs a large amount of heat from the outside when the added material changes in quality such as melting. It is. Thereby, it is determined that the subsequent temperature rise is also suppressed.

【0044】図2に示す様に、比較例3の有機軽量骨材
を含まないものは、温度上昇が急であり、120分後に
350℃を上回り好ましくない。図3に示す様に、比較
例6の有機軽量骨材を過度に含むものは、加熱初期は温
度上昇が緩やかであるが、その後急激な温度上昇に変化
し、120分後に350℃を上回るので好ましくない。
尚、この図3にて、100℃近傍である程度温度上昇が
停止しているのは、添加した有機軽量骨材が溶融等の変
質する際に、外部から多くの熱量を吸収するためと思わ
れ、その後温度上昇が急変するのは、多量の有機軽量骨
材の燃焼によって、発熱量が増大するからと思われる。
As shown in FIG. 2, the case where the organic light-weight aggregate of Comparative Example 3 was not used had a steep temperature rise, and after 120 minutes, exceeded 350 ° C., which was not preferable. As shown in FIG. 3, in the case where the organic lightweight aggregate of Comparative Example 6 excessively contained, the temperature rise was gradual at the beginning of heating, but then changed to a sharp rise in temperature, and exceeded 350 ° C. after 120 minutes. Not preferred.
In FIG. 3, the reason why the temperature rise stopped to some extent around 100 ° C. is considered to be that the added organic lightweight aggregate absorbs a large amount of heat from the outside when it undergoes deterioration such as melting. The rapid rise in the temperature is thought to be due to an increase in the amount of heat generated by burning a large amount of the organic lightweight aggregate.

【0045】尚、本発明は前記実施例になんら限定され
るものではなく、本発明の要旨を逸脱しない範囲におい
て種々の態様で実施しうることはいうまでもない。
It should be noted that the present invention is not limited to the above-described embodiment at all, and it goes without saying that the present invention can be implemented in various modes without departing from the gist of the present invention.

【0046】[0046]

【発明の効果】以上詳述した様に、請求項1〜6の発明
は、使用する鋼材の表面の温度上昇が鈍化するという顕
著な効果を奏する。例えば、鋼材温度の比較的低温部で
の断熱性に優れる。また、欧米諸国の試験方法に合せた
試験方法において合格することができる
As described in detail above, the inventions of claims 1 to 6 have a remarkable effect that the temperature rise on the surface of the steel material used is slowed down. For example, it is excellent in heat insulation at a relatively low temperature portion of steel material. In addition, it can pass in the test method according to the test method of European and American countries

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

【図1】 実施例7の実験結果を示すグラフである。FIG. 1 is a graph showing experimental results of Example 7.

【図2】 比較例3の実験結果を示すグラフである。FIG. 2 is a graph showing experimental results of Comparative Example 3.

【図3】 比較例6の実験結果を示すグラフである。FIG. 3 is a graph showing experimental results of Comparative Example 6.

───────────────────────────────────────────────────── フロントページの続き (71)出願人 000251277 スズカファイン株式会社 三重県四日市市塩浜町1番地 (71)出願人 592067395 日本化成株式会社 東京都新宿区西新宿7丁目21番1号 (71)出願人 390025612 富士川建材工業株式会社 神奈川県横浜市金沢区鳥浜町13番地 (72)発明者 高尾 善博 千葉県佐倉市大作二丁目4番2号 株式会 社小野田開発研究所内 (72)発明者 井上 照郷 東京都大田区北桃谷一丁目9番13号 恒和 化学工業株式会社技術研究所内 (72)発明者 渡邊 一雄 岐阜県各務原市松本町二丁目457番地 菊 水化学工業株式会社技術開発部内 (72)発明者 矢田 武美 三重県四日市市塩浜町一番地 スズカファ イン株式会社技術本部内 (72)発明者 森脇 貴志 埼玉県比企郡滑川町大字都25番11号 日本 化成株式会社中央研究所内 (72)発明者 原田 進 神奈川県横浜市金沢区鳥浜町13番地 富士 川建材工業株式会社技術部内 ──────────────────────────────────────────────────続 き Continued on the front page (71) Applicant 000251277 Suzuka Fine Co., Ltd. 1 Shiohama-cho, Yokkaichi-shi, Mie (71) Applicant 592067395 Nippon Kasei Co., Ltd. 7-21-1, Nishishinjuku, Shinjuku-ku, Tokyo (71) Applicant 390025612 Fujikawa Construction Materials Co., Ltd. Township, Kazuo Watanabe, 2-7-1457, Matsumotocho, Kakamigahara-shi, Gifu Prefecture, Kikusui Chemical Industry Co., Ltd. Inventor Takemi Yada Ichiba Shiohama-cho, Yokkaichi-shi, Mie Prefecture Suzuka Fine Co., Ltd. Kishi Saitama Prefecture Hiki-gun Namerikawa-cho, Odaigo 25-25, 11 Japan Chemical Industry Co., Ltd.Central Research Laboratories (72) Inventor Susumu Harada 13th Torihama-cho, Kanazawa-ku, Yokohama-shi, Kanagawa Prefecture Fujikawa Construction Materials Industry Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 少なくとも水硬性セメントを含む無機質
結合材100重量部に対し、吸熱物質15重量部〜50
0重量部,無機質軽量骨材と有機質軽量骨材を2:1〜
20:1の割合により配合した軽量骨材12重量部〜2
20重量部からなり、かつ、前記無機質結合材及び吸熱
物質を合計した100容積部に対し前記軽量骨材が10
0〜300容積部であることを特徴とする耐火被覆材。
1. An endothermic substance of 15 parts by weight to 50 parts by weight based on 100 parts by weight of an inorganic binder containing at least hydraulic cement.
0 parts by weight, inorganic lightweight aggregate and organic lightweight aggregate 2: 1 to 1
12: 1 by weight of lightweight aggregate blended at a ratio of 20: 1 to 2
20 weight parts, and the lightweight aggregate is 10 weight parts per 100 volume parts of the inorganic binder and the heat absorbing substance.
A fire-resistant covering material having a volume of 0 to 300 parts by volume.
【請求項2】 少なくとも水硬性セメントを含む無機質
結合材100重量部に対し、吸熱物質15重量部〜50
0重量部,無機質軽量骨材と有機質軽量骨材を2:1〜
20:1の割合により配合した軽量骨材12重量部〜2
20重量部,及び無機質充填材300重量部以下を加え
るとともに、前記無機質結合材,吸熱物質,及び無機質
充填材を合計した100容積部に対し前記軽量骨材が1
00〜300容積部であることを特徴とする耐火被覆
材。
2. An endothermic substance of 15 parts by weight to 50 parts by weight with respect to 100 parts by weight of an inorganic binder containing at least hydraulic cement.
0 parts by weight, inorganic lightweight aggregate and organic lightweight aggregate 2: 1 to 1
12: 1 by weight of lightweight aggregate blended at a ratio of 20: 1 to 2
20 parts by weight and 300 parts by weight or less of the inorganic filler are added, and the lightweight aggregate is added to 100 parts by volume of the inorganic binder, the heat absorbing substance and the inorganic filler in total.
A fire-resistant covering material having a volume of 00 to 300 parts by volume.
【請求項3】 前記請求項1又は2記載の組成物の耐火
被覆材に水を添加して調整した硬化可能なモルタルを、
吹付けあるいはコテ塗りにより、構造部材上に耐火被覆
層として形成することを特徴とする耐火被覆層の形成方
法。
3. A curable mortar prepared by adding water to a refractory coating material of the composition according to claim 1 or 2,
A method for forming a fireproof coating layer on a structural member by spraying or ironing.
【請求項4】 前記耐火被覆層の硬化体の気乾比重が
0.6〜1.5となることを特徴とする前記請求項3記
載の耐火被覆層の形成方法。
4. The method for forming a fire-resistant coating layer according to claim 3, wherein the cured product of the fire-resistant coating layer has an air-drying specific gravity of 0.6 to 1.5.
【請求項5】 前記請求項1又は2記載の組成物の耐火
被覆材に水添硬化させた耐火被覆層を、スチール構造部
材表面に構築することを特徴とする耐火被覆構造体。
5. A fire-resistant coating structure comprising a fire-resistant coating layer obtained by hydrogenating and curing a fire-resistant coating material of the composition according to claim 1 or 2 on a surface of a steel structural member.
【請求項6】 前記耐火被覆層の硬化体の気乾比重が
0.6〜1.5となることを特徴とする前記請求項5記
載の耐火被覆構造体。
6. The fire-resistant coating structure according to claim 5, wherein the cured product of the fire-resistant coating layer has an air-drying specific gravity of 0.6 to 1.5.
JP24058896A 1995-09-14 1996-09-11 Refractory coating material, method for forming refractory coating layer, and refractory coating structure Expired - Lifetime JP3240308B2 (en)

Priority Applications (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013002230A (en) * 2011-06-21 2013-01-07 Okamoto Kosan Kk Fire-resisting construction method for building
JP2015010000A (en) * 2013-06-27 2015-01-19 宇部興産株式会社 Heat-preventive hydraulic composition, mortar composition, and mortar-hardened body

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013002230A (en) * 2011-06-21 2013-01-07 Okamoto Kosan Kk Fire-resisting construction method for building
JP2015010000A (en) * 2013-06-27 2015-01-19 宇部興産株式会社 Heat-preventive hydraulic composition, mortar composition, and mortar-hardened body

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