JPH09235893A - Fire resisting fiber reinforced concrete structure - Google Patents

Fire resisting fiber reinforced concrete structure

Info

Publication number
JPH09235893A
JPH09235893A JP8185296A JP8185296A JPH09235893A JP H09235893 A JPH09235893 A JP H09235893A JP 8185296 A JP8185296 A JP 8185296A JP 8185296 A JP8185296 A JP 8185296A JP H09235893 A JPH09235893 A JP H09235893A
Authority
JP
Japan
Prior art keywords
paint
concrete structure
fiber
fire resisting
fiber reinforced
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
JP8185296A
Other languages
Japanese (ja)
Inventor
Hideo Koyama
秀夫 小山
Etsujiro Anabuki
悦二郎 穴吹
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.)
ThreeBond Unicom Co Ltd
ThreeBond Co Ltd
Original Assignee
ThreeBond Unicom Co Ltd
ThreeBond 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 ThreeBond Unicom Co Ltd, ThreeBond Co Ltd filed Critical ThreeBond Unicom Co Ltd
Priority to JP8185296A priority Critical patent/JPH09235893A/en
Publication of JPH09235893A publication Critical patent/JPH09235893A/en
Pending legal-status Critical Current

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  • Laminated Bodies (AREA)
  • Building Environments (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide structure capable of preventing destruction of concrete and a structure due to dead weight, an earthquake, etc., having a fire resisting property, not burning nor fuming. SOLUTION: A fire resisting fiber reinforced concrete structure is constituted by laminating reinforcing fiber and room temperature hardening resin on a surface of a concrete structure and applying nonflammable paint 3 to the surface after hardening it. At this time, carbon fiber, glass fiber, alamide fiber, etc., can be listed as the reinforcing fiber, and it is favorable that the incombustible resin is foaming fire resisting paint to foam and expand at higher than specified temperature of film surface temperature or self-extinguishing paint to generate moisture when the film surface temperature becomes higher than the specified temperature. It is possible to thin the film of these nonflammable paint 3 in comparison with a conventional inorganic compound, it is easy to apply and excellent in outer appearance.

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】本発明は構造物の柱等のコン
クリート構造、さらに詳しくは、外表面に耐火性の補強
層を有して圧縮耐力に優れた繊維強化コンクリート構造
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete structure such as a pillar of a structure, and more particularly to a fiber reinforced concrete structure having a fire resistant reinforcing layer on the outer surface thereof and excellent in compression strength.

【0002】[0002]

【従来の技術】建築物等のコンクリート構造物は地震な
どの震動や構造物の負載荷により外部応力を常に与えら
れている。従来からコンクリート構造物は鉄筋や繊維強
化プラスチック(FRP)からなる線状又は棒状の芯な
どを埋設して補強されていた。
2. Description of the Related Art A concrete structure such as a building is constantly subjected to external stress due to a vibration such as an earthquake or a negative load of the structure. Conventionally, a concrete structure has been reinforced by embedding a linear or rod-shaped core made of a reinforcing bar or fiber reinforced plastic (FRP).

【0003】しかし、永年かかる応力や地震などの急激
な衝撃や振動などによりコンクリート構造物の表面から
亀裂が生じてしまう。表面から生じた亀裂はやがて内部
に達し軸方向のひずみを大きくし、コンクリート構造物
の補強芯から壊裂してしまう。
However, cracks are generated from the surface of the concrete structure due to a sudden impact or vibration such as a long-term stress or earthquake. The cracks generated from the surface eventually reach the inside, increasing the axial strain, and rupturing from the reinforcing core of the concrete structure.

【0004】そのため既存のコンクリート構造物に亀裂
が生じてしまった場合、その亀裂部分を埋めるようにコ
ンクリートを塗布し補強、修繕をしてきた。しかし、亀
裂が生じてしまった部分にコンクリートで補強しても強
度不足であり、さらに、この手法では亀裂を予防するこ
とはできない。
Therefore, when a crack has occurred in an existing concrete structure, concrete has been applied to reinforce and repair the crack so as to fill the cracked portion. However, even if the cracked part is reinforced with concrete, the strength is insufficient, and furthermore, cracks cannot be prevented by this method.

【0005】そこで、コンクリート構造物の外表面にそ
の柱状体の周方向に沿って鋼板を張り付けて補強した
り、炭素繊維、ガラス繊維、アラミド繊維等の高強度補
強繊維を固化材により一体に固めて成形してなる補強層
をもうけることにより構造物の耐荷力を向上させるとい
う手法がとられてきた。
Therefore, a steel plate is attached to the outer surface of the concrete structure along the circumferential direction of the columnar body for reinforcement, or high strength reinforcing fibers such as carbon fiber, glass fiber and aramid fiber are integrally solidified by a solidifying material. A method has been taken to improve the load bearing capacity of a structure by providing a reinforcing layer formed by molding.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、鋼板を
用いる場合鋼板自体が重いためそれを張り付ける際に重
機械が必要なことや、鋼板自体の重さもコンクリート構
造物に付加されてしまう等の問題がある。さらに、コン
クリート構造物が複雑な構造をしている場合は鋼板を変
形加工させる必要がある。
However, when a steel sheet is used, the steel sheet itself is heavy, so that a heavy machine is required to attach it, and the weight of the steel sheet itself is added to the concrete structure. There is. Further, when the concrete structure has a complicated structure, it is necessary to deform the steel plate.

【0007】高強度補強繊維を固化材で固めたものは繊
維強化プラスチック(FRP)と呼ばれ、シート状であ
るため複雑形状のコンクリート構造物にも柔軟に対応で
き固化した後は鋼板補強と同等の補強効果を有するため
施工性がよく、また錆も発生しない。
The high-strength reinforcing fiber solidified with a solidifying material is called Fiber Reinforced Plastic (FRP), and since it is sheet-shaped, it can flexibly cope with concrete structures of complicated shape and is equivalent to steel plate reinforcement after solidification. Since it has a reinforcing effect, it has good workability and does not generate rust.

【0008】しかし、繊維強化プラスチックは鋼板に比
べ耐火性に劣り、火災発生時などは燃焼したり発煙して
しまう。
However, the fiber reinforced plastic is inferior in fire resistance to the steel plate, and may burn or smoke when a fire occurs.

【0009】そのため、繊維強化プラスチック補強の表
面に石膏、モルタル等の無機化合物を塗布したり、吹き
付けたりするということも検討されてきた。しかし、無
機化合物では防火、防煙の効果を出すためには1cm〜
3cm程の比較的厚塗りをしなくてはならず、施工に手
間がかかるばかりでなく、コンクリート柱自体が大きく
なってしまい居住体積が減少してしまい非効率的であ
る。
Therefore, it has been studied to coat or spray an inorganic compound such as gypsum or mortar on the surface of the fiber reinforced plastic reinforcement. However, with an inorganic compound, 1 cm ~
Not only is it necessary to apply a relatively thick coating of about 3 cm, which is not only time-consuming for construction, but also the concrete column itself becomes large and the living volume decreases, which is inefficient.

【0010】[0010]

【課題を解決するための手段】このような問題点を解決
するために本発明者は鋭意研究の結果、コンクリート構
造物の表面に補強繊維と室温硬化性樹脂を積層し、硬化
させた後、さらにその表面に難燃性塗料を塗布した耐火
性繊維強化コンクリート構造が有用であることを見出し
た。
In order to solve such problems, the present inventors have earnestly studied, and as a result, after laminating a reinforcing fiber and a room temperature curable resin on the surface of a concrete structure and curing it, Furthermore, they have found that a fire-resistant fiber-reinforced concrete structure having a flame-retardant coating applied on its surface is useful.

【0011】この目的に沿う本発明の繊維強化プラスチ
ックは炭素繊維、ガラス繊維、アラミド繊維等の高強度
繊維と室温硬化性樹脂を積層することにより得ることが
できる。室温硬化性樹脂としてはエポキシ樹脂、アクリ
ル樹脂があげられる。エポキシ樹脂としてはグリシジル
基を有する化合物とアミン化合物を混合したものが使用
され、たとえばスリーボンド2082、スリーボンド2
084(株式会社スリーボンド社製)があげられる。ア
クリル樹脂としては不飽和二重結合を有する化合物にラ
ジカル発生剤を混合させたものが使用され、たとえばス
リーボンド3921、3926の混合物、スリーボンド
3923、3928の混合物(株式会社スリーボンド社
製)があげられる。
The fiber-reinforced plastic of the present invention for this purpose can be obtained by laminating high-strength fibers such as carbon fibers, glass fibers and aramid fibers and a room temperature curable resin. Examples of the room temperature curable resin include epoxy resin and acrylic resin. As the epoxy resin, a mixture of a compound having a glycidyl group and an amine compound is used. For example, ThreeBond 2082, ThreeBond 2
084 (manufactured by ThreeBond Co., Ltd.) can be mentioned. As the acrylic resin, a compound having an unsaturated double bond mixed with a radical generator is used, and examples thereof include a mixture of ThreeBonds 3921 and 3926 and a mixture of ThreeBonds 3923 and 3928 (manufactured by ThreeBond Co., Ltd.).

【0012】補強繊維と室温硬化性樹脂の積層方法はま
ず、コンクリートに室温硬化性樹脂を塗布し、補強繊維
を張り付ける。その後、補強繊維に含浸させるように室
温硬化性樹脂を塗布する。
In the method of laminating the reinforcing fiber and the room temperature curable resin, first, the room temperature curable resin is applied to concrete and the reinforcing fiber is attached. Then, a room temperature curable resin is applied so as to impregnate the reinforcing fibers.

【0013】難燃性塗料は塗膜表面温度が所定温度以上
で発泡、膨張する発泡性耐火塗料または塗膜表面温度が
所定以上になると水分を発生する自己消火性塗料である
ものが使用好ましい。
The flame-retardant paint is preferably a foaming fire-resistant paint that foams and expands at a surface temperature of the coating film above a predetermined temperature, or a self-extinguishing paint that generates water when the surface temperature of the coating film exceeds a predetermined temperature.

【0014】塗膜表面温度が所定温度以上で発泡、膨張
する発泡性耐火塗料は発泡、膨張前の塗膜は1〜2mm
ではあるが、火災発生時などに塗膜表面温度が所定以上
たとえば250℃以上になると塗料が化学反応を起こ
し、アンモニアガスや水蒸気や炭酸ガスを発生し、体積
が膨張し始める。さらに、塗膜が加熱されると塗料は4
0〜50倍の体積に発泡し、炭化物からなる断熱層を作
り火炎による高温の熱が繊維強化プラスチック及びコン
クリート構造物に伝わりづらくし、これにより繊維強化
プラスチックの急激な温度上昇を防ぎ、発煙、発火を防
ぐことができる。
A foamable refractory paint that expands and expands when the surface temperature of the coating film exceeds a predetermined temperature is foamed, and the coating film before expansion is 1 to 2 mm.
However, when the surface temperature of the coating film exceeds a predetermined temperature, for example, 250 ° C. or more, such as when a fire occurs, the coating material chemically reacts to generate ammonia gas, water vapor or carbon dioxide gas, and the volume starts to expand. Furthermore, when the coating film is heated, the paint becomes 4
It expands to a volume of 0 to 50 times, creates a heat insulating layer made of carbide, and makes it difficult for high temperature heat due to the flame to be transmitted to the fiber reinforced plastic and concrete structure, thereby preventing a rapid temperature rise of the fiber reinforced plastic and producing smoke, Can prevent ignition.

【0015】発泡性耐火塗料は樹脂バインダー、無機フ
ィラー、起泡剤および溶剤から成る。起泡剤としてはジ
シアンジアミド、メラミン、塩素化パラフィン、リン酸
塩等が使用される。これら起泡剤は200℃程度以上に
なると熱により分解し、不燃性のアンモニアガスや炭酸
ガスの発生と水の離脱により発泡、膨張し、火炎の消火
効果を発揮する。
The foamable refractory paint comprises a resin binder, an inorganic filler, a foaming agent and a solvent. As the foaming agent, dicyandiamide, melamine, chlorinated paraffin, phosphate and the like are used. These foaming agents are decomposed by heat at a temperature of about 200 ° C. or higher, and are foamed and expanded by the generation of incombustible ammonia gas or carbon dioxide and the removal of water, and exert a flame extinguishing effect.

【0016】塗膜表面温度が所定以上になると水分を発
生する自己消火性塗料は塗膜は1〜2mmであるが塗料
自体に自己消火性があり加熱されても温度が上がりにく
い性質を持つ。自己消火性塗料は火災などにより塗膜表
面温度が所定以上たとえば300℃以上になると塗料内
部に潜んでいた水分が発生し、塗膜の温度を下げる。こ
の水分の発生の原理は化学反応によるものと物理的に吸
着していた水分が加熱により放出されるものとがある。
A self-extinguishing paint that produces moisture when the surface temperature of the paint film exceeds a predetermined value has a film thickness of 1 to 2 mm, but the paint itself has the property of being self-extinguishing and having the property that the temperature does not easily rise even when heated. When the surface temperature of the self-extinguishing paint becomes higher than a predetermined value, for example, 300 ° C. or higher due to a fire or the like, moisture lurking inside the paint is generated to lower the temperature of the paint film. The principle of this generation of water is that it is due to a chemical reaction or that the water that is physically adsorbed is released by heating.

【0017】自己消火性塗料は樹脂バインダー、無機フ
ィラー、水分発生剤および溶剤から成る。水分発生剤と
しては結晶水を有する水和物、ゼオライト、アルカリ金
属珪酸塩等があげられる。
The self-extinguishing paint comprises a resin binder, an inorganic filler, a water-generating agent and a solvent. Examples of the water generator include hydrates having water of crystallization, zeolite, alkali metal silicates, and the like.

【0018】[0018]

【発明の実施の形態】以下、本発明の耐火性コンクリー
ト構造物を実施例により説明する。しかし、本実施例は
本発明の一部の形態の例であってこれらの形態に限定さ
れるものではない。
BEST MODE FOR CARRYING OUT THE INVENTION The fire-resistant concrete structure of the present invention will be described below with reference to examples. However, the present embodiment is an example of some forms of the present invention and is not limited to these forms.

【0019】コンクリート構造物の補強繊維材料を張り
付けようとするコンクリート表面をサンダーにより研磨
する。次に、研磨面の研磨粉を取り除いた後、有機溶剤
を用いて脱脂し、研磨面にプライマーを塗布する。プラ
イマーとしてはビスフェノール型エポキシと変性脂肪酸
ポリアミンとシランカップリング剤の混合物を溶剤で希
釈したものを使用した。
The surface of the concrete on which the reinforcing fiber material of the concrete structure is to be attached is ground with a sander. Next, after removing the polishing powder on the polishing surface, degreasing is performed using an organic solvent, and a primer is applied to the polishing surface. As the primer, a mixture of a bisphenol type epoxy, a modified fatty acid polyamine and a silane coupling agent diluted with a solvent was used.

【0020】プライマーが硬化した後、室温硬化性樹脂
を均一の厚さで塗布した。室温硬化性樹脂はスリーボン
ド2082(株式会社スリーボンド社製)を使用した。
室温硬化性樹脂が硬化する前に炭素繊維を張り付け前記
と同一の室温硬化性樹脂を塗布、含浸させた。さらに炭
素繊維を張り付け室温硬化性樹脂を塗布含浸させた。へ
らを使用して余分な室温硬化性樹脂を除去し、均一な厚
さにした。これを24時間養生し硬化させた。
After the primer was cured, a room temperature curable resin was applied in a uniform thickness. As the room temperature curable resin, ThreeBond 2082 (manufactured by ThreeBond Co., Ltd.) was used.
Before the room temperature curable resin was cured, carbon fibers were attached and the same room temperature curable resin as described above was applied and impregnated. Further, carbon fibers were attached and a room temperature curable resin was applied and impregnated. A spatula was used to remove excess room temperature curable resin to a uniform thickness. This was cured and cured for 24 hours.

【0021】硬化後、繊維強化プラスチック層の表面に
難燃性塗料をローラーにより塗布した。難燃性塗料とし
てユニサームNo.38303WB(古川電気工業株式
会社社製)を使用した。
After curing, a flame-retardant paint was applied to the surface of the fiber reinforced plastic layer by a roller. As a flame retardant paint, Unitherm No. 38303WB (manufactured by Furukawa Electric Co., Ltd.) was used.

【0022】これらの実施例を図示すると図1のように
なる。図中、1はコンクリート構造物であり、2は繊維
強化プラスチックであり、3は難燃性塗料てある。本発
明の補強されたコンクリート構造物が火災などにより高
温になりコンクリート構造物の表面が上昇すると図2に
示されるように塗布された塗料2が発泡し、体積が膨張
し始める。さらに本発明のコンクリート構造物が加熱さ
れ続けると、塗料2は発泡して塗布したときの塗膜の何
十倍の休積に膨張する。そして、発泡し、塗膜の何十倍
に膨張した塗料は火災による高温の熱がコンクリート構
造物に伝わりづらくし、繊維強化プラスチック層及びコ
ンクリート層を保護することができる。
FIG. 1 shows these embodiments. In the figure, 1 is a concrete structure, 2 is a fiber reinforced plastic, and 3 is a flame retardant paint. When the reinforced concrete structure of the present invention is heated to a high temperature due to fire or the like and the surface of the concrete structure rises, the applied paint 2 foams as shown in FIG. 2 and the volume starts to expand. When the concrete structure of the present invention is further heated, the paint 2 foams and expands to a tens of times as much rest space as the coating film when applied. Then, the paint that has foamed and expanded to tens of times that of the coating film makes it difficult for high temperature heat due to a fire to be transmitted to the concrete structure, and can protect the fiber reinforced plastic layer and the concrete layer.

【0023】[0023]

【発明の効果】この発明によれば、補強繊維と室温硬化
性樹脂による繊維強化プラスチックにより成形された補
強層は柱状体の一部分に集中してかかる外部応力をコン
クリート構造物全体に分散し、特にコンクリート構造物
の外表面から発生する亀裂を防止する。
According to the present invention, the reinforcing layer formed by the fiber-reinforced plastic made of the reinforcing fiber and the room temperature curable resin concentrates on a part of the columnar body and disperses the external stress applied to the entire concrete structure. Prevents cracking from the outer surface of concrete structures.

【0024】また、耐熱、耐火性にも優れ火災などによ
り繊維強化プラスチックが燃焼したり、発煙したりしな
い。また、火災時にコンクリートに含有する水分により
発生するコンクリート構造物の爆裂も防止できる。
Also, the fiber-reinforced plastic is excellent in heat resistance and fire resistance and does not burn or smoke due to fire or the like. Further, it is possible to prevent the explosion of the concrete structure caused by the moisture contained in the concrete at the time of fire.

【0025】さらに、コンクリートは塩基性であり、大
気ガスや雨等により中性化してしまうが、本発明による
と繊維強化プラスチックと難燃性塗料によりコンクリー
トまで水分が到達しないので完全に、大気ガスや、酸性
雨を遮断することができ、中性化による劣化を防止する
ことができる。
Further, concrete is basic and neutralized by atmospheric gas, rain, etc. However, according to the present invention, since moisture does not reach the concrete due to the fiber reinforced plastic and the flame-retardant paint, the atmospheric gas is completely removed. In addition, it is possible to block acid rain and prevent deterioration due to neutralization.

【0026】[0026]

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

【図1】本発明のコンクリート構造物FIG. 1 Concrete structure of the present invention

【図2】コンクリート構造物の表面が加熱されはじめた
状態を示す断面図
FIG. 2 is a cross-sectional view showing a state in which the surface of the concrete structure has begun to be heated.

【符号の説明】[Explanation of symbols]

1‥‥コンクリート層 2‥‥繊維強化プラスチッ
ク層 3‥‥難燃性塗料
1 Concrete layer 2 Fiber reinforced plastic layer 3 Flame retardant paint

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】コンクリート構造物の表面に補強繊維と室
温硬化性樹脂を積層し、硬化させた後、さらにその表面
に難燃性塗料を塗布したことを特徴とする耐火性繊維強
化コンクリート構造
1. A fire resistant fiber reinforced concrete structure characterized in that a reinforcing fiber and a room temperature curable resin are laminated on the surface of a concrete structure, cured and then a flame retardant paint is applied to the surface.
【請求項2】難燃性塗料は塗膜表面温度が所定温度以上
で発泡、膨張する発泡性耐火塗料または塗膜表面温度が
所定以上になると水分を発生する自己消火性塗料である
ことを特徴とする請求項1の耐火性繊維強化コンクリー
ト構造
2. The flame-retardant paint is a foaming fire-resistant paint that foams and expands when the surface temperature of the coating film exceeds a predetermined temperature, or a self-extinguishing paint that generates water when the surface temperature of the coating film exceeds a predetermined temperature. The refractory fiber reinforced concrete structure according to claim 1.
JP8185296A 1996-02-28 1996-02-28 Fire resisting fiber reinforced concrete structure Pending JPH09235893A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8185296A JPH09235893A (en) 1996-02-28 1996-02-28 Fire resisting fiber reinforced concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8185296A JPH09235893A (en) 1996-02-28 1996-02-28 Fire resisting fiber reinforced concrete structure

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JPH09235893A true JPH09235893A (en) 1997-09-09

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JP8185296A Pending JPH09235893A (en) 1996-02-28 1996-02-28 Fire resisting fiber reinforced concrete structure

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020016044A (en) * 2018-07-24 2020-01-30 株式会社竹中工務店 Concrete member fireproof covering structure, and manufacturing method of fire proof concrete member
JP2020056168A (en) * 2018-09-28 2020-04-09 日鉄ケミカル&マテリアル株式会社 Reinforcing method for reinforced concrete structure
CN112282413A (en) * 2020-10-19 2021-01-29 西安建筑科技大学 Multi-layer coated carbon fiber reinforced fireproof heat insulation system and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020016044A (en) * 2018-07-24 2020-01-30 株式会社竹中工務店 Concrete member fireproof covering structure, and manufacturing method of fire proof concrete member
JP2020056168A (en) * 2018-09-28 2020-04-09 日鉄ケミカル&マテリアル株式会社 Reinforcing method for reinforced concrete structure
CN112282413A (en) * 2020-10-19 2021-01-29 西安建筑科技大学 Multi-layer coated carbon fiber reinforced fireproof heat insulation system and construction method thereof
CN112282413B (en) * 2020-10-19 2022-05-17 西安建筑科技大学 Multi-layer coated carbon fiber reinforced fireproof heat insulation system and construction method thereof

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