JPH07165452A - Carbon fiber reinforced hydraulic composite material - Google Patents

Carbon fiber reinforced hydraulic composite material

Info

Publication number
JPH07165452A
JPH07165452A JP31352193A JP31352193A JPH07165452A JP H07165452 A JPH07165452 A JP H07165452A JP 31352193 A JP31352193 A JP 31352193A JP 31352193 A JP31352193 A JP 31352193A JP H07165452 A JPH07165452 A JP H07165452A
Authority
JP
Japan
Prior art keywords
carbon fiber
composite material
strength
hydraulic composite
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
JP31352193A
Other languages
Japanese (ja)
Inventor
Mitsuru Awata
満 粟田
Akira Shiraki
明 白木
Mitsuharu Tezuka
光晴 手塚
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.)
Mitsubishi Chemical Corp
Original Assignee
Mitsubishi Chemical Corp
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 Mitsubishi Chemical Corp filed Critical Mitsubishi Chemical Corp
Priority to JP31352193A priority Critical patent/JPH07165452A/en
Publication of JPH07165452A publication Critical patent/JPH07165452A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/38Fibrous materials; Whiskers
    • C04B14/386Carbon
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Materials Engineering (AREA)
  • Ceramic Engineering (AREA)
  • Nanotechnology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE:To obtain a carbon fiber-reinforced hydraulic composite material having high specific flexural strength. CONSTITUTION:This hydraulic composite material is produced by mixing and dispersing carbon fibers in a hydraulic raw material. Concretely, carbon fibers having a tensile strength of >=500kg/mm<2> are compounded in an amount to get the total strength of the carbon fibers in 1cm<3> of the composite material of 150-650kg and obtain a cured composite material having a specific bending strength of >=100kg/cm<2>.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は主として土木・建築分野
において使用される強度発現性に優れた炭素繊維補強水
硬性複合材料に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a carbon fiber reinforced hydraulic composite material excellent in strength development, which is mainly used in the field of civil engineering and construction.

【0002】[0002]

【従来の技術】炭素繊維補強水硬性複合材料は通常のモ
ルタルの強度不足を、炭素繊維のもつ引張強度と弾性率
とを利用して補うために開発されたものであり、曲げ強
度、引張強度および靱性に優れている。特開昭63−1
62559号公報はこの炭素繊維補強水硬性複合材料用
の炭素繊維としては引張強度が100kg/mm2 以上
のものを使用し、水溶性のポリマー0.1〜20%を用
いて集束し、混練時に炭素繊維を単糸分散させる方法を
開示している。
2. Description of the Related Art A carbon fiber reinforced hydraulic composite material was developed to make up for the lack of strength of ordinary mortar by utilizing the tensile strength and elastic modulus of carbon fiber. And excellent toughness. JP 63-1
No. 62559 discloses that carbon fibers having a tensile strength of 100 kg / mm 2 or more are used as the carbon fibers for the carbon fiber reinforced hydraulic composite material, which are bundled with a water-soluble polymer of 0.1 to 20% and kneaded during kneading. Disclosed is a method of dispersing carbon fibers in a single yarn.

【0003】しかしながら、引張強度が100kg/m
2 以上といっても、該公報の実施例のように200k
g/mm2 程度では、混練時の繊維の切断等の損傷が多
く、硬化後の炭素繊維補強水硬性複合材料の曲げ強度の
発現が悪くなるという問題があった。また、炭素繊維の
集束剤の添着量が少な過ぎると、炭素繊維の集束が弱く
なり、空練りの際に単糸分散が起こってしまう。そのた
め毛羽立ちが起きたり分散不良になるため、炭素繊維補
強水硬性複合材料の曲げ強度の発現が悪くなる。
However, the tensile strength is 100 kg / m.
Even if it is said to be m 2 or more, it is 200 k as in the embodiment of the publication.
When it is about g / mm 2, there is a problem that the fiber is often damaged by cutting during kneading and the flexural strength of the cured carbon fiber reinforced hydraulic composite material is deteriorated. Further, if the amount of the carbon fiber sizing agent attached is too small, the sizing of the carbon fibers becomes weak, and monofilament dispersion occurs during dry kneading. As a result, fluffing occurs or dispersion becomes poor, so that the flexural strength of the carbon fiber reinforced hydraulic composite material is poorly expressed.

【0004】一方、集束剤の添着量が多すぎると、炭素
繊維の集束が強すぎるため、空練りの時だけでなく、水
を添加した後も単糸分散が起こらなくなってしまう。そ
の結果、炭素繊維の補強効果がなくなり、炭素繊維補強
水硬性複合材料の曲げ強度は繊維未混入の普通のモルタ
ルの曲げ強度とほとんど変わらないものとなる。
On the other hand, if the amount of the sizing agent attached is too large, the sizing of the carbon fibers is too strong, so that the single yarn dispersion does not occur not only during the empty kneading but also after the addition of water. As a result, the reinforcing effect of the carbon fibers is lost, and the bending strength of the carbon fiber reinforced hydraulic composite material is almost the same as the bending strength of ordinary mortar without fibers.

【0005】[0005]

【発明が解決しようとする課題】本発明者らは前記課題
を解決すべく種々検討を重ねた結果、引張強度の大きい
炭素繊維を、該水硬性複合材料1cm3 中に含まれる炭
素繊維のトータル強度が150〜650kgとなる様に
混合することにより、炭素繊維補強水硬性複合材料の硬
化後の曲げ比強度が100kg/cm2 以上であること
を特徴とする炭素繊維補強水硬性複合材料を製造するこ
とを見出し、本発明を完成したものであ。更に、好まし
い集束剤の好ましい添着量があることも見出した。
DISCLOSURE OF THE INVENTION As a result of various studies to solve the above-mentioned problems, the present inventors have found that carbon fibers having a large tensile strength are the total carbon fibers contained in 1 cm 3 of the hydraulic composite material. A carbon fiber reinforced hydraulic composite material having a bending specific strength after curing of the carbon fiber reinforced hydraulic composite material of 100 kg / cm 2 or more is produced by mixing so as to have a strength of 150 to 650 kg. The present invention has been completed and the present invention has been completed. Further, it has been found that there is a preferable amount of the preferable sizing agent.

【0006】[0006]

【課題を解決させるための手段】即ち、本発明は、引張
強度が500kg/mm2 以上の炭素繊維を、水硬性複
合材料中に混合したときに、チョップドストランド状の
該炭素繊維が単糸分散することを可能とさせる集束剤、
好ましくは硬化剤未添加のエポキシエマルジョン集束剤
を0.2〜2wt%、好ましくは0.5〜1.5wt%
添着し、チョップドストランド状態にしたものを水硬性
複合材料に添加する方法を検討し、炭素繊維補強水硬性
複合材料の単位体積に含まれる炭素繊維の本数に、その
炭素繊維の強度をかけて求められる炭素繊維のトータル
強度が補強効果に大きく関与していることを見いだした
ものである。すなわち本発明は、該水硬性複合材料1c
3中に含まれる炭素繊維のトータル強度が150〜6
50kgであり、かつ該水硬性複合材料の硬化後の曲げ
比強度が100kg/cm2 以上であることを特徴とす
る炭素繊維補強水硬性複合材料を要旨とする。ここでい
う曲げ比強度とは、試験体の曲げ強度をその比重で割っ
た値である。
That is, according to the present invention, when carbon fibers having a tensile strength of 500 kg / mm 2 or more are mixed into a hydraulic composite material, the chopped strand carbon fibers are dispersed in a single yarn. A sizing agent that makes it possible to
Preferably, the epoxy emulsion sizing agent containing no curing agent is added in an amount of 0.2 to 2% by weight, preferably 0.5 to 1.5% by weight.
We examined the method of adding what was impregnated and made into a chopped strand state to the hydraulic composite material, and calculated by multiplying the number of carbon fibers contained in the unit volume of the carbon fiber reinforced hydraulic composite material by the strength of the carbon fiber It was found that the total strength of the carbon fiber produced is greatly related to the reinforcing effect. That is, the present invention relates to the hydraulic composite material 1c.
The total strength of the carbon fibers contained in m 3 is 150 to 6
A gist of the carbon fiber reinforced hydraulic composite material is 50 kg, and the bending specific strength after hardening of the hydraulic composite material is 100 kg / cm 2 or more. The bending specific strength referred to here is a value obtained by dividing the bending strength of the test body by its specific gravity.

【0007】以下、本発明を詳細に説明する。まず、本
発明における水硬性複合材料の原料は、マトリクスとし
ては普通ポルトランドセメント、早強ポルトランドセメ
ント、高炉セメント、アルミナセメントおよび低収縮セ
メントのいずれでも良く、好ましくは低収縮セメントお
よび早強ポルトランドセメントを用いる。
The present invention will be described in detail below. First, the raw material of the hydraulic composite material in the present invention, as a matrix may be any of ordinary Portland cement, early strength Portland cement, blast furnace cement, alumina cement and low shrinkage cement, preferably low shrinkage cement and early strength Portland cement. To use.

【0008】本発明で用いられる炭素繊維としては、引
張強度が500kg/mm2 以上であれば特に限定され
ることなく使用でき、例えばコールタールピッチ、石油
ピッチ、石炭液化物、ポリアクリロニトリル、セルロー
ス等を原料とした炭素繊維を用いることができる。炭素
繊維の糸径としては、4〜10μm、好ましくは5〜8
μmのものが用いられる。炭素繊維の繊維長としては、
アスペクト比として1000〜4000のものが用いら
れる。炭素繊維のアスペクト比が1000未満である
と、たとえ炭素繊維のトータル強度が150以上であっ
ても、引き抜けの抵抗力が小さいため硬化体の強度は低
下しやすい。4000より大きいと、混練が困難なた
め、繊維の分散不良をおこし、流動性が低下し、硬化体
の強度低下が生じやすい。
The carbon fiber used in the present invention is not particularly limited as long as it has a tensile strength of 500 kg / mm 2 or more. For example, coal tar pitch, petroleum pitch, coal liquefaction, polyacrylonitrile, cellulose and the like. It is possible to use carbon fibers made from. The diameter of the carbon fiber is 4 to 10 μm, preferably 5 to 8
The one with μm is used. As the fiber length of carbon fiber,
An aspect ratio of 1000 to 4000 is used. When the aspect ratio of the carbon fiber is less than 1000, even if the total strength of the carbon fiber is 150 or more, the strength of the cured product is likely to decrease because the pull-out resistance is small. When it is more than 4000, the kneading is difficult, resulting in poor dispersion of the fibers, the fluidity is lowered, and the strength of the cured product is apt to be lowered.

【0009】繊維の集束剤は、モルタルにしたときに、
チョップドストランド状の炭素繊維が単糸分散すること
を可能とさせる集束剤が用いられ、例えば、硬化剤未添
加のエポキシエマルジョンや、ポリビニルアルコール系
として、未ケン化ポリ酢酸ビニル、部分ケン化ポリビニ
ルアルコール、完全ケン化ポリビニルアルコールがあ
る。また、メチルセルロース、エチルセルロース、カル
ボキシルエチルセルロース、ヒドロキシエチルセルロー
ス等のセルロース誘導体、可溶性デンプン等のデンプン
誘導体も用いられる。好ましくは硬化剤未添加のエポキ
シエマルジョンが用いられる。本発明で用いられるエポ
キシエマルジョンとしては、以下のエポキシ化合物を界
面活性剤でエマルジョン化したものが使用できる。エポ
キシ化合物とは、例えば、ビスフェノール型、ノボラッ
ク型、脂環族型、レゾール型、アミノ型などのエポキシ
化合物のモノマー、低重合物が挙げられ、中でも、ビス
フェノールA型で分子量が470以下、あるいはノボラ
ック型で分子量が600以下のエポキシ化合物が好まし
い。例えば、シェル化学社製“エピコート”815、8
27、828および834、CIBA−GEIGY(チ
バ−ガイギー)社製“アラルダイト”ECN−1235
等が例示できる。
The fiber sizing agent, when made into a mortar,
A sizing agent that allows the chopped strand-shaped carbon fibers to be dispersed in a single yarn is used. For example, an epoxy emulsion without a curing agent added, or a polyvinyl alcohol-based non-saponified polyvinyl acetate, partially saponified polyvinyl alcohol. , Fully saponified polyvinyl alcohol. Further, cellulose derivatives such as methyl cellulose, ethyl cellulose, carboxyethyl cellulose, hydroxyethyl cellulose and starch derivatives such as soluble starch are also used. An epoxy emulsion without a curing agent is preferably used. As the epoxy emulsion used in the present invention, the following epoxy compounds emulsified with a surfactant can be used. Examples of the epoxy compound include bisphenol-type, novolak-type, alicyclic-type, resol-type, amino-type, and other epoxy compound monomers and low-polymerization products. Among them, bisphenol A-type having a molecular weight of 470 or less, or novolak An epoxy compound having a type and a molecular weight of 600 or less is preferable. For example, "Epicote" 815, 8 manufactured by Shell Chemical Co.
27, 828 and 834, "Araldite" ECN-1235 manufactured by CIBA-GEIGY (Ciba-Geigy).
Etc. can be illustrated.

【0010】これらをエマルジョン化する界面活性剤と
しては、ポリオキシメチレンのヒマシ油エーテル、ノニ
ルフェニルエーテル、スチレン化フェニルエーテルなど
のポリオキシエチレンアルキルエーテルまたはポリオキ
シエチレンアルキルアリルエーテルおよびポリビニルア
ルコールなどの中から選ばれた少なくとも1種類の界面
活性剤が挙げられる。
Surfactants for emulsifying these include polyoxymethylene castor oil ether, nonyl phenyl ether, polyoxyethylene alkyl ethers such as styrenated phenyl ether, polyoxyethylene alkyl allyl ether and polyvinyl alcohol. At least one surfactant selected from

【0011】集束剤の添着量は0.2〜2.0wt%、
好ましくは0.5〜1.5wt%に調節する。添着の方
法は、水に集束剤を混入して規定の濃度にし、その溶液
に炭素繊維を長繊維のまま滑車を通じて含浸させる。含
浸後の炭素繊維は100〜120℃で乾燥、切断され
る。繊維長は5〜20mmが好ましい。エマルジョンタ
イプのエポキシの場合、その添着量が0.1wt%以下
では、無添着の場合とほとんど変化がなく、通常のモル
タルミキサーでは繊維を充分分散させることが困難で、
オムニミキサーのような特殊なミキサーが必要とされ、
使用した際も繊維の毛羽立ちは目立つ。また2〜5wt
%の場合は、炭素繊維の周りのエポキシエマルジョンが
多すぎて炭素繊維とマトリックスの結合が弱くなるた
め、逆にCFRCの強度は落ちる。さらに、5wt%以
上になると、混練時、水を添加した後も炭素繊維をスト
ランド状態のままで単糸分散は起こらないため、繊維に
よる補強効果は極めて少なくなる。エポキシエマルジョ
ンの場合0.2〜2wt%が好ましい。
The amount of the sizing agent attached is 0.2 to 2.0 wt%,
It is preferably adjusted to 0.5 to 1.5 wt%. As the method of impregnation, a sizing agent is mixed in water to a prescribed concentration, and the solution is impregnated with carbon fibers as long fibers through pulleys. The carbon fiber after impregnation is dried and cut at 100 to 120 ° C. The fiber length is preferably 5 to 20 mm. In the case of an emulsion type epoxy, if the amount of impregnation is 0.1 wt% or less, there is almost no difference from the case of no impregnation, and it is difficult to sufficiently disperse the fibers with a normal mortar mixer,
A special mixer like an omni mixer is needed,
The fluffing of the fibers is noticeable even when used. 2-5 wt
In the case of%, since the epoxy emulsion around the carbon fiber is too much and the bond between the carbon fiber and the matrix is weakened, the strength of CFRC is decreased. Further, when the content is 5 wt% or more, the carbon fiber remains in a strand state even after water is added during kneading and single yarn dispersion does not occur, so that the reinforcing effect by the fiber becomes extremely small. In the case of an epoxy emulsion, 0.2-2 wt% is preferable.

【0012】炭素繊維の長さ、強度および添加量は以下
のように決定される。炭素繊維補強水硬性複合材料の単
位体積(1cm3 )に含まれる炭素繊維の本数に、その
炭素繊維の強度をかけて求められる炭素繊維のトータル
強度が補強効果に大きく関与してくる。この炭素繊維の
トータル強度が650kgを超えると、混練が困難なた
め繊維の分散不良が起こり、該水硬性複合材料の強度は
低下する。また、150kgより小さいと、混練時に炭
素繊維が切断されやすい、分散が困難、配向の影響を受
けやすい等の理由で、該水硬性複合材料の強度は低下す
る。同時に、繊維の引張強度が500kg/mm3 より
小さいと、トータル強度を大きくすると、繊維の添加量
が多くなるため、分散が不良になり、該水硬性複合材料
の強度は低下する。このように、炭素繊維補強水硬性複
合材料の単位体積(1cm3 )に含まれる炭素繊維のト
ータル強度が150〜650kg/cm2になるよう
に、糸径、強度および添加量を決定する。
The length, strength and addition amount of carbon fiber are determined as follows. The total strength of the carbon fibers obtained by multiplying the number of carbon fibers contained in a unit volume (1 cm 3 ) of the carbon fiber reinforced hydraulic composite material by the strength of the carbon fibers greatly contributes to the reinforcing effect. If the total strength of this carbon fiber exceeds 650 kg, it is difficult to knead and the dispersion of the fiber becomes poor, and the strength of the hydraulic composite material decreases. On the other hand, if it is less than 150 kg, the strength of the hydraulic composite material is lowered because the carbon fibers are easily cut during the kneading, the dispersion is difficult, and the orientation is easily affected. At the same time, if the tensile strength of the fiber is less than 500 kg / mm 3 , if the total strength is increased, the amount of the fiber added is increased, resulting in poor dispersion, and the strength of the hydraulic composite material decreases. In this way, the yarn diameter, the strength, and the addition amount are determined so that the total strength of the carbon fibers contained in the unit volume (1 cm 3 ) of the carbon fiber reinforced hydraulic composite material is 150 to 650 kg / cm 2 .

【0013】骨材としては、砂、ケイ石、砂利、砕石、
シラスバルーン、フライアッシュ等が挙げられる。平均
粒径が6mmで好ましくは珪砂5号を、軽量骨材は平均
粒径40μmの中空シリカを用い、セメント100部に
対して合計20〜30部混入する。また、繊維の分散剤
としては通常一般に使用されているものが使用でき、例
えば、メチルセルロース、ヒドロキシエチルセルロース
等のセルロース誘導体、ポリアミド型、ポリアミン型、
アルキルピコリニウム塩型、アルキルアミンの水溶性酸
型等のカチオン界面活性剤、アルキルアミンオキサイド
型ノニオン性界面活性剤、アルキルアラニン型、アルキ
ルアミンオキサイド型ノニオン性界面活性剤、アルキル
グリシン型、アルキルアラニン型、アルキルベタイン
型、アルキルイミダゾリン型等の両性界面活性剤のうち
いずれか1種または2種以上の混合物が使用される。
As the aggregate, sand, silica stone, gravel, crushed stone,
Examples include shirasu balloon and fly ash. Preferably, silica sand No. 5 having an average particle size of 6 mm and hollow silica having an average particle size of 40 μm are used as the lightweight aggregate, and a total of 20 to 30 parts are mixed with 100 parts of cement. Further, as the fiber dispersant, those generally used can be used, for example, methyl cellulose, cellulose derivatives such as hydroxyethyl cellulose, polyamide type, polyamine type,
Alkyl picolinium salt type, alkyl amine water-soluble acid type cationic surfactant, alkyl amine oxide type nonionic surfactant, alkyl alanine type, alkyl amine oxide type nonionic surfactant, alkyl glycine type, alkyl alanine Type, alkyl betaine type, alkyl imidazoline type and other amphoteric surfactants, or a mixture of two or more thereof is used.

【0014】減水剤としてはトリアジン環系高縮合物塩
を主成分とする特殊界面活性剤、特殊スルホン基カルボ
キシル基含有多元ポリマー、アニオン型特殊高分子活性
剤、ナフタレンスルホン酸縮合物リグニンスルホン酸誘
導体等が挙げられる。添加量はセメント100部に対し
て1〜4部混入する。また、分散剤、減水剤の他に消泡
剤、発泡剤等の混和剤も適宜添加できる。セメント原料
と炭素繊維、水、その他助剤を混練する混合機として
は、通常用いられる全ての混合機が使用でき、パドル
型、プロペラ型、櫂型、タービン型、パン型、リボン
型、スクリュー型、ワーナ型、ニーダー型等の撹拌翼を
有する混合機の場合は、炭素繊維と水硬性複合材料原料
とを水を加えずにまず混合し、ついで水を加えて混練す
る。
As the water-reducing agent, a special surfactant containing a triazine ring-based highly condensate salt as a main component, a special polymer having a special sulfone group and a carboxyl group, an anionic special polymer surfactant, a naphthalenesulfonic acid condensate ligninsulfonic acid derivative Etc. The addition amount is 1 to 4 parts with respect to 100 parts of cement. Further, in addition to the dispersant and the water reducing agent, an admixture such as an antifoaming agent and a foaming agent can be appropriately added. As a mixer for kneading the cement raw material, carbon fiber, water and other auxiliaries, all commonly used mixers can be used, including paddle type, propeller type, paddle type, turbine type, pan type, ribbon type, screw type In the case of a mixer having a stirring blade such as a warner type or a kneader type, the carbon fiber and the hydraulic composite material raw material are first mixed without adding water, and then water is added and kneaded.

【0015】かくして得られる本発明の炭素繊維補強水
硬性複合材料は硬化後の曲げ比強度(曲げ強度/比重)
が100kg/cm2 以上の優れた強度を有する。
The carbon fiber reinforced hydraulic composite material of the present invention thus obtained has a flexural specific strength (flexural strength / specific gravity) after curing.
Has an excellent strength of 100 kg / cm 2 or more.

【0016】[0016]

【実施例】以下、実施例により本発明をさらに詳細に説
明する。 実施例1 エポキシ化合物“エピコート”834(シェル化学社
製)60重量部と“エピコート”1004(シェル化学
社製)40重量部とのエマルジョン溶液に、引張強度が
640kg/mm2 の炭素繊維を滑車を用いて長繊維の
まま通すことによって含浸させ、添着量が1.0wt%
になるよう調節を行い、120℃で30分乾燥後12m
mのチョップドストランドに切断する。この炭素短繊維
を得られる水硬性複合材料1cm3 中に含まれる炭素繊
維のトータル強度が390kgになるよう、内容積5リ
ットルのモルタルミキサーに投入し、さらに低収縮セメ
ント100重量部、ケイ砂12.5重量部、軽量骨材1
2.5重量部、メチルセルロース0.25重量部添加
し、30秒乾式混合し、短繊維が充分分散した混合物を
得、ついで水を50重量部加えて30秒混練した後、4
×4×16cmの型枠に流し込んで炭素繊維補強水硬性
複合材料を製造した。翌日、脱型を行い、20℃、60
R.T%の状態で4週間養生後曲げ試験を行った。な
お、載荷速度は2mm/min、試験対数はn=6で行
った。
The present invention will be described in more detail with reference to the following examples. Example 1 In an emulsion solution of 60 parts by weight of an epoxy compound "Epicoat" 834 (manufactured by Shell Chemical Co., Ltd.) and 40 parts by weight of "Epicoat" 1004 (manufactured by Shell Chemical Co., Ltd.), a carbon fiber having a tensile strength of 640 kg / mm < 2 > was pulleyd. Impregnated by passing the long fiber as it is, and the impregnation amount is 1.0 wt%
12m after drying at 120 ℃ for 30 minutes
Cut into m chopped strands. This carbon short fiber was put into a mortar mixer with an internal volume of 5 liters so that the total strength of the carbon fibers contained in 1 cm 3 of the hydraulic composite material was 390 kg. .5 parts by weight, lightweight aggregate 1
2.5 parts by weight and 0.25 parts by weight of methyl cellulose were added and dry mixed for 30 seconds to obtain a mixture in which short fibers were sufficiently dispersed. Then, 50 parts by weight of water was added and kneaded for 30 seconds, and then 4
A carbon fiber reinforced hydraulic composite material was produced by casting in a 4 × 16 cm frame. The next day, the mold is removed and the temperature is 20 ° C
R. A bending test was performed after curing for 4 weeks in the T% state. The loading speed was 2 mm / min and the logarithm of the test was n = 6.

【0017】実施例2 実施例1のエポキシエマルジョン溶液に引張強度が64
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1.0wt%にな
るよう調節を行い、120℃で30分乾燥後12mmの
チョップドストランドに切断する。この炭素短繊維を用
い、得られる水硬性複合材料1cm3 中に含まれる炭素
繊維のトータル強度が450kgになるよう、実施例1
と同じ方法で炭素繊維補強水硬性複合材料を製造し、曲
げ試験を行った。
Example 2 The epoxy emulsion solution of Example 1 had a tensile strength of 64.
0 kg / mm 2 of carbon fiber is passed through the long fiber as it is by using a pulley to be impregnated, the amount of impregnation is adjusted to 1.0 wt%, dried at 120 ° C. for 30 minutes, and then cut into 12 mm chopped strands. . Using this short carbon fiber, Example 1 was prepared so that the total strength of the carbon fiber contained in 1 cm 3 of the hydraulic composite material obtained would be 450 kg.
A carbon fiber reinforced hydraulic composite material was manufactured by the same method as described above, and a bending test was performed.

【0018】実施例3 実施例1のエポキシエマルジョン溶液に引張強度が64
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1.0wt%にな
るよう調節を行い、120℃で30分乾燥後12mmの
チョップドストランドに切断する。この炭素短繊維を用
い、得られる水硬性複合材料1cm3 中に含まれる炭素
繊維のトータル強度が530kgになるよう、実施例1
と同じ方法で炭素繊維補強水硬性複合材料を製造し、曲
げ試験を行った。
Example 3 The epoxy emulsion solution of Example 1 had a tensile strength of 64.
0 kg / mm 2 of carbon fiber is passed through the long fiber as it is by using a pulley to be impregnated, the amount of impregnation is adjusted to 1.0 wt%, dried at 120 ° C. for 30 minutes, and then cut into 12 mm chopped strands. . Using this short carbon fiber, Example 1 was prepared so that the total strength of the carbon fiber contained in 1 cm 3 of the hydraulic composite material obtained would be 530 kg.
A carbon fiber reinforced hydraulic composite material was manufactured by the same method as described above, and a bending test was performed.

【0019】実施例4 実施例1のエポキシエマルジョン溶液に引張強度が64
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1.0wt%にな
るよう調節を行い、120℃で30分乾燥後12mmの
チョップドストランドに切断する。この炭素短繊維を用
い、得られる水硬性複合材料1cm3 中に含まれる炭素
繊維のトータル強度が160kgになるよう、実施例1
と同じ方法で炭素繊維補強水硬性複合材料を製造し、曲
げ試験を行った。
Example 4 The epoxy emulsion solution of Example 1 had a tensile strength of 64.
0 kg / mm 2 of carbon fiber is passed through the long fiber as it is by using a pulley to be impregnated, the amount of impregnation is adjusted to 1.0 wt%, dried at 120 ° C. for 30 minutes, and then cut into 12 mm chopped strands. . Using this short carbon fiber, Example 1 was prepared so that the total strength of the carbon fiber contained in 1 cm 3 of the hydraulic composite material obtained would be 160 kg.
A carbon fiber reinforced hydraulic composite material was manufactured by the same method as described above, and a bending test was performed.

【0020】実施例5 実施例1のエポキシエマルジョン溶液に引張強度が51
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1.0wt%にな
るよう調節を行い、120℃で30分乾燥後12mmの
チョップドストランドに切断する。この炭素短繊維を用
い、得られる水硬性複合材料1cm3 中に含まれる炭素
繊維のトータル強度が360kgになるよう、実施例1
と同じ方法で炭素繊維補強水硬性複合材料を製造し、曲
げ試験を行った。
Example 5 The epoxy emulsion solution of Example 1 had a tensile strength of 51.
0 kg / mm 2 of carbon fiber is passed through the long fiber as it is by using a pulley to be impregnated, the amount of impregnation is adjusted to 1.0 wt%, dried at 120 ° C. for 30 minutes, and then cut into 12 mm chopped strands. . Using this short carbon fiber, Example 1 was prepared so that the total strength of the carbon fiber contained in 1 cm 3 of the hydraulic composite material obtained would be 360 kg.
A carbon fiber reinforced hydraulic composite material was manufactured by the same method as described above, and a bending test was performed.

【0021】実施例6 実施例1のエポキシエマルジョン溶液に引張強度が64
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1.5wt%にな
るよう調節を行い、120℃で30分乾燥後12mmの
チョップドストランドに切断する。この炭素短繊維を用
い、得られる水硬性複合材料1cm3 中に含まれる炭素
繊維のトータル強度が390kgになるよう、実施例1
と同じ方法で炭素繊維補強水硬性複合材料を製造し、曲
げ試験を行った。
Example 6 The epoxy emulsion solution of Example 1 had a tensile strength of 64.
0 kg / mm 2 of carbon fiber is impregnated by passing it through the long fiber as it is using a pulley, and the impregnation amount is adjusted to 1.5 wt%. After drying at 120 ° C. for 30 minutes, it is cut into 12 mm chopped strands. . Using this short carbon fiber, Example 1 was prepared so that the total strength of the carbon fiber contained in 1 cm 3 of the hydraulic composite material obtained would be 390 kg.
A carbon fiber reinforced hydraulic composite material was manufactured by the same method as described above, and a bending test was performed.

【0022】実施例7 実施例1のエポキシエマルジョン溶液に引張強度が64
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1.0wt%にな
るよう調節を行い、120℃で30分乾燥後12mmの
チョップドストランドに切断する。この炭素短繊維を用
い、得られる水硬性複合材料1cm3 中に含まれる炭素
繊維のトータル強度が390kgになるよう、低収縮セ
メント100重量部、ケイ砂20重量部、軽量骨材5重
量部、メチルセルロース0.25重量部とともに、実施
例1と同じ方法で炭素繊維補強水硬性複合材料を製造
し、曲げ試験を行った。
Example 7 The epoxy emulsion solution of Example 1 had a tensile strength of 64.
0 kg / mm 2 of carbon fiber is passed through the long fiber as it is by using a pulley to be impregnated, the amount of impregnation is adjusted to 1.0 wt%, dried at 120 ° C. for 30 minutes, and then cut into 12 mm chopped strands. . Using this short carbon fiber, 100 parts by weight of low-shrinkage cement, 20 parts by weight of silica sand, 5 parts by weight of lightweight aggregate, so that the total strength of the carbon fiber contained in 1 cm 3 of the hydraulic composite material obtained will be 390 kg. A carbon fiber reinforced hydraulic composite material was produced in the same manner as in Example 1 together with 0.25 part by weight of methyl cellulose, and a bending test was performed.

【0023】実施例8 実施例1のエポキシエマルジョン溶液に引張強度が64
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1.0wt%にな
るよう調節を行い、120℃で30分乾燥後12mmの
チョップドストランドに切断する。この炭素短繊維を用
い、得られる水硬性複合材料1cm3 中に含まれる炭素
繊維のトータル強度が390kgになるよう、低収縮セ
メント100重量部、ケイ砂5重量部、軽量骨材20重
量部、メチルセルロース0.25重量部とともに、実施
例1と同じ方法で炭素繊維補強水硬性複合材料を製造
し、曲げ試験を行った。
Example 8 The epoxy emulsion solution of Example 1 had a tensile strength of 64.
0 kg / mm 2 of carbon fiber is passed through the long fiber as it is by using a pulley to be impregnated, the amount of impregnation is adjusted to 1.0 wt%, dried at 120 ° C. for 30 minutes, and then cut into 12 mm chopped strands. . Using this short carbon fiber, 100 parts by weight of low-shrinkage cement, 5 parts by weight of silica sand, 20 parts by weight of lightweight aggregate, so that the total strength of the carbon fiber contained in 1 cm 3 of the hydraulic composite material obtained will be 390 kg. A carbon fiber reinforced hydraulic composite material was produced in the same manner as in Example 1 together with 0.25 part by weight of methyl cellulose, and a bending test was performed.

【0024】比較例1 実施例1のエポキシエマルジョン溶液に引張強度が20
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1.5wt%にな
るよう調節を行い、120℃で30分乾燥後12mmの
チョップドストランドに切断する。この炭素短繊維を用
い、得られる水硬性複合材料1cm3 中に含まれる炭素
繊維のトータル強度が200kgになるよう、実施例1
と同じ方法で炭素繊維補強水硬性複合材料を製造し、曲
げ試験を行った。
Comparative Example 1 The epoxy emulsion solution of Example 1 had a tensile strength of 20.
0 kg / mm 2 of carbon fiber is impregnated by passing it through the long fiber as it is using a pulley, and the impregnation amount is adjusted to 1.5 wt%. After drying at 120 ° C. for 30 minutes, it is cut into 12 mm chopped strands. . Using this short carbon fiber, Example 1 was prepared so that the total strength of the carbon fiber contained in 1 cm 3 of the hydraulic composite material obtained would be 200 kg.
A carbon fiber reinforced hydraulic composite material was manufactured by the same method as described above, and a bending test was performed.

【0025】比較例2 実施例1のエポキシエマルジョン溶液に引張強度が35
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1wt%になるよ
う調節を行い、120℃で30分乾燥後12mmのチョ
ップドストランドに切断する。この炭素短繊維を用い、
得られる水硬性複合材料1cm3 中に含まれる炭素繊維
のトータル強度が340kgになるよう、実施例1と同
じ方法で炭素繊維補強水硬性複合材料を製造し、曲げ試
験を行った。
Comparative Example 2 The epoxy emulsion solution of Example 1 had a tensile strength of 35.
Carbon fibers of 0 kg / mm 2 are impregnated by passing them through the long fibers as they are using a pulley, and the impregnation amount is adjusted to be 1 wt%, and the fibers are dried at 120 ° C. for 30 minutes and then cut into 12 mm chopped strands. Using this short carbon fiber,
A carbon fiber reinforced hydraulic composite material was produced by the same method as in Example 1 so that the total strength of the carbon fibers contained in 1 cm 3 of the obtained hydraulic composite material was 340 kg, and a bending test was conducted.

【0026】比較例3 実施例1のエポキシエマルジョン溶液に引張強度が64
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1wt%になるよ
う調節を行い、120℃で30分乾燥後12mmのチョ
ップドストランドに切断する。この炭素短繊維を用い、
得られる水硬性複合材料1cm3 中に含まれる炭素繊維
のトータル強度が110kgになるよう、実施例1と同
じ方法で炭素繊維補強水硬性複合材料を製造し、曲げ試
験を行った。
Comparative Example 3 The epoxy emulsion solution of Example 1 had a tensile strength of 64.
Carbon fibers of 0 kg / mm 2 are impregnated by passing them through the long fibers as they are using a pulley, and the impregnation amount is adjusted to be 1 wt%, and the fibers are dried at 120 ° C. for 30 minutes and then cut into 12 mm chopped strands. Using this short carbon fiber,
A carbon fiber reinforced hydraulic composite material was manufactured in the same manner as in Example 1 so that the total strength of the carbon fibers contained in 1 cm 3 of the obtained hydraulic composite material was 110 kg, and a bending test was performed.

【0027】比較例4 実施例1のエポキシエマルジョン溶液に引張強度が64
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が1wt%になるよ
う調節を行い、120℃で30分乾燥後12mmのチョ
ップドストランドに切断する。この炭素短繊維を用い、
得られる水硬性複合材料1cm3 中に含まれる炭素繊維
のトータル強度が700kgになるよう、実施例1と同
じ方法で炭素繊維補強水硬性複合材料を製造し、曲げ試
験を行った。
Comparative Example 4 The epoxy emulsion solution of Example 1 had a tensile strength of 64.
Carbon fibers of 0 kg / mm 2 are impregnated by passing them through the long fibers as they are using a pulley, and the impregnation amount is adjusted to be 1 wt%, and the fibers are dried at 120 ° C. for 30 minutes and then cut into 12 mm chopped strands. Using this short carbon fiber,
A carbon fiber reinforced hydraulic composite material was produced by the same method as in Example 1 so that the total strength of the carbon fibers contained in 1 cm 3 of the obtained hydraulic composite material was 700 kg, and a bending test was performed.

【0028】比較例5 実施例1のエポキシエマルジョン溶液に引張強度が64
0kg/mm2 の炭素繊維を滑車を用いて長繊維のまま
通すことによって含浸させ、添着量が3wt%になるよ
う調節を行い、120℃で30分乾燥後12mmのチョ
ップドストランドに切断する。この炭素短繊維を用い、
得られる水硬性複合材料1cm3 中に含まれる炭素繊維
のトータル強度が390kgになるよう、実施例1と同
じ方法で炭素繊維補強水硬性複合材料を製造し、曲げ試
験を行った。
Comparative Example 5 The epoxy emulsion solution of Example 1 had a tensile strength of 64.
The carbon fiber of 0 kg / mm 2 is impregnated by passing it through the long fiber as it is using a pulley, and the impregnation amount is adjusted to be 3 wt%, dried at 120 ° C. for 30 minutes and then cut into 12 mm chopped strands. Using this short carbon fiber,
A carbon fiber reinforced hydraulic composite material was manufactured in the same manner as in Example 1 so that the total strength of the carbon fibers contained in 1 cm 3 of the obtained hydraulic composite material was 390 kg, and a bending test was performed.

【0029】比較例6 2液型のエポキシエマルジョンに引張強度が640kg
/mm2 の炭素繊維を滑車を用いて長繊維のまま通すこ
とによって含浸させ、12mmのチョップドストランド
に切断する。この炭素短繊維を用い、得られる水硬性複
合材料1cm3中に含まれる炭素繊維のトータル強度が
390kgになるよう、実施例1と同じ方法で炭素繊維
補強水硬性複合材料を製造し、曲げ試験を行った。
Comparative Example 6 A two-component epoxy emulsion having a tensile strength of 640 kg
/ Mm 2 of carbon fiber is impregnated by passing the long fiber as it is using a pulley and cut into 12 mm chopped strands. Using this short carbon fiber, a carbon fiber reinforced hydraulic composite material was produced in the same manner as in Example 1 so that the total strength of the carbon fibers contained in 1 cm 3 of the obtained hydraulic composite material was 390 kg, and the bending test was conducted. I went.

【0030】結果を表−1に示す。The results are shown in Table 1.

【0031】[0031]

【表1】 [Table 1]

【0032】[0032]

【発明の効果】以上説明したように本発明は、特に好ま
しくはエポキシエマルジョン溶液を用いて適当な添着量
で炭素繊維を集束することにより、モルタル中における
分散性およびマトリックスとの接着性が向上し、炭素繊
維の特性を無駄なく活かすことによって、高強度で曲げ
に対する信頼性の高い炭素繊維補強水硬性複合材料を製
造することができる。
INDUSTRIAL APPLICABILITY As described above, according to the present invention, the dispersibility in a mortar and the adhesiveness with the matrix are improved by focusing the carbon fibers in an appropriate amount of the epoxy emulsion solution. By making good use of the characteristics of the carbon fiber, it is possible to manufacture a carbon fiber-reinforced hydraulic composite material having high strength and high reliability against bending.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 水硬性原料中に炭素繊維を混合分散して
得られる水硬性複合材料であって、引張強度が500k
g/mm2 以上の炭素繊維を、該複合材料1cm3 中に
含まれる炭素繊維のトータル強度が150〜650kg
となる様に混合してなり、硬化後の曲げ比強度が100
kg/cm2 以上であることを特徴とする炭素繊維補強
水硬性複合材料。
1. A hydraulic composite material obtained by mixing and dispersing carbon fibers in a hydraulic raw material, which has a tensile strength of 500 k.
The g / mm 2 or more carbon fiber, the total strength of the carbon fiber contained in the composite material 1cm 3 150~650kg
It is mixed so that the bending specific strength after curing is 100
A carbon fiber reinforced hydraulic composite material characterized by being at least kg / cm 2 .
【請求項2】 モルタルにしたときに、チョップドスト
ランド状の該炭素繊維が単糸分散することを可能とさせ
る集束剤を、該炭素繊維に対し0.2〜2wt%添着
し、チョップドストランド状態にしたものを、水硬性原
料に添加して製造される請求項1記載の炭素繊維補強水
硬性複合材料。
2. A chopped strand state is obtained by impregnating the carbon fiber with a sizing agent, which is used in the form of mortar to allow the chopped strand carbon fibers to disperse in a single yarn, in an amount of 0.2 to 2 wt%. The carbon fiber reinforced hydraulic composite material according to claim 1, which is produced by adding the obtained product to a hydraulic material.
【請求項3】 炭素繊維の糸径が4〜10μmであり、
かつアスペクト比が1000〜4000である請求項1
記載の炭素繊維補強水硬性複合材料。
3. The fiber diameter of the carbon fiber is 4 to 10 μm,
The aspect ratio is 1000 to 4000.
The described carbon fiber reinforced hydraulic composite material.
【請求項4】 集束剤が硬化剤未添加のエポキシエマル
ジョンである請求項2の炭素繊維補強水硬性複合材料。
4. The carbon fiber reinforced hydraulic composite material according to claim 2, wherein the sizing agent is an epoxy emulsion containing no curing agent.
JP31352193A 1993-12-14 1993-12-14 Carbon fiber reinforced hydraulic composite material Pending JPH07165452A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31352193A JPH07165452A (en) 1993-12-14 1993-12-14 Carbon fiber reinforced hydraulic composite material

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Application Number Priority Date Filing Date Title
JP31352193A JPH07165452A (en) 1993-12-14 1993-12-14 Carbon fiber reinforced hydraulic composite material

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JPH07165452A true JPH07165452A (en) 1995-06-27

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JP31352193A Pending JPH07165452A (en) 1993-12-14 1993-12-14 Carbon fiber reinforced hydraulic composite material

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002128552A (en) * 2000-10-16 2002-05-09 Denki Kagaku Kogyo Kk Grounding resistance reducing agent and conductive cement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002128552A (en) * 2000-10-16 2002-05-09 Denki Kagaku Kogyo Kk Grounding resistance reducing agent and conductive cement

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