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JPH06104583B2 - Method for producing high strength carbon fiber reinforced cement material - Google Patents
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JPH06104583B2 - Method for producing high strength carbon fiber reinforced cement material - Google Patents

Method for producing high strength carbon fiber reinforced cement material

Info

Publication number
JPH06104583B2
JPH06104583B2 JP60250369A JP25036985A JPH06104583B2 JP H06104583 B2 JPH06104583 B2 JP H06104583B2 JP 60250369 A JP60250369 A JP 60250369A JP 25036985 A JP25036985 A JP 25036985A JP H06104583 B2 JPH06104583 B2 JP H06104583B2
Authority
JP
Japan
Prior art keywords
carbon fiber
pitch
reinforced cement
cement
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.)
Expired - Lifetime
Application number
JP60250369A
Other languages
Japanese (ja)
Other versions
JPS62108754A (en
Inventor
斌 池田
英雄 半田
恵介 中野
廣道 坂井
Original Assignee
三菱化成株式会社
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 三菱化成株式会社 filed Critical 三菱化成株式会社
Priority to JP60250369A priority Critical patent/JPH06104583B2/en
Publication of JPS62108754A publication Critical patent/JPS62108754A/en
Publication of JPH06104583B2 publication Critical patent/JPH06104583B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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

Landscapes

  • 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)
  • Chemical Or Physical Treatment Of Fibers (AREA)
  • Inorganic Fibers (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は高強度の炭素繊維強化セメント材に使われる補
強用炭素繊維を提供するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention provides a reinforcing carbon fiber used in a high-strength carbon fiber reinforced cement material.

(従来技術) 近年、炭素繊維強化セメント材は耐熱、耐火、耐水性を
備え、軽量で強度の高い特徴を持つ材料として注目をう
け、建築用、土木用への利用の為の研究も盛んに行なわ
れつつある。そして用いられる補強用炭素繊維の性状及
び物性について従来技術をみると、主に、石油系或いは
石炭系ピツチを原料とし比較的低温で焼成して得られる
引張弾性率が3〜10T/mm2程度のピツチ系低弾性炭素繊
維が用いられており、一般に高機能性分野で使用される
いわゆるPAN系繊維には不適当な応用分野とみなされて
いる。
(Prior Art) In recent years, carbon fiber reinforced cement materials have been attracting attention as a material that has heat resistance, fire resistance, and water resistance, is lightweight and has high strength, and has been actively researched for use in construction and civil engineering. It is taking place. Looking at the conventional technology regarding the properties and physical properties of the reinforcing carbon fiber used, the tensile elastic modulus obtained by firing at a relatively low temperature mainly from petroleum-based or coal-based pitch is about 3 to 10 T / mm 2. Pitch-based low-elasticity carbon fiber is used, and it is regarded as an application field unsuitable for so-called PAN-based fiber generally used in high-functionality fields.

一方、炭素繊維、特にピツチ系炭素繊維は従来からセメ
ント補強用に使われている石綿やガラス繊維に較べ、セ
メントへの付着性(或いは接着性)が劣る難点がある
が、これを克服すべく従来から付着性を高め、得られる
炭素繊維強化セメント材の強度を高めるべく様々な工夫
が行われている。例えば エポキシ樹脂などの疎水性液体樹脂を含浸した炭素
繊維ストランドをセメント中に張設し、樹脂とセメント
を同時に硬化させる方法(特公昭58−19620) メチルセルローズなどの水溶性結合剤で相互に結着
した炭素繊維をセメント中に一方向或いは交差する二方
向に配向し配する方法(特開昭56−129657) 有機キレート化剤で表面処理した無機セメントを混
合したマグネシアセメント(特開昭57−56363) アクリルエマルジョンなどの水溶性合成樹脂エマル
ジョンを含ませた炭素繊維シートを介してセメントスラ
リー層を重ね合わせる方法(特開昭58−223659) ハチエツク式抄造法で強化セメント材を製造する際
に繊維表面にポリアルキルアミノアクリレートなどのノ
ニオン性、或いはカチオン性高分子凝集剤を付着せしめ
たものを使う(特開昭60−81052)などがある。
On the other hand, carbon fibers, especially Pitch-based carbon fibers, have a drawback that they have poor adhesiveness (or adhesiveness) to cement as compared with asbestos and glass fibers that have been conventionally used for cement reinforcement. Conventionally, various measures have been taken to improve the adhesiveness and the strength of the obtained carbon fiber reinforced cement material. For example, a method in which a carbon fiber strand impregnated with a hydrophobic liquid resin such as an epoxy resin is stretched in cement and the resin and cement are simultaneously cured (Japanese Patent Publication No. 58-19620). They are bound to each other with a water-soluble binder such as methyl cellulose. A method of orienting the deposited carbon fibers in the cement in one direction or in two directions intersecting with each other (JP-A-56-129657) A magnesia cement mixed with an inorganic cement surface-treated with an organic chelating agent (JP-A-57-129657) 56363) A method of stacking cement slurry layers through a carbon fiber sheet containing a water-soluble synthetic resin emulsion such as an acrylic emulsion (Japanese Patent Laid-Open No. 58-223659) Fibers used in the production of a reinforced cement material by the Hachiek-type papermaking method. Use a non-ionic or cationic polymer flocculant such as polyalkylamino acrylate attached to the surface (JP Patent 60-81052), and the like.

(発明が解決しようとする問題点) ところがこれらの従来技術には、使用する炭素繊維の形
態に限定があつたり(、の方法)、施工方法に限定
があつたり(、、の方法)、対象セメント種が制
限されたり(の方法)するなどの不都合があるので、
このような制限なしに使える炭素繊維であつて、セメン
トとの付着性が良く、高強度の強化セメント材が得られ
るような炭素繊維が望まれるのである。
(Problems to be Solved by the Invention) However, in these conventional techniques, there are limitations on the form of carbon fiber to be used (method), there are limitations on construction method (methods), and Since there are inconveniences such as the type of cement being restricted and
There is a demand for carbon fibers that can be used without such limitations and that have good adhesion to cement and that can provide high-strength reinforced cement materials.

(問題点を解決するための手段) 本発明では、セメント補強用炭素繊維として未だ使用さ
れた実例が殆んどない、光学的異方性相を含むピツチを
原料として作られる炭素繊維(以下「メソ相ピツチ系炭
素繊維」と称す)を使用し、該炭素繊維とセメントマト
リツクスとの付着性を高め、高強度の炭素繊維強化セメ
ント材を得るために鋭意検討した結果、ある一定値以上
の引張弾性率を有するメソ相ピツチ系炭素繊維を用い、
該繊維の表面を特定の酸素と炭素の原子比(O/C)にな
るよう酸化処理した後セメント中に配合すると高強度の
炭素繊維強化セメント材が得られることを見い出して本
発明を完成した。
(Means for Solving Problems) In the present invention, carbon fibers made from a pitch containing an optically anisotropic phase as a raw material (hereinafter, referred to as ““ (Hereinafter referred to as "mesophase Pitch-based carbon fiber"), the adhesion between the carbon fiber and the cement matrix is increased, and as a result of diligent study to obtain a high-strength carbon fiber-reinforced cement material, a certain value or more Using mesophase Pitch-based carbon fiber having tensile modulus,
The present invention was completed by finding that a high-strength carbon fiber reinforced cement material can be obtained by oxidizing the surface of the fiber to a specific atomic ratio of oxygen and carbon (O / C) and then compounding it in cement. .

即ち本発明の目的は新規な、炭素繊維強化セメント材及
びその製造法を提供するもので、とりわけ高強度なセメ
ント材及びその製造法を提供するものである。
That is, an object of the present invention is to provide a novel carbon fiber reinforced cement material and a method for producing the same, and particularly to provide a high strength cement material and a method for producing the same.

以下、本発明を詳細に説明する。Hereinafter, the present invention will be described in detail.

本発明で用いるメソ相ピツチ系炭素繊維は公知の方法で
製造され、例えば石炭系や石油系のピツチ、石炭液化物
などの縮合多環芳香族化合物を含む物質を必要に応じ水
添、溶剤抽出、不純物除去などの前処理ののち、熱処理
し、縮合多環芳香族化合物が積層して光学的に異方性を
示す相(いわゆるメソフエーズ相)を含むメソ相ピツチ
を得る。
The mesophase Pitch-based carbon fiber used in the present invention is produced by a known method, for example, coal-based or petroleum-based pitch, coal liquefaction and the like containing a substance containing a condensed polycyclic aromatic compound, if necessary, solvent extraction. After pretreatment such as removal of impurities, heat treatment is carried out to obtain a mesophase pitch containing a phase (so-called mesophase phase) in which fused polycyclic aromatic compounds are laminated and exhibit optical anisotropy.

ついでこのメソ相ピツチを溶融紡糸し、不融化、炭化
し、さらに必要に応じて黒鉛化し、メソ相ピツチ系炭素
繊維が得られる。
Then, the mesophase pitch is melt-spun, infusibilized, carbonized, and, if necessary, graphitized to obtain a mesophase pitch carbon fiber.

メソ相ピツチ系炭素繊維が光学的異方性を示さない等方
質相ピツチから作られる炭素繊維に較べ、引張強度や引
張弾性率が著しく高い主な理由は、原料ピツチが既に黒
鉛結晶構造の前駆体とも云うべき縮合多環芳香族化合物
が積層構造化し、光学的異方性を呈し、その積層構造が
得られる繊維中にもたらされ、黒鉛構造の発達した炭素
繊維となるからである。そして、本発明で用いるメソ相
ピツチ系炭素繊維は光学的異方性部分の含量が30%以
上、好ましくは50%以上のメソ相含有ピツチから作るこ
とが出来、このため、従来の等方質ピツチから作られる
炭素繊維に較べ高強度、高弾性であり、その結果得られ
る強化セメント材も高強度化出来るのである。
Compared with carbon fiber made from isotropic phase pitch, in which mesophase pitch carbon fiber does not show optical anisotropy, tensile strength and tensile modulus are remarkably high mainly because the raw material pitch has a graphite crystal structure. This is because the condensed polycyclic aromatic compound, which should be called a precursor, has a laminated structure and exhibits optical anisotropy, and the laminated structure is introduced into the obtained fiber to become a carbon fiber having a developed graphite structure. The mesophase pitch carbon fiber used in the present invention can be made from mesophase containing pitch having an optically anisotropic portion content of 30% or more, preferably 50% or more. It has higher strength and higher elasticity than carbon fiber made from pitch, and the resulting reinforced cement material can also have higher strength.

本発明でいうメソ相ピツチの光学的異方性部分の含量
は、常温下偏光顕微鏡でのピツチ中の光学的異方性を示
す部分の面積割合として求めた値である。
The content of the optically anisotropic portion of the mesophase pitch in the present invention is a value determined as the area ratio of the portion showing the optical anisotropy in the pitch under a polarization microscope at room temperature.

具体的には、例えば、メソ相ピツチ試料を数mm角に粉砕
したものを常法に従つて、約2cm直径の樹脂の表面のほ
ぼ全面に試料片を埋込み、表面を研磨後、表面全体をく
まなく偏光顕微鏡(100倍率)下で目視観察し、試料の
全表面積による光学的異方性部分の面積の割合を測定す
ることによつて求める。
Specifically, for example, by crushing a mesophase pitch sample into a few mm square according to a conventional method, a sample piece is embedded in almost the entire surface of the resin having a diameter of about 2 cm, and after polishing the surface, the entire surface is cleaned. It is determined by visually observing under a polarizing microscope (100 magnification) throughout and measuring the ratio of the area of the optically anisotropic portion to the total surface area of the sample.

さらには、本発明で用いるメソ相ピツチ系炭素繊維にお
いて重要な要素は引張弾性率であつてこの引張弾性率が
12T/mm2以上である場合には、より高強度の強化セメン
ト材が得られるので好ましく、そのような炭素繊維は紡
糸ピツチの光学的異方性部分の含量、紡糸条件及び炭化
或いは黒鉛化の温度などを適宜選定することに製造可能
である。
Furthermore, the important factor in the mesophase Pitch-based carbon fiber used in the present invention is the tensile elastic modulus.
When it is 12 T / mm 2 or more, it is preferable because a higher strength reinforced cement material can be obtained, and such a carbon fiber has a content of the optically anisotropic portion of the spinning pitch, spinning conditions and carbonization or graphitization. It can be manufactured by appropriately selecting the temperature and the like.

つまり本発明者等の検討によれば、従来使用されている
様な低引張弾性率の炭素繊維では、如何にセメントとの
付着性を工夫しても余り意味がなく、本質的に得られる
セメント成形体の、例えば曲げ強度を150kg/cm2以上、
更には200kg/cm2という様な高い水準にすることは困難
であつたが、本発明で特定する如き炭素繊維を用いる場
合はその様な高い水準でのセメント成形体の強度保持に
は繊維とセメントとのなじみ性が極めて重要となるに至
ることが見出され、この性質を確保する為に本発明では
かかる高特性のピツチ系炭素繊維の表面を酸化処理する
ことを提案するものである。
That is, according to the study of the present inventors, in the case of carbon fiber having a low tensile elastic modulus as conventionally used, there is little meaning to how the adhesiveness with cement is devised, and the cement obtained essentially is obtained. For example, the bending strength of the molded body is 150 kg / cm 2 or more,
Further, it was difficult to achieve a high level such as 200 kg / cm 2 , but when using carbon fiber as specified in the present invention, it is necessary to use a fiber to maintain the strength of the cement molded product at such a high level. It has been found that the compatibility with cement becomes extremely important, and in order to secure this property, the present invention proposes to subject the surface of such high-performance Pitch-based carbon fiber to an oxidation treatment.

酸化処理の方法は通常炭素繊維について実施される公知
の方法であれば、特に限定されるものではなく、例え
ば、苛性ソーダ水溶液等の電解質液中で、炭素繊維を陽
極とし電解酸化する方法、濃硝酸等の酸化性液体に炭素
繊維を接触させる液相酸化法、オゾン、酸素等の酸化性
気体に炭素繊維を接触させる気相酸化法などが可能であ
る。
The method of the oxidation treatment is not particularly limited as long as it is a known method usually carried out for carbon fibers, and for example, in an electrolytic solution such as an aqueous solution of caustic soda, a method of electrolytically oxidizing carbon fibers as an anode, concentrated nitric acid. A liquid phase oxidation method in which carbon fibers are brought into contact with an oxidizing liquid such as, and a gas phase oxidation method in which carbon fibers are brought into contact with an oxidizing gas such as ozone or oxygen are possible.

この内、電解酸化処理はフイラメント一本一本を均一に
かつ、短時間で酸化出来るなどの利点があり、実用性に
富む方法である。表面酸化したメソ相ピツチ系炭素繊維
を使うと、強化セメント材の物性が表面酸化をしないも
のを使つた時に較べ向上する効果がある。この向上効果
の理由については未だ充分明らかではないものの、表面
酸化により繊維表面に形成される酸化官能基が、元来疎
水性である炭素繊維表面の親水性を高めて、水を含むセ
メントスラリーとの結合力を増し炭素繊維とセメントと
の付着を強める結果、強化セメント材の物性が向上する
ものと推察される。
Among them, the electrolytic oxidation treatment is advantageous in that each filament can be uniformly oxidized in a short time, and is a method having a high practicality. When the surface-oxidized mesophase Pitch-based carbon fiber is used, the physical properties of the reinforced cement material are improved as compared with those when the surface-oxidized one is not used. Although the reason for this improvement effect is not yet clear enough, the oxidation functional group formed on the fiber surface by surface oxidation enhances the hydrophilicity of the carbon fiber surface, which is originally hydrophobic, and a cement slurry containing water. It is presumed that the physical properties of the reinforced cement material are improved as a result of increasing the binding force of the carbon fiber and strengthening the adhesion between the carbon fiber and the cement.

表面酸化した炭素繊維の酸化官能基は公知の化学的手段
により分析出来、例えばX線光電子分光(Electron Spe
ctroscopy for Chemical Analysis以後「ESCA」と略称
する)法により、炭素繊維表層の酸素原子と炭素原子と
の原子比の値(以後「O/C」と略称する)を測定する方
法が用いられる。そしてこの場合、本発明のメソ相ピツ
チ系炭素繊維のO/Cを例示すると、酸化処理前後に於い
て、O/Cを少なくとも0.02増加させる。そして表面酸化
処理する前に0.06〜0.08程度であるものが、表面酸化処
理後0.1〜0.4に高められることが必要である。このよう
な表面酸化処理による酸化官能基の付与は、表面酸化処
理の方法に応じて、その条件を適宜選定することで可能
であり、例えば電解酸化法による場合、通常濃度0.05〜
20wt%の苛性ソーダ等の電解質水溶液中で、炭素繊維を
陽極とし、炭素繊維表面積当りの電流密度0.01〜5mA/cm
2、電解時間5秒間〜10分間、処理する条件の中から選
ぶことが出来る。かくして目的のセメント補強用の表面
を酸化処理したメソ相ピツチ系炭素繊維が得られ、さら
に、必要に応じては、サイジング剤、糊剤、水溶性結合
剤などを付着するなどの後処理を加えてセメント補強用
に供することも出来る。
The oxidized functional groups of the surface-oxidized carbon fiber can be analyzed by known chemical means, for example, X-ray photoelectron spectroscopy (Electron Spe
The method of measuring the value of the atomic ratio of oxygen atoms to carbon atoms (hereinafter abbreviated as "O / C") in the surface layer of the carbon fiber is used by the ctroscopy for Chemical Analysis hereinafter "ESCA" method. In this case, taking the O / C of the mesophase pitch-based carbon fiber of the present invention as an example, the O / C is increased by at least 0.02 before and after the oxidation treatment. It is necessary that the value of about 0.06 to 0.08 before the surface oxidation treatment is increased to 0.1 to 0.4 after the surface oxidation treatment. The addition of the oxidation functional group by such a surface oxidation treatment can be carried out by appropriately selecting the conditions according to the method of the surface oxidation treatment.
In a 20wt% aqueous solution of caustic soda, etc., use carbon fiber as the anode, and current density per carbon fiber surface area 0.01 to 5mA / cm
2. The electrolysis time can be selected from the processing conditions of 5 seconds to 10 minutes. Thus, a mesophase Pitch-based carbon fiber whose surface has been subjected to oxidation treatment for the purpose of cement reinforcement is obtained, and if necessary, post-treatment such as attaching a sizing agent, a sizing agent, a water-soluble binder, etc. is added. It can also be used for cement reinforcement.

従来知見、例えば「炭素繊維および炭素繊維補強セメン
ト/コンクリート技術資料」(情報開発発行)第205〜2
09頁によれば、一般的に炭素材料とセメントとの接着性
を向上するために、1000℃焼成のカーボン平板鏡面をNa
ClOで表面酸化処理し、セメント中に配合し、衝撃はく
りエネルギーを測定した結果、接着性向上には全く効果
なく、しかもカーボン平板鏡面を炭素繊維表面のモデル
としているが、炭素繊維表面の微細な凹凸を考えると必
ずしも妥当性あるものとはいいにくいと述べられてい
る。この知見からすれば、本発明のように、炭素繊維、
とりわけメソ相ピツチ系炭素繊維を用い、その表面を酸
化処理して、高強度の炭素繊維強化セメント材を得よう
とする目的は全く予想だにし得ないものであり、それ故
に本発明は大いなる進歩性をもたらすものである。
Conventional knowledge, eg "Carbon fiber and carbon fiber reinforced cement / concrete technical data" (issued by Information Development) No. 205-2
According to page 09, generally, in order to improve the adhesiveness between the carbon material and cement, a carbon flat plate mirror baked at 1000 ° C is
The surface oxidation treatment with ClO was mixed with cement, and the impact peeling energy was measured. As a result, there was no effect on the improvement of adhesion, and the carbon flat plate mirror surface was used as a model of the carbon fiber surface. It is said that it is not always appropriate to consider such irregularities. From this knowledge, as in the present invention, carbon fiber,
In particular, the purpose of obtaining a high-strength carbon fiber reinforced cement material by using a mesophase Pitch-based carbon fiber and subjecting its surface to an oxidation treatment is completely unexpected, therefore, the present invention is a great advance. It brings about sexuality.

(本発明の効果) 以上述べたように、本発明では従来の等方性相ピツチか
ら作られる炭素繊維に較べ、高強度、高弾性であるメソ
相ピツチ系炭素繊維を用い、その表面を酸化処理したも
のをセメント中に配合することにより、高強度の炭素繊
維強化セメント剤が得られる効果をもたらす。
(Effect of the present invention) As described above, in the present invention, mesophase Pitch-based carbon fiber having high strength and elasticity is used, and its surface is oxidized as compared with the conventional carbon fiber made of isotropic phase Pitch. By blending the treated material in cement, an effect of obtaining a high-strength carbon fiber reinforced cement agent is brought about.

そして、本発明の炭素繊維はセメント補強用に用いるに
際し、従来技術にあるような繊維形態や施工方法の制限
は何らなく、強化セメント剤の製法に応じて、短繊維
状、長繊維(或いはストランド)状、シート状、不織布
状、織物状など様々な形態で使用出来、ダイレクトスプ
レー法、プレミツクス法、含浸法(又はハンドレイアツ
プ法)、抄造法など様々な方法で施工出来る利点を持
つ。又、ポルトランドセメント、高炉セメント、アルミ
ナセメント、ケイ酸カルシウムなどの各種水硬性セメン
トに配合し、板状、管状、柱状など各種形状の炭素繊維
強化セメント材が製造出来る。
And, when the carbon fiber of the present invention is used for cement reinforcement, there is no limitation on the fiber form and construction method as in the prior art, and depending on the manufacturing method of the reinforced cement agent, short fiber shape, long fiber (or strand). ), Sheet, non-woven fabric, woven fabric, etc., and has the advantage that it can be applied by various methods such as direct spray method, premix method, impregnation method (or handlay-up method), and papermaking method. Further, it can be mixed with various hydraulic cements such as Portland cement, blast furnace cement, alumina cement and calcium silicate to produce carbon fiber reinforced cement materials of various shapes such as plate, tube and column.

次に実施例により本発明を更に具体的に説明するが、本
発明はその要旨を越えない限り、以下の実施例に限定さ
れるものではない。
Next, the present invention will be described in more detail by way of examples, but the present invention is not limited to the following examples as long as the gist thereof is not exceeded.

実施例1 コールタールピツチを水添、熱処理し、光学的異方性部
分の含量が90%であるメソ相ピツチを得た。
Example 1 A coal tar pitch was hydrogenated and heat-treated to obtain a mesophase pitch having a content of the optically anisotropic portion of 90%.

該メソ相ピツチを常法に従い、330℃にて溶融紡糸しピ
ツチ繊維を得、該ピツチ繊維を空気雰囲気下400℃にて
不融化し、さらにアルゴン雰囲気下1600℃にて炭化し、
メソ相ピツチ系炭素繊維を得た。
According to a conventional method, the mesophase pitch is melt-spun at 330 ° C. to obtain a pitch fiber, the pitch fiber is infusible at 400 ° C. under an air atmosphere, and further carbonized at 1600 ° C. under an argon atmosphere,
A mesophase pitch-based carbon fiber was obtained.

ついで該炭素繊維を電解質水溶液(0.2%苛性ソーダ)
中で該繊維を陽極とし、繊維表面積当りの電流密度2.9m
A/cm2、電解時間1分間の条件下で電解酸化処理し、水
洗、感想した。
Then, the carbon fiber is treated with an aqueous electrolyte solution (0.2% caustic soda).
Current density per fiber surface area is 2.9m
Electrolytic oxidation treatment was performed under conditions of A / cm 2 and electrolysis time of 1 minute, washed with water, and thought.

かくして得られた表面酸化したメソ相ピツチ系炭素繊維
は単糸直径10μ、単糸引張強度、205kg/mm2、単糸引張
弾性率22T/mm2の単糸物性を示し、ESCA法で分析したO/C
は0.13であつた。
The surface-oxidized mesophase Pitch-based carbon fiber thus obtained showed a single-yarn diameter of 10 μ, a single-yarn tensile strength of 205 kg / mm 2 , a single-yarn tensile elastic modulus of 22 T / mm 2 , and was analyzed by the ESCA method. O / C
Was 0.13.

引続き、表面酸化したメソ相ピツチ系炭素繊維を10mm長
さに切断後、強化セメント材の製造法であるプレミツク
法の常法に従い、セメントの100重量部に対して水45、
骨材(ケイ砂)50、混和剤2.5各重量部から成るセメン
トスラリーと一緒にオムニミキサー中で混練し、板状の
テストピースを成形し、気中養生(温度20℃、相対湿度
65%)し、炭素繊維容積含有率3%の炭素繊維強化セメ
ント材を得た。その曲げ強度は材令7日で、263kg/cm2
(縦16cm、横4cm、厚さ1.2cmのテストピース3板の平均
値、3点曲げ試験法)であつた。
Subsequently, after the surface-oxidized mesophase Pitch-based carbon fiber was cut to a length of 10 mm, in accordance with a conventional method of the pre-mitch method which is a method for producing a reinforced cement material, water 45 to 100 parts by weight of cement,
Kneading in an omni mixer together with cement slurry consisting of 50 parts of aggregate (silica sand) and 2.5 parts by weight of admixture, forming a plate-shaped test piece, curing in air (temperature 20 ° C, relative humidity)
65%) to obtain a carbon fiber reinforced cement material having a carbon fiber volume content of 3%. Its bending strength is 7 days, 263kg / cm 2
(Average value of 3 pieces of test pieces having a length of 16 cm, a width of 4 cm and a thickness of 1.2 cm, a three-point bending test method).

比較例1 実施例1で得られた炭化後で、かつ表面酸化処理をして
いないメソ相ピツチ系炭素繊維の単糸物性は直径10μ、
引張強度213kg/mm2、引張弾性率22T/mm2、O/C 0.06であ
つた。
Comparative Example 1 The physical properties of single filament of the mesophase Pitch-based carbon fiber obtained in Example 1 after carbonization and not subjected to surface oxidation treatment are 10 μm in diameter,
The tensile strength was 213 kg / mm 2 , the tensile elastic modulus was 22 T / mm 2 , and the O / C was 0.06.

この酸化処理をしていない繊維を用い、実施例1と同じ
くして得られた炭素繊維強化セメント材の曲げ強度は、
230kg/cm2と実施例1の酸化処理をしたものに較べ明ら
かに劣つていた。
The bending strength of the carbon fiber reinforced cement material obtained in the same manner as in Example 1 using the fiber not subjected to the oxidation treatment is
It was 230 kg / cm 2 , which was clearly inferior to the oxidization treatment of Example 1.

実施例2 メソ相ピツチの光学的異方性部分の含量が70%であり、
1100℃で炭化した以外は実施例1全く同様にして、単糸
直径15μ、単糸引張強度155kg/mm2、単糸引張弾性率19T
/mm2、O/C 0.30の表面酸化したメソ相ピツチ系炭素繊維
を得た。
Example 2 The content of the optically anisotropic portion of the mesophase pitch is 70%,
Except for carbonizing at 1100 ° C., exactly the same as in Example 1, single yarn diameter 15 μ, single yarn tensile strength 155 kg / mm 2 , single yarn tensile elastic modulus 19T
A surface-oxidized mesophase pitch-based carbon fiber having an O / C of 0.30 / mm 2 was obtained.

ついで該繊維を用い実施例1と同様にして、曲げ強度19
4kg/cm2の炭素繊維強化セメント材を得た。
Then, using this fiber, bending strength was set to 19 in the same manner as in Example 1.
A carbon fiber reinforced cement material of 4 kg / cm 2 was obtained.

比較例2 実施例2で得られた炭化後で、かつ表面酸化処理をして
いないメソ相ピツチ系炭素繊維は単糸直径15μ、単糸引
張強度159kg/mm2、単糸引張弾性率19T/mm2、O/C 0.08で
あり、該繊維から得られた炭素繊維強化セメント材の曲
げ強度は158kg/cm2と実施例2に較べ明らかに劣つてい
た。
Comparative Example 2 The mesophase Pitch-based carbon fiber obtained in Example 2 after carbonization and not subjected to surface oxidation treatment has a single yarn diameter of 15 μ, a single yarn tensile strength of 159 kg / mm 2 , and a single yarn tensile elastic modulus of 19 T / a mm 2, O / C 0.08, the bending strength of the carbon fiber-reinforced cement material obtained from the fibers was clearly Retsutsu compared to 158 kg / cm 2 as in example 2.

比較例3 引張弾性率が3T/mm2である市販のピツチ系炭素繊維クレ
カトウ、T−101Tを繊維長10mmに切断したものを用い、
実施例1と同じ方法で得た炭素繊維強化セメント材の曲
げ強度は132kg/cm2にすぎず、実施例1に較べ著しく劣
つていた。
Comparative Example 3 Using commercially available Pitch-based carbon fiber Kurekato, which has a tensile elastic modulus of 3 T / mm 2 , T-101T cut into a fiber length of 10 mm,
The bending strength of the carbon fiber reinforced cement material obtained by the same method as in Example 1 was only 132 kg / cm 2 , which was significantly inferior to that in Example 1.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 坂井 廣道 福岡県北九州市八幡西区大字藤田2447番地 の1 三菱化成工業株式会社黒崎工場内 (56)参考文献 特開 昭62−13330(JP,A) ─────────────────────────────────────────────────── ─── Continuation of front page (72) Hiromichi Sakai 1-2447 Fujita, Hachimansai-ku, Kitakyushu, Fukuoka Prefecture Mitsubishi Kasei Kogyo Co., Ltd. Kurosaki Plant (56) References JP 62-13330 (JP, A) )

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】光学異方性相含有ピッチを紡糸して得られ
たピッチ繊維を不融化処理及び炭化処理、更に必要に応
じて黒鉛化処理した引張弾性率が12T/mm2以上のピッチ
系炭素繊維の表面を酸化処理して得られた、表層におけ
る酸素と炭素の原子比O/Cの値が0.1〜0.4である被酸化
ピッチ系炭素繊維をセメント中に配合することを特徴と
する高強度の炭素繊維強化セメント材の製造方法。
1. A pitch system having a tensile elastic modulus of 12 T / mm 2 or more obtained by subjecting pitch fibers obtained by spinning an optically anisotropic phase-containing pitch to infusibilization treatment, carbonization treatment, and, if necessary, graphitization treatment. Obtained by oxidizing the surface of the carbon fiber, the value of the atomic ratio O / C of oxygen and carbon in the surface layer O-C is 0.1 ~ 0.4 high characterized by compounding into the cement carbon fiber pitch A method for producing a strong carbon fiber reinforced cement material.
【請求項2】上記光学的異方性相含有ピッチが光学的異
方性相を30%以上含有することを特徴とする特許請求の
範囲第(1)項記載の高強度の炭素繊維強化セメント材
の製造方法。
2. The high-strength carbon fiber reinforced cement according to claim 1, wherein the pitch containing the optically anisotropic phase contains 30% or more of the optically anisotropic phase. Method of manufacturing wood.
【請求項3】上記酸化処理が電気分解による陽極酸化処
理法であることを特徴とする特許請求の範囲第(1)項
もしくは第(2)項記載の高強度の炭素繊維強化セメン
ト材の製造方法。
3. The production of a high-strength carbon fiber reinforced cement material according to claim 1 or 2, wherein the oxidation treatment is an anodic oxidation treatment method by electrolysis. Method.
JP60250369A 1985-11-08 1985-11-08 Method for producing high strength carbon fiber reinforced cement material Expired - Lifetime JPH06104583B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60250369A JPH06104583B2 (en) 1985-11-08 1985-11-08 Method for producing high strength carbon fiber reinforced cement material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60250369A JPH06104583B2 (en) 1985-11-08 1985-11-08 Method for producing high strength carbon fiber reinforced cement material

Publications (2)

Publication Number Publication Date
JPS62108754A JPS62108754A (en) 1987-05-20
JPH06104583B2 true JPH06104583B2 (en) 1994-12-21

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Country Link
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2961274B2 (en) * 1988-12-27 1999-10-12 大阪瓦斯株式会社 High modulus pitch-based carbon fiber and method for producing the same
JPH04219354A (en) * 1990-11-13 1992-08-10 Kazuji Fukunaga Hardening of mortar and concrete

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6213330A (en) * 1985-07-11 1987-01-22 工業技術院長 Composite material reinforced by carbon fiber

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