JPH08325947A - Aramid short fiber for reinforcing cement - Google Patents

Aramid short fiber for reinforcing cement

Info

Publication number
JPH08325947A
JPH08325947A JP7124865A JP12486595A JPH08325947A JP H08325947 A JPH08325947 A JP H08325947A JP 7124865 A JP7124865 A JP 7124865A JP 12486595 A JP12486595 A JP 12486595A JP H08325947 A JPH08325947 A JP H08325947A
Authority
JP
Japan
Prior art keywords
cement
fiber
weight
fibers
sizing agent
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
JP7124865A
Other languages
Japanese (ja)
Inventor
Haruo Shigeno
治雄 滋野
Masahiro Yamaguchi
雅宏 山口
Sadamitsu Murayama
定光 村山
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.)
Teijin Ltd
Original Assignee
Teijin 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 Teijin Ltd filed Critical Teijin Ltd
Priority to JP7124865A priority Critical patent/JPH08325947A/en
Publication of JPH08325947A publication Critical patent/JPH08325947A/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
    • C04B16/00Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/04Macromolecular compounds
    • C04B16/10Treatment for enhancing the mixability with the mortar
    • 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
    • C04B16/00Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/04Macromolecular compounds
    • C04B16/06Macromolecular compounds fibrous
    • C04B16/0675Macromolecular compounds fibrous from polymers obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B16/0691Polyamides; Polyaramides

Abstract

PURPOSE: To obtain a fiber by collecting aramid short fibers with a specific binder, having sufficient collecting properties and dispersibility, useful for reinforcing cement, concrete, etc. CONSTITUTION: Aramid short fibers are coated with 10-50wt.% based on the weight of the fibers of a mixture of (A) a polyvinyl alcohol and (B) a water soluble polyacrylic acid ester-based copolymer as a binder. The blending ratio of the component B and the component A by weight is preferably 1.0-3.0. The pickup of the binder is readily controlled and the flexural strength of a prepared composite material is extremely improved.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は集束されたアラミド短繊
維に関する。さらに詳しくは、セメントやコンクリート
の補強用として好適で、良好な集束性と優れた強化特性
を発揮するセメント補強用アラミド短繊維に関する。
This invention relates to bundled aramid staple fibers. More specifically, it relates to a short aramid fiber for cement reinforcement, which is suitable for reinforcement of cement or concrete and exhibits good bundling properties and excellent reinforcing properties.

【0002】[0002]

【従来の技術】従来、セメント系材料の曲げ強度、耐衝
撃強度を向上させるために、アスベスト、ガラス繊維、
スチール繊維及び炭素繊維等が用いられてきた。その中
でアスベストは古くから使用されてきたが、発ガン性の
問題から現在では使用が規制されている。また、ガラス
繊維は耐アルカリ性のものでも、セメント中のアルカリ
により劣化し、長期的に補強効果を維持することが困難
であるため、大量使用には至っていない。スチール繊維
はセメント中で腐食が生じ、これによってセメント材料
にひび割れが生じるという問題がある。また、スチール
繊維に防錆処理を施しても長期的には腐食に耐えられ
ず、しかも防錆処理にコストがかかり有益ではない。炭
素繊維はセメント中に分散させるための混練時に折れる
ため、期待通りの補強効果が得られにくいという問題が
ある。
Conventionally, in order to improve the bending strength and impact strength of cement-based materials, asbestos, glass fiber,
Steel fibers and carbon fibers have been used. Among them, asbestos has been used for a long time, but its use is now regulated due to carcinogenic problems. Further, even if the glass fibers are alkali resistant, they are not used in a large amount because they are deteriorated by the alkali in the cement and it is difficult to maintain the reinforcing effect in the long term. Steel fibers have the problem of corrosion in the cement, which leads to cracking of the cement material. Further, even if the steel fiber is subjected to anticorrosion treatment, it cannot withstand corrosion in the long term, and the anticorrosion treatment is costly and not useful. Since carbon fiber breaks during kneading to disperse it in cement, there is a problem that it is difficult to obtain the expected reinforcing effect.

【0003】これに対しアラミド繊維は、高い引張強
度、耐薬品性を有し、かつ、軽量であるため、近年セメ
ント薄板等の補強用として用いられ始めている。すなわ
ちセメント材料にアラミド短繊維を添加し、ルーダーを
用いて混練し、これを押出成形することにより得られる
薄板は、曲げ強度、耐衝撃強度が著しく向上して薄板を
より薄くすることが可能となる。しかしながら、アラミ
ド短繊維が未処理で集束性が不充分な場合には該短繊維
の計量が困難であるばかりでなく、混練時にファイバー
ボールが発生したりして押出機に所定量づつかみこまれ
なくなり、充分に良好な分散性が得られないという問題
が発生しやすくなる。
On the other hand, aramid fiber has high tensile strength, chemical resistance, and is lightweight, so that it has recently begun to be used for reinforcing cement thin plates and the like. That is, the aramid short fibers are added to the cement material, the mixture is kneaded using a ruder, and the thin plate obtained by extruding this is significantly improved in bending strength and impact resistance, and it is possible to make the thin plate thinner. Become. However, when the aramid short fibers are untreated and the bundling property is insufficient, not only is it difficult to measure the short fibers, but fiber balls are generated during kneading, and the short fibers are caught in the extruder in a predetermined amount. And the problem that sufficient dispersibility cannot be obtained easily occurs.

【0004】一方、セメント補強用短繊維の集束性を向
上させる目的で各種処理剤を付与する方法は、例えば特
開昭58−214583号公報、特開昭52−8912
2号公報公報等に提案されている。しかしながら、これ
らの処理剤はガラス繊維に付着させるもので、これをア
ラミド繊維にそのまま適用しても、集束された単繊維群
の間隙への集束剤の浸透が未だ不充分で、充分なレベル
の集束性、分散性が得られなかったり、集束性が向上し
てもセメント中への分散性が劣る結果となったりする。
したがって、さらに充分な集束性を有しかつセメント中
への良好な分散性が得られるアラミド短繊維が市場から
望まれている。
On the other hand, a method of applying various treating agents for the purpose of improving the sizing properties of the cement-reinforcing short fibers is described, for example, in JP-A-58-214583 and JP-A-52-8912.
It is proposed in Japanese Patent Publication No. 2 and the like. However, these treatment agents adhere to glass fibers, and even if they are applied to aramid fibers as they are, the penetration of the sizing agent into the gaps of the bundled single fiber group is still insufficient, and the treatment agent has a sufficient level. The sizing and dispersibility may not be obtained, or the dispersibility in the cement may be poor even if the sizing property is improved.
Therefore, there is a demand from the market for aramid short fibers which have sufficient sizing properties and good dispersibility in cement.

【0005】[0005]

【発明が解決しようとする課題】本発明は、上記従来技
術の問題点に鑑みなされたもので、その目的は、集束性
が良好でホッパー等による計量が容易であり、かつ、分
散性が良好で優れた強化特性を発揮することができる、
セメントやコンクリートの補強用として好適なアラミド
短繊維を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems of the prior art, and its object is to have good converging property, easy measurement by a hopper and the like, and good dispersibility. Can exhibit excellent strengthening properties,
An object of the present invention is to provide a short aramid fiber suitable for reinforcing cement or concrete.

【0006】[0006]

【課題を解決するための手段】上記目的は、以下の構
成、すなわち、「集束剤によって集束されたアラミド短
繊維であって、該集束剤がポリビニルアルコール(PV
A)と水溶性ポリアクリル酸エステル系共重合体(P
A)との混合物からなることを特徴とするセメント補強
用アラミド短繊維。」により達成される。
The above-mentioned object is to have the following constitution: "Aramid short fibers bundled by a sizing agent, wherein the sizing agent is polyvinyl alcohol (PV
A) and a water-soluble polyacrylic acid ester-based copolymer (P
An aramid short fiber for cement reinforcement, which is composed of a mixture with A). Is achieved.

【0007】本発明が対象とするアラミド短繊維とは、
代表例としてポリパラフェニレンテレフタラミド、ポリ
パラアミノベンズアミド、ポリパラアミノベンズヒドラ
ジドテレフタレート、ポリテレフタル酸ヒドラジド、ポ
リメタフェニレンイソフタラミド等もしくはこれらの共
重合体、又はこれらに第3成分を共重合した共重合体例
えばコポリパラフェニレン・3、4’オキシジフェニレ
ン・テレフタラミドからなる短繊維等である。
The aramid short fibers targeted by the present invention are:
As a typical example, polyparaphenylene terephthalamide, polyparaaminobenzamide, polyparaaminobenzhydrazide terephthalate, polyterephthalic acid hydrazide, polymetaphenylene isophthalamide or the like or a copolymer thereof, or a copolymer obtained by copolymerizing them with a third component. Polymers such as short fibers made of copolyparaphenylene / 3,4'oxydiphenylene / terephthalamide are used.

【0008】かかるアラミド短繊維に付着させる集束剤
は、ポリビニルアルコール(PVA)と水溶性ポリアク
リル酸エステル系共重合体(PA)との混合物からなる
ことが大切である。ここでポリビニルアルコールは、重
合体を形成する単量体中のビニルアルコール成分が50
モル%以上であればよい。通常ポリビニルアルコールは
ポリ酢酸ビニルをケン化して得られるが、ここで用いら
れるポリビニルアルコールのケン化度は、重合体が水溶
性であればどの程度でもよい。また、ポリビニルアルコ
ールの立体規則性も重合体が水溶性であれば、シンジオ
タクチック、アイソタクチック、アタクチックのいずれ
でもよい。さらに重合度、分岐度についても、同じく水
溶性の条件を満たしていれば特に制限を受けるものでは
ない。
It is important that the sizing agent attached to the aramid short fibers is a mixture of polyvinyl alcohol (PVA) and a water-soluble polyacrylic acid ester copolymer (PA). Polyvinyl alcohol has a vinyl alcohol component of 50% in the monomer forming the polymer.
It may be mol% or more. Usually, polyvinyl alcohol is obtained by saponifying polyvinyl acetate, but the degree of saponification of polyvinyl alcohol used here may be any degree as long as the polymer is water-soluble. The stereoregularity of polyvinyl alcohol may be any of syndiotactic, isotactic, and atactic as long as the polymer is water-soluble. Further, the degree of polymerization and the degree of branching are not particularly limited as long as the water solubility condition is satisfied.

【0009】また、上記水溶性のポリアクリル酸エステ
ル系共重合体は、重合体を形成する単量体中のアクリル
酸エステル成分が50重量%以上であって、かつ、重合
体が水溶性を示す程度の親水性共重合成分が共重合され
ていればよい。親水性共重合成分としては、例えばメタ
クリル酸、アクリル酸及びこれらのアルカリ金属塩等を
あげることができ、共重合量としては親水性共重合成分
が例えば(メタ)アクリル酸ナトリウムの場合には10
〜20重量%程度である。なお、前述のアクリル酸エス
テルのアルコール成分は、重合体が水溶性を呈する限り
どの様なものでもよく、さらには、2種以上のアルコー
ル成分が併用されていてもよい。
In the above water-soluble polyacrylic acid ester-based copolymer, the acrylic acid ester component in the monomers forming the polymer is 50% by weight or more, and the polymer is water-soluble. It suffices that the hydrophilic copolymerization components shown are copolymerized. Examples of the hydrophilic copolymerization component include methacrylic acid, acrylic acid, and alkali metal salts thereof, and the copolymerization amount is 10 when the hydrophilic copolymerization component is sodium (meth) acrylate.
It is about 20% by weight. The alcohol component of the above-mentioned acrylic ester may be any one as long as the polymer exhibits water solubility, and two or more alcohol components may be used in combination.

【0010】本発明においては、集束剤中のポリビニル
アルコールと水溶性のポリアクリル酸エステル系共重合
体との混合重量比は、(PAの重量)/(PVAの重
量)が1.0〜3.0の範囲内にあることが好ましい。
この混合重量比が1.0未満になると、集束剤の低粘度
化による単繊維間への含浸性向上に寄与する水溶性ポリ
アクリル酸エステル系共重合体の割合が低下して以下の
問題が生じ易くなる。すなわち、充分な集束性を得るた
めに集束剤の付着量をコントロールすべく集束剤処理液
(以下混合処理液と称することがある)の濃度を調整す
ると、混合処理液の粘度が高くなりすぎて処理工程でロ
ーラー表面等にガムアップを生じる等の問題が発生し易
く、長時間連続して処理を行うことが困難となってしま
う。一方、3.0を越えると、良好な集束性は得られる
ものの、集束剤中の、特に水との親和性や溶解性の高い
ポリビニルアルコール成分が少なくなりすぎるため、単
繊維間に形成される被膜の水分による分解性(水への溶
解性)が低下し、セメント等と混練を行う際における単
繊維の分散性が不充分となりやすい。
In the present invention, the mixing weight ratio of the polyvinyl alcohol in the sizing agent and the water-soluble polyacrylic acid ester-based copolymer is (PA weight) / (PVA weight) 1.0 to 3 It is preferably in the range of 0.0.
If this mixing weight ratio is less than 1.0, the proportion of the water-soluble polyacrylic acid ester-based copolymer that contributes to the improvement of the impregnation between single fibers due to the lowering of the viscosity of the sizing agent decreases, and the following problems occur. It tends to occur. That is, if the concentration of the sizing agent treatment liquid (hereinafter sometimes referred to as a mixture treatment liquid) is adjusted to control the amount of the sizing agent attached in order to obtain sufficient sizing properties, the viscosity of the mixture treatment liquid becomes too high. Problems such as gumming up on the roller surface and the like tend to occur during the treatment process, making it difficult to perform treatment continuously for a long time. On the other hand, if it exceeds 3.0, although good sizing properties are obtained, the polyvinyl alcohol component in the sizing agent, which has a particularly high affinity for water and a high solubility, becomes too small, so that it is formed between single fibers. The degradability (solubility in water) of the coating film due to water is reduced, and the dispersibility of the single fibers when kneading with cement or the like tends to be insufficient.

【0011】なお、本発明の集束剤には、本発明の目的
を損なわない範囲内で、上記2成分以外に他の成分を含
有していてもよいことはいうまでもない。
Needless to say, the sizing agent of the present invention may contain other components in addition to the above-mentioned two components within the range not impairing the object of the present invention.

【0012】次ぎに、かかる集束剤の付着量は、繊維重
量を基準として10〜50重量%、好ましくは15〜4
0重量%、さらに好ましくは20〜30重量%であるこ
とが望ましい。集束剤の付着量が10重量%未満の場合
には集束性が不充分となりやすく、繊維補強セメントの
製造段階で短繊維の取り扱いが困難となるだけでなく、
セメントと混練を行う際にファイバーボールが発生しや
すくなる。一方、50重量%を越える場合には充分な集
束性は得られるものの、セメントの混練中における繊維
の分散が低下して、集束された繊維が単繊維にまで開繊
し難くなるため効果的な繊維補強効果が得られなくな
る。さらに、集束剤を付与する処理工程においても、該
集束剤のガムアップ等がローラー部分等で生じるため、
作業性が著しく不良となり易い。
Next, the amount of the sizing agent attached is 10 to 50% by weight, preferably 15 to 4% by weight based on the weight of the fiber.
It is desirable that the content is 0% by weight, more preferably 20 to 30% by weight. When the adhesion amount of the sizing agent is less than 10% by weight, the sizing property tends to be insufficient, which makes it difficult to handle the short fibers in the production stage of the fiber-reinforced cement,
When kneading with cement, fiber balls are easily generated. On the other hand, when it exceeds 50% by weight, although sufficient sizing properties are obtained, the dispersion of the fibers during the kneading of cement is reduced, and the sizing fibers are difficult to open into single fibers, which is effective. The fiber reinforcing effect cannot be obtained. Further, even in the treatment step of applying the sizing agent, gum up of the sizing agent or the like occurs in the roller portion or the like,
The workability is likely to be extremely poor.

【0013】次ぎに集束剤で集束されたアラミド短繊維
の単繊維数は、少なくとも100本以上であることが望
ましい。この短繊維数が100本未満の場合には、該短
繊維の製造時における処理剤付与工程やカット工程にお
ける作業性が低下するとともに、カット後の短繊維の嵩
高率が大きくなって大容積となるため梱包や輸送時に不
利となり、また押出機を用いてセメントと混練する際に
供給時における計量精度やかみ込み性が低下してファイ
バーボールを発生しやすくなる。一方単繊維の本数が2
0000本を越える本数で収束されている場合には、短
繊維の梱包や輸送を考えた場合には取扱い性が良好なる
ものの、セメント中への混練時には分散に長時間を要し
て分散性が不充分となり易い。しかし、用途によっては
使用可能であるので、上限は特に限定する必要はない。
Next, the number of single fibers of the aramid short fibers bundled with the sizing agent is preferably at least 100 or more. When the number of the short fibers is less than 100, workability in the treatment agent applying step and the cutting step during the production of the short fibers is deteriorated, and the bulk ratio of the short fibers after the cutting is increased, resulting in a large volume. Therefore, it is disadvantageous at the time of packing and transportation, and when kneading with cement by using an extruder, the measuring accuracy and the biting property at the time of supply are deteriorated, and fiber balls are easily generated. On the other hand, the number of single fibers is 2
When the number of fibers is more than 0000, the handling property is good when considering the packaging and transportation of short fibers, but it takes a long time to disperse when kneading into cement, and the dispersibility is poor. It tends to be insufficient. However, the upper limit is not particularly limited because it can be used depending on the application.

【0014】なお、本発明の集束剤をアラミド短繊維に
付着させる方法は特に限定を受けるものではなく、該集
束剤を含有する処理液を用い、コーティング法、浸漬法
等の従来公知を採用すればよい。なかでも、当該アラミ
ド繊維を処理液中に浸漬した後必要に応じてニップロー
ラー等で絞り、混合処理液のピックアップ量を調整した
後に、乾燥、キュアーさせる方法が最も簡単で効率的で
ある。また、この時の乾燥条件は105〜180℃の温
度で0.3〜30分間程度の熱処理が一般的であるが、
装置や効率化を考えて、比較的低温の105〜130℃
で0.3〜15分間程度熱処理し、続いて130〜18
0℃の比較的高温で0.3〜15分間程度熱処理するこ
とが好ましい。
The method for adhering the sizing agent of the present invention to the aramid short fibers is not particularly limited, and a conventionally known method such as a coating method or a dipping method may be adopted using a treatment liquid containing the sizing agent. Good. Of these, the most simple and efficient method is to immerse the aramid fiber in the treatment liquid, squeeze it with a nip roller or the like as necessary, adjust the pickup amount of the mixed treatment liquid, and then dry and cure. Further, the drying condition at this time is generally a heat treatment at a temperature of 105 to 180 ° C. for about 0.3 to 30 minutes,
Considering equipment and efficiency, relatively low temperature 105-130 ℃
Heat treatment for about 0.3 to 15 minutes, then 130 to 18
It is preferable to perform heat treatment at a relatively high temperature of 0 ° C. for about 0.3 to 15 minutes.

【0015】[0015]

【発明の作用・効果】従来、ポリビニルアルコールは、
紙のサイジング剤、ガラス繊維等の集束剤として広く知
られている。しかし、このポリビニルアルコールでアラ
ミド繊維を集束させても、ある程度の集束性が得られ、
またセメント中への分散性も改善されるが、集束剤の付
着量を思うように上げることができないという問題があ
る。すなわち、集束剤濃度を上げて付着量を上げようと
しても処理液の粘度が上昇するため、処理機等のローラ
ー上でガムアップが発生して安定した処理を行うことが
できない。また、処理液が単繊維間隙中に殆ど含浸しな
くなるため、充分な集束性も得られない。これに対し
て、本発明のアラミド短繊維は、ポリビニルアルコール
と水溶性ポリアクリル酸エステル系共重合体との混合物
からなる集束剤が付与されており、該集束剤を含有する
処理液の粘度は該共重合体を併用しているので容易に低
下させることができる。そのため、これを調整すること
により、集束剤の付着量を容易にコントロールすること
が可能となり、充分な集束性が得られるだけでなく、適
度に集束された単繊維の間隙にも処理液が含浸するた
め、集束性及び分散性共に良好なセメント補強用に好適
なアラミド繊維が得られるのである。したがって、本発
明のアラミド短繊維をセメントと複合、混練した場合、
繊維の分散状態は極めて良好であり、得られる複合材料
は曲げ強度が著しく向上する。
In the past, polyvinyl alcohol has been
It is widely known as a sizing agent for paper and a sizing agent for glass fibers. However, even if aramid fibers are bundled with this polyvinyl alcohol, a certain degree of bundling property is obtained,
Although the dispersibility in cement is also improved, there is a problem that the amount of the sizing agent attached cannot be increased as desired. That is, even if an attempt is made to increase the concentration of the sizing agent to increase the adhesion amount, the viscosity of the treatment liquid increases, so that gum-up occurs on the rollers of the treatment machine or the like and stable treatment cannot be performed. Further, since the treatment liquid is hardly impregnated into the single fiber gap, sufficient bundling property cannot be obtained. On the other hand, the aramid short fibers of the present invention are provided with a sizing agent consisting of a mixture of polyvinyl alcohol and a water-soluble polyacrylic acid ester-based copolymer, and the viscosity of the treatment liquid containing the sizing agent is Since the copolymer is used in combination, it can be easily lowered. Therefore, by adjusting this, it becomes possible to easily control the adhesion amount of the sizing agent, and not only sufficient sizing property can be obtained, but also the gap between the appropriately bundled single fibers is impregnated with the treatment liquid. Therefore, it is possible to obtain an aramid fiber suitable for cement reinforcement, which has good sizing property and dispersibility. Therefore, when the aramid short fibers of the present invention are mixed with cement and kneaded,
The dispersed state of the fibers is extremely good, and the bending strength of the obtained composite material is remarkably improved.

【0016】[0016]

【実施例】以下実施例により本発明を具体的に説明す
る。なお、実施例で用いた測定法は下記のとおりであ
る。 <集束剤付着量の算出>処理前後の繊維重量を測定し、
下記の計算式から集束剤の付着量を求めた。なお、重量
の測定は、被測定サンプルを十分に乾燥した後に行っ
た。 集束剤の付着量(%)=[(混合処理液で処理した後の
繊維重量)−(処理前の繊維の重量)]/(処理前の繊
維の重量)×100
The present invention will be described in detail with reference to the following examples. The measuring methods used in the examples are as follows. <Calculation of the amount of sizing agent attached> The fiber weight before and after the treatment is measured,
The attached amount of the sizing agent was calculated from the following calculation formula. The weight was measured after the sample to be measured was sufficiently dried. Adhesion amount (%) of sizing agent = [(weight of fiber after treatment with mixed treatment liquid)-(weight of fiber before treatment)] / (weight of fiber before treatment) × 100

【0017】<曲げ強度測定供試体の作成>早強ポルト
ランドセメント2348g、メチルセルロース23.5
g、処理アラミド短繊維55.6g、水986gをオム
ニミキサー(型式:OM−10−E、容量:10リット
ル、GARBRO社製)中に投入し、回転数400rp
mで混練を5分間行う。そして専用の型枠(4×4×1
6cm)に混練後のセメント複合材料を投入し、気中室
温にて1カ月間養生を行い、これを曲げ強度供試体とし
た。
<Preparation of Bending Strength Measurement Specimen> Early Strength Portland Cement 2348g, Methylcellulose 23.5g
g, treated aramid short fibers 55.6 g, and water 986 g were put into an omni mixer (model: OM-10-E, capacity: 10 liters, manufactured by GARBRO), and the rotation speed was 400 rp.
kneading for 5 minutes. And a dedicated formwork (4x4x1
(6 cm), the cement composite material after kneading was added, and the mixture was cured at room temperature for 1 month, and this was used as a bending strength test piece.

【0018】<集束性>セメントにアラミド短繊維を計
量しながら添加し、ルーダーを用いて混練押出成形する
際に、ファイバーボールの発生が認められないものを
(○)、ファイバーボールが生じたものを(×)とし
た。
<Bundling property> When aramid short fibers are weighed and added to cement and kneaded and extruded using a ruder, no generation of fiber balls is observed (○), fiber balls are generated. Was defined as (x).

【0019】<曲げ強度測定>供試体(4×4×16c
m)の3点曲げにて行った。すなわち、10トン用引張
圧縮試験機(UNIVERSAL TESTING I
NSTRUMENTMODEL UTM−10t、TO
YO BALDWWIN CO、LTD製)を用いて、
支点距離10cmの中心を、2mm/minで圧縮し、
応力の最高点より曲げ強度を求めた。
<Bending Strength Measurement> Specimen (4 × 4 × 16c
It carried out by the 3-point bending of m). That is, a 10 ton tensile / compression tester (UNIVERSAL TESTING I
NSTRUMENT MODEL UTM-10t, TO
YO BALDWWIN CO, LTD)
Compress the center of the fulcrum distance 10 cm at 2 mm / min,
Bending strength was determined from the highest point of stress.

【0020】<分散性の評価>処理アラミド短繊維が混
練されてなる曲げ強度測定供試体作成用の硬化前のセメ
ントをランダムに約100gサンプリングし、これを厚
さ約1mm程度の平板状にのばした後、短繊維が落ちな
い程度のメッシュ(100メッシュ)金網上にのせて水
シャワーをかけてセメントを除去し、金網上に残存した
繊維を肉眼により判定する。70%程度以上が単繊維状
に分散している場合を○、40〜70%の範囲内にしか
単繊維状に分散していない場合を△、40%未満にしか
単繊維状に分散していない場合を×として比較判定し
た。
<Evaluation of dispersibility> About 100 g of cement before curing was randomly sampled for bending strength measurement, which was prepared by kneading treated aramid short fibers, and was made into a flat plate having a thickness of about 1 mm. After the spreading, the short fibers are placed on a mesh (100 mesh) wire mesh that does not fall off, a water shower is applied to remove the cement, and the fibers remaining on the wire mesh are visually judged. When about 70% or more is dispersed in the single fiber state, it is ○, when it is dispersed in the single fiber state only in the range of 40 to 70%, it is Δ, and it is dispersed in the single fiber state only less than 40%. When there was not, it was compared and judged as x.

【0021】<加工性の評価方法>アラミド繊維を10
m/分のスピードで2400m処理した後の処理機のニ
ップローラー表面に付着した混合処理剤(集束剤)被膜
の程度(ガムアップの量)により判定した。すなわち、
付着量が少なくて継続して処理が可能な場合を○、ニッ
プローラー表面を簡単に清掃する程度で継続して処理が
可能な場合を△、ニップローラー表面の50%以上に集
束剤が付着してきれいに清掃しないと継続して処理でき
ない場合を×として比較判定した。
<Evaluation Method of Workability> Ten aramid fibers were used.
The degree of gumming (amount of gum-up) of the mixed treatment agent (bunching agent) coating adhered to the surface of the nip roller of the treatment machine after 2400 m treatment at a speed of m / min was judged. That is,
When the amount of adhesion is small and continuous processing is possible, it is ○, when it can be continuously processed by simply cleaning the nip roller surface, it is △, and the sizing agent adheres to 50% or more of the nip roller surface. When it was impossible to continue the treatment unless it was thoroughly cleaned, the result was compared and judged as x.

【0022】[実施例1〜6]1500デニール/10
00フィラメントのポリパラフェニレン・3、4’ジフ
ェニルエーテル・テレフタラミド繊維(テクノーラ、帝
人株式会社製)を用いて以下の処理を行った後に、6m
mにカットすることによりセメント補強用アラミド短繊
維を得た。
[Examples 1 to 6] 1500 denier / 10
After performing the following treatment using 00 filament polyparaphenylene-3,4'-diphenylether-terephthalamide fiber (Technora, manufactured by Teijin Ltd.), 6 m
An aramid short fiber for cement reinforcement was obtained by cutting into m.

【0023】実施例1では、ポリビニルアルコールと水
溶性のポリアクリル酸エステル系共重合体の混合物を含
む処理液の調合は以下のようにして行った。すなわち、
ゴーセノールGL−05(ポリビニルアルコール、日本
合成化学株式会社製)100gを約200gの水(30
℃以下)に撹拌しながら投入し、よく分散させた後、9
0℃に30分間保ち、完全に溶解させる。そしてその溶
液にプラサイズT−780(アクリル酸エステル24重
量%溶液、互応化学工業株式会社製)を625gを加
え、さらに、総重量が1000gとなる様に水を加え混
合処理液とする。その結果、ポリビニルアルコールの混
合処理剤中の濃度は10重量%、アクリル酸エステル系
共重合体の濃度は15重量%となる。従って、処理液中
の集束剤総濃度は25重量%となる。アラミド繊維の処
理は前記ポリビニルアルコール及びポリアクリル酸エス
テル系共重合体を含む混合処理液中に前記アラミド繊維
を浸漬し、続いて一対のニップローラーで軽く絞って所
定の混合処理液ピックアップ量にした後、105℃で2
分間乾燥し、引続き1分間キュアーを行った。この時、
繊維表面への集束剤(混合処理剤)付着量は26.8重
量%であった。なお、処理時における加工性は表1に示
すごとく良好(○)であった。以上のように処理を行っ
たヤーンを6mmにカットし、前記「曲げ強度測定供試
体の作成」と同条件でセメントと混練して、曲げ強度試
験用供試体を作成し、養生した後、曲げ強度の評価を行
った。その結果を表1、表2に示す。また、単繊維の分
散性を評価するために、混練後直ちにセメント/アラミ
ド単繊維混合ペーストを取り出し、前記「分散性の評
価」と同様にして評価を行った結果、表1に示すごとく
良好であった。実施例2〜6では、それぞれPA/PV
Aの混合割合を変化させる(処理液の総濃度は25重量
%とし変化させない)以外は実施例1と同様にして処理
を行い、同様に加工性、分散性、曲げ強度の評価を行っ
た。その結果を表1に示す。
In Example 1, a treatment liquid containing a mixture of polyvinyl alcohol and a water-soluble polyacrylic acid ester-based copolymer was prepared as follows. That is,
100 g of Gohsenol GL-05 (polyvinyl alcohol, manufactured by Nippon Synthetic Chemical Industry Co., Ltd.) was added to about 200 g of water (30
(Below ℃) while stirring, and well dispersed, then 9
Hold at 0 ° C for 30 minutes to completely dissolve. Then, 625 g of PLASIZE T-780 (24% by weight acrylic acid solution, manufactured by Kyouka Chemical Industry Co., Ltd.) is added to the solution, and further water is added so that the total weight becomes 1000 g to obtain a mixed treatment liquid. As a result, the concentration of polyvinyl alcohol in the mixed treatment agent was 10% by weight, and the concentration of the acrylic acid ester copolymer was 15% by weight. Therefore, the total concentration of the sizing agent in the treatment liquid is 25% by weight. The treatment of aramid fibers was performed by immersing the aramid fibers in a mixed treatment liquid containing the polyvinyl alcohol and polyacrylic acid ester-based copolymer, and then squeezing lightly with a pair of nip rollers to obtain a predetermined amount of mixed treatment liquid pickup. Then, at 105 ℃ 2
It was dried for 1 minute and then cured for 1 minute. This time,
The amount of the sizing agent (mixing treatment agent) attached to the fiber surface was 26.8% by weight. The workability during processing was good (◯) as shown in Table 1. The yarn treated as described above was cut into 6 mm, and was kneaded with cement under the same conditions as in "Creating a flexural strength measurement specimen" to prepare a flexural strength test specimen, and after curing, bending The strength was evaluated. The results are shown in Tables 1 and 2. In addition, in order to evaluate the dispersibility of the single fibers, the cement / aramid single fiber mixed paste was taken out immediately after kneading and evaluated in the same manner as in the "Evaluation of dispersibility". there were. In Examples 2 to 6, PA / PV was used.
Processing was performed in the same manner as in Example 1 except that the mixing ratio of A was changed (the total concentration of the treatment liquid was 25% by weight and was not changed), and the workability, dispersibility, and bending strength were similarly evaluated. Table 1 shows the results.

【0024】[比較例1、2]比較例1、2では、それ
ぞれ集束剤としてPA又はPVA単独(総重量濃度が2
5重量%)とした以外は実施例1と同様に処理を行い、
加工性、分散性、曲げ強度の評価を行った。その結果を
表1に示す。
Comparative Examples 1 and 2 In Comparative Examples 1 and 2, PA or PVA alone (total weight concentration of 2 was used as a sizing agent, respectively.
5% by weight), and the same treatment as in Example 1
The workability, dispersibility, and bending strength were evaluated. Table 1 shows the results.

【0025】これらの結果より、セメントを効果的に補
強するためにはPAとPVAを併用する必要があり、P
A又はPVA単独で処理を行ったアラミド単繊維では、
補強効果または加工性に問題があることが明かである。
From these results, it is necessary to use PA and PVA together in order to effectively reinforce the cement.
In the aramid monofilament treated with A or PVA alone,
It is clear that there is a problem with the reinforcing effect or workability.

【0026】[実施例7〜11]実施例7〜11では、
処理液の調合を実施例1と同様にPA/PVAの値が
1.5となる様に行い、それぞれ、混合処理剤総濃度を
15、18、20、28、30重量%とする以外は実施
例1と同様に処理を行い、加工性、分散性、曲げ強度の
評価を行った。その結果を表2に示す。
[Examples 7 to 11] In Examples 7 to 11,
The treatment liquid was prepared in the same manner as in Example 1 except that the PA / PVA value was 1.5, and the total concentration of the mixed treatment agents was 15, 18, 20, 28, and 30% by weight, respectively. The same treatment as in Example 1 was performed to evaluate workability, dispersibility, and bending strength. The results are shown in Table 2.

【0027】[実施例12、13]200デニール/1
33フィラメント又は1000デニール/667フィラ
メントのポリパラフェニレン・3、4’ジフェニルエー
テル・テレフタラミド繊維(テクノーラ、帝人株式会社
製)を用いた以外は実施例1と同様に行って単繊維の収
束本数がそれぞれ133本、667本の集束された短繊
維を得、これらについて実施例1と同様に評価した結果
は表2にあわせて示す。
[Examples 12 and 13] 200 denier / 1
The same procedure as in Example 1 was repeated except that 33 filaments or 1000 denier / 667 filaments of polyparaphenylene-3,4'diphenylether-terephthalamide fiber (Technora, manufactured by Teijin Ltd.) was used. , 667 bundled short fibers were obtained, and the results of evaluation of these in the same manner as in Example 1 are also shown in Table 2.

【0028】[0028]

【表1】 [Table 1]

【0029】[0029]

【表2】 [Table 2]

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 集束剤によって集束されたアラミド短繊
維であって、該集束剤がポリビニルアルコール(PV
A)と水溶性ポリアクリル酸エステル系共重合体(P
A)との混合物からなることを特徴とするセメント補強
用アラミド短繊維。
1. An aramid short fiber bundled by a sizing agent, wherein the sizing agent is polyvinyl alcohol (PV
A) and a water-soluble polyacrylic acid ester-based copolymer (P
An aramid short fiber for cement reinforcement, which is composed of a mixture with A).
【請求項2】 ポリビニルアルコールと水溶性ポリアク
リル酸エステル系共重合体との混合重量比(PA/PV
A)が1.0〜3.0である請求項1記載のセメント補
強用アラミド短繊維。
2. A mixing weight ratio (PA / PV) of polyvinyl alcohol and a water-soluble polyacrylic acid ester-based copolymer.
The aramid short fiber for cement reinforcement according to claim 1, wherein A) is 1.0 to 3.0.
【請求項3】 集束剤の付着量が、繊維重量を基準とし
て10〜50重量%である請求項1記載のセメント補強
用アラミド短繊維。
3. The aramid short fiber for cement reinforcement according to claim 1, wherein the amount of the sizing agent attached is 10 to 50% by weight based on the weight of the fiber.
【請求項4】 アラミド単繊維の集束数が100本以上
である請求項1ないし3のいずれか1項に記載のセメン
ト補強用アラミド短繊維。
4. The aramid short fiber for cement reinforcement according to claim 1, wherein the number of bundles of the aramid single fiber is 100 or more.
JP7124865A 1995-05-24 1995-05-24 Aramid short fiber for reinforcing cement Pending JPH08325947A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7124865A JPH08325947A (en) 1995-05-24 1995-05-24 Aramid short fiber for reinforcing cement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7124865A JPH08325947A (en) 1995-05-24 1995-05-24 Aramid short fiber for reinforcing cement

Publications (1)

Publication Number Publication Date
JPH08325947A true JPH08325947A (en) 1996-12-10

Family

ID=14896016

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7124865A Pending JPH08325947A (en) 1995-05-24 1995-05-24 Aramid short fiber for reinforcing cement

Country Status (1)

Country Link
JP (1) JPH08325947A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002321951A (en) * 2001-04-27 2002-11-08 Bridgestone Corp Concrete reinforcing member
US6780367B2 (en) 2000-06-28 2004-08-24 Dow Global Technologies Inc. Method for preparing a concrete article having reinforcing fibers frayed at their ends
JP2019116393A (en) * 2017-12-26 2019-07-18 株式会社クラレ Geopolymer molding formed from curable composition
WO2020137466A1 (en) * 2018-12-27 2020-07-02 株式会社クラレ Bundled yarn, hydraulic composition and molded body

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6780367B2 (en) 2000-06-28 2004-08-24 Dow Global Technologies Inc. Method for preparing a concrete article having reinforcing fibers frayed at their ends
JP2002321951A (en) * 2001-04-27 2002-11-08 Bridgestone Corp Concrete reinforcing member
JP2019116393A (en) * 2017-12-26 2019-07-18 株式会社クラレ Geopolymer molding formed from curable composition
WO2020137466A1 (en) * 2018-12-27 2020-07-02 株式会社クラレ Bundled yarn, hydraulic composition and molded body

Similar Documents

Publication Publication Date Title
JP2688434B2 (en) Fiber for reinforcement
US20010005734A1 (en) Polymer compositions
DK154636B (en) HOMOGENIC, NON-HARDENED CEMENTAL MIXED AND HARDENED ARTICLES MADE THEREOF
US9249052B2 (en) Fiber for reinforcing cement, and cured cement produced using same
US4935301A (en) Coated glass fiber composites
JPH0216258B2 (en)
JP2001519318A (en) Shaped fibers-cement products and reinforcing fibers for such products
WO2008113460A1 (en) Production of copolymers comprising sulfo groups
JPH08325947A (en) Aramid short fiber for reinforcing cement
JP5664465B2 (en) Glass fiber article and glass fiber reinforced plastic
JP4129647B2 (en) Glass fiber binder, glass fiber mat, and glass fiber chopped strand mat manufacturing method
JP2011241504A (en) Aromatic polyamide short fiber bundle
JP2005015236A (en) Aramid short fiber for reinforcing concrete
CN1009668B (en) Low-sling fiber lubricant
US4923517A (en) Glass fiber reinforced cement compositions
JP3980762B2 (en) Polyolefin fiber bundle for cement reinforcement
JP2009084101A (en) Fiber reinforcing material for mortar and mortar formed material using the same
JPH02243543A (en) Glass fiber, production and use thereof
JP4860828B2 (en) Polyolefin fiber for cement reinforcement and method for producing the same
JP3639236B2 (en) Carbon fiber chop with excellent form
JPH0920536A (en) Admixture for carbon-fiber reinforced mortar
JP2003089559A (en) Polyolefin-based fiber for reinforcing cement and method for producing the same
JP5013176B2 (en) Reinforcing acrylic fiber with excellent water dispersibility
JPH06192912A (en) Cement-reinforcing fiber
JP2005239512A5 (en)

Legal Events

Date Code Title Description
A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20040831