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JPH0116784B2 - - Google Patents

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Publication number
JPH0116784B2
JPH0116784B2 JP57068492A JP6849282A JPH0116784B2 JP H0116784 B2 JPH0116784 B2 JP H0116784B2 JP 57068492 A JP57068492 A JP 57068492A JP 6849282 A JP6849282 A JP 6849282A JP H0116784 B2 JPH0116784 B2 JP H0116784B2
Authority
JP
Japan
Prior art keywords
fiber
fibers
denier
asbestos
cement
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
Application number
JP57068492A
Other languages
Japanese (ja)
Other versions
JPS58185474A (en
Inventor
Masaki Okazaki
Junichi Hikasa
Akio Mizobe
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.)
Kuraray Co Ltd
Original Assignee
Kuraray Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kuraray Co Ltd filed Critical Kuraray Co Ltd
Priority to JP6849282A priority Critical patent/JPS58185474A/en
Publication of JPS58185474A publication Critical patent/JPS58185474A/en
Publication of JPH0116784B2 publication Critical patent/JPH0116784B2/ja
Granted legal-status Critical Current

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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
    • C04B16/06Macromolecular compounds fibrous
    • C04B16/0616Macromolecular compounds fibrous from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B16/0641Polyvinylalcohols; Polyvinylacetates

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Reinforced Plastic Materials (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

本発明はポリビニルアルコール系合成繊維(以
下PVA系繊維と略記す)で強化した水硬性物質
をマトリツクスとした成型品に関するもである。 従来、セメント等の水硬性物質を成型し、更に
補強効果を得るものとしてアスベストが代表的な
無機繊維であることはよく知られている。しかし
このアスベストの需要は輪入に依存しており、世
界的に見て産出国に片寄りが著しく、更に資源が
枯渇し、アスベストの入手は益々困難になつてゆ
くことが予想される。また健康障害の観点からみ
ればアスベスト繊維を吸入することは避けた方が
よいなど、環境衛生、公害上の危惧が懸念され、
このアスベストの代替化が検討されている。その
一例をみるとCement Concrete Products16巻8
号1貢(1970)沖氏の「スレート用温石綿に代る
繊維の開発について」とか、セメント技術年報昭
和50年刊448貢、岸谷氏等の実験がなされている。
これらにはアスベストに代替されるべき繊維を得
るには難しそうあると報告されている。 本発明者らはPVA系繊維を用いて耐折強度向
上を目的とし、鋭意研究の結果本発明に到つた。 D.J.Hannantの「FIBRE CEMENTS and
FIBRE CONCRETES」(Copyright 1987by
John Wiley & Sons、LTD)によると、
λMRをひび割後の破壊係数とすると一般的に言
われている複合則から λMR=K・(1−lc/2l)λfv・Vf ………(1) の式が示される。Kは配向係数を含む定数、lcは
限果繊維長、lは繊維の長さ、λfvは完全付着繊
維の破壊応力、Vfは繊維の体積分率を示す。 さてこの(1)式からλMRを大にするためには
λfv、Vfを大きくすることであるが、λfv、Vfを
一定にするとlc/2lを最小にすることである。即ち、 これはlcを小さくすることによつてlc/2lが小さく なることから、λMRの大きなものを得ることが
可能となる。lcはセメントマトリツクスから繊維
を引抜く際に引抜ける最小の繊維長を意味し、接
着力と繊維強力との釣合いより次式で示される。 lc=λfv・d/2τ……… (2) ここでτは繊維とマトリツクスの接着強度、dは
繊維の直径である。 元来PVA系繊維は親水性のために他の合繊や
ガラス、スチール等の無機繊維に比べ、セメント
マトリツクスとの接着がよい(τが大である)た
めにlcは小さいものである。しかし補強効果の点
より末だ充分とは言えない。更にleを小ならしめ
るためにdを小さくすることが必要であり、本発
明の示す範囲の繊度の小さいPVA系繊維がより
いつそう補強効果を大ならしめることが判明し
た。 又一方では補強理論の一つとして繊維間隔説が
あり、となりあう繊維間隔が小さい方が補強性は
大きいと言われている(文献、前出のD、J、
Hannant)。 繊維間隔では一般的に次式で示される。 ここでcは定数、d及びVfは繊維の直径とその
体積分率である。 添加率(Vf)を一定とするならば繊維の直径
(d)の小さなものほど沢山の本数が入り、従つて繊
維間隔が小となり補強効果には有利となる。 以上の如く脆性物質を繊維で補強するという補
強効果に関する代表的な学説である複合則、繊維
間隔説に共通する点は、繊維直径を小さくすれば
補強効果は大になるということである。ところ
で、上述の学説は繊維がマトリツクス中に均一に
分散することが前提であり、分散が悪いと補強効
果は著しく減少する。一般的に繊維の太さが小さ
くなると分散性は悪くなる方向である。事実ガラ
ス繊維等はその改善をはかるためにわざわざチヨ
ツプドストランドにして単繊維を集束し、太くし
ているぐらいである。又合繊においても分散の悪
化を恐れ数デニール以上のものしか使用されてお
らず、公知文献にも繊度の小さい領域は見当らな
い。 更にPVA系繊維とても分散不良を恐れ2デニ
ール以上の公知文献しか見当らず、より小さい領
域の検討はなされていない。即ち2デニール以下
は補強効果は小さいということが常識となつてい
るのである。しかし本発明者らは本来PVA系繊
維は親水性が大であるが故に2デニール以下でも
分散は可能と推定し検討したところ著しい補強効
果が得られ本発明に到つたのである。即ち2デニ
ール以上に比し、0.1〜1.8デニールの方がはるか
に補強効果は大であるという従来の常識を破つた
新しい知見を得たのである。 しかしながらPVA系繊維は元来分散性は良い
とはいえ、1.8デニール以下の該繊維による補強
効果をより有効にするにはやはり分散性がポイン
トになる。 その分散性を左右する特性は繊維の直径(d)と長
さ(l)の比であるアスペクト比(以下AR値と称す
るAR値=l/d)である。 補強効果を最大限に発揮せしむるための条件の
1つは(1)式よりlは長い方が、又(1)、(2)、(3)式よ
りdは小さい方がよい。即ちAR値を大にするこ
とが重要である。 しかしながら補強効果を大にするためのもう一
つの条件は分散性が良好であるということであ
る。その分散性は当然AR値を小にする方が好ま
しい。従つて本発明の重要なる構成は細デニール
を使用することと、そのAR値の選択である。デ
ニールは0.1〜1.8デニールがよく、より好ましく
は0.5〜1.8デニールである。0.1デニール以下では
補強効果を大ならしめるAR値がなく、経済的に
繊維を製造することもむずかしい。また、1.8デ
ニール以上はデニールが大きくなりすぎて補強効
果が低下してくる。AR値については100〜1200
が好ましく、200〜800がより好適である。100以
下では分散性はよいが、マトリツクスとの接着が
低下して補強効果は小さくなり、又1200以上では
顕著な分散性の低下により補強効果は充分でな
い。 これらAR値及び繊度の制約から補強性を最大
限に発揮する繊維長は0.5〜12mmが最適である。 本発明者らはこれらAR値と繊維径による繊維
長との間で広範な実験を行ない、後述する実施例
とも併せて第1図の関係を得た。第1図中A
(100、1.44)、B(100、0.5)、C(150、0.5)、D
(1200、4)、E(1200、12)、F(850、12)で囲ま
れる範囲内が好ましい範囲である。 また同じくAR値と繊維径による曲げ強度との
間での広範な実験の結果が第2図で、AR値200
〜400付近に曲げ強度を大ならしめる領域が存在
し、かつ繊維が2デニールよりも更に小さくなる
にしたがい、曲げ強度が大きくなることが判る。 PVA系繊維の添加率は0.05〜4%(全仕込み
固型分重量中の繊維の重量で示す%である。以下
単に%と略記する。)がよく、0.05%以下では繊
維を添加した効果はなく、反対に4%以上では繊
維の分散性が悪化するために無意味である。 このように繊度0.1〜1.8デニール、繊維長0.5〜
12mmのPVA系繊維を0.05〜4%配合した水硬性
物質はPVA繊維でしつかりと固結され、補強効
果の大きいセメント系水硬性成型品を提供するこ
とにある。湿式抄造法で重要な抄造性はPVA系
繊維の持つ本来のセメント粒子との親和性がよい
ことに加え、ポリアクリルアミド等の凝集剤を使
用したりシリンダメツシユを小さくすることによ
つて確保することができる。更に抄造性と補強性
を向上するためにアスベスト又は植物性繊維、又
はガラス繊維を併用することも可能である。その
配合比により板材の要求性能を変えることもで
き、いわゆる石綿スレート板、パルプセメント
板、フレキシブル板、石綿パーライト板、パルプ
セメントパーライト板等のアスベスト完全代替あ
るいは一部代替への応用は自由である。 補強に用いるPVA系繊維の強度は(1)式から高
い程λMRへの寄与は大きく、具体的には後述す
る実施例で用いられている範囲、すなわちデニー
ル当11.2g以上が優れた補強効果を得るために採
用される。 成型品を構成するマトリツクスには普通、早
強、超早強、中庸熱、耐硫酸塩等の各ポルトラン
ドセメント、混合セメントとしては高炉セメン
ト、シリカセメント、フライアツシユセメント、
更にアルミナセメント、超速硬セメント、コロイ
ドセメント、油井セメント等を用いることができ
る。又半水セツコウ、セツコウ−スラグ系、スラ
グ、炭酸マグネシウム等も利用することができ
る。 無機フイラーとしては炭カルをはじめクレー、
スレート焼成粉、蛇絞岩、シリカ、スラグ、マイ
カ等の無機の充填材を利用することができる。 アスベストには特に種別、グレード等は選ばな
いが、一般的に4〜7クラスまでのクリソタイル
アモサイト、青石綿等が用いられる。又アスベス
トテ−リングと呼ばれる7クラス外の低純度の各
メツシユのアスベストも利用することができる。
ガラス繊維としては一般にZrOの入つた耐アルカ
リガラス繊維をはじめ、E−ガラス、シラス繊
維、ロツクウール等も利用できる。 次に天然繊維としては晒及び未晒の針葉樹、広
葉樹パルプを用いることが出来、当然再生故紙、
新聞故紙も用いられる。又パルプ以外の木綿、マ
ニラ麻、黄麻、楮、三椏等も利用できる。 当然のことながら有機合成繊維と併用すること
も可能である。使用する合成繊維としてはポリオ
レフイン系のポリエチレン、ポリプロピレン等の
フイラメント又はフイルム状物から作つたスプリ
ツトヤーンのストランド、ポリアミド系のナイロ
ン6、ナイロン66、その他ポリアクリロニトリ
ル、ポリ塩化ビニル、ポリ塩化ビニリデン、ポリ
エステル、ポリイミド、ポリアミドイミド等のケ
プラーなどのチヨツプドストランドを併用するこ
ともできる。又は合成パルプとしてはポリエチレ
ン、ポリプロピレン又は更にそれらポリマーに無
機充填物を混合したポリマーをフラツシユ紡糸し
て得たもの等も使用することができる。 以下実施例で説明する。 実施例1及び比較例1 1.8%の硼酸を添加した重合度1680のPVA水溶
液を苛性ソーダ20g/、芒硝330g/、硼酸
1g/を含む擬固浴中に紡糸し、中和、水洗工
程を経て湿潤工程で5倍の延伸を行い乾燥して巻
き取つた。繊度を変更するためにPVA水溶液の
流水量を変化させることにより吐出量を変更し、
種々の繊度の乾燥原糸を得た。更に熱延伸を行い
熱処理工程を経て、単繊維デニールが0.5、1.0、
1.3、2.0、6、15デニールの各PVA繊維を得た。
AR値の異るものを得るために第1表に示す繊維
長に切断した。次にセメントマトリツクス中へ混
入してその補強効果を調らべた。石綿は5Rクリ
ソタイル石綿を5%、未叩解未晒クラフトパルプ
を2%、PVA繊維を2%とし残部を普通ポルト
ランドセメントとする配合とした。成型は抄造法
にて10プライに積層し加圧後気乾状態にて養生
し、4週間後の曲げ強度及びIzod法による衝撃強
力を測定した。 曲げ強度を比較するための対照としてアスベス
ト15%とパルプ2%、及びアスベスト5%とパル
プ2%のみで各々PVA繊維の含まないものも示
した。
The present invention relates to a molded product having a matrix of a hydraulic material reinforced with polyvinyl alcohol synthetic fibers (hereinafter abbreviated as PVA fibers). It is well known that asbestos is a typical inorganic fiber that is used to mold hydraulic substances such as cement and to provide a reinforcing effect. However, demand for asbestos is dependent on imports, and asbestos is expected to become increasingly difficult to obtain as resources are depleted and resources are depleted worldwide. In addition, from the perspective of health problems, it is better to avoid inhaling asbestos fibers, and there are concerns about environmental health and pollution.
Substitutes for this asbestos are being considered. For example, Cement Concrete Products Volume 16 8
No. 1 Mitsugu (1970) Mr. Oki's ``Development of fibers to replace hot asbestos for slate'', Cement Technology Annual Report 1975 448 Mitsugu, Mr. Kishitani and others conducted experiments.
It has been reported that it will be difficult to obtain fibers to replace asbestos. The present inventors aimed to improve folding strength using PVA fibers, and as a result of intensive research, they arrived at the present invention. DJ Hannant's "FIBRE CEMENTS and
FIBER CONCRETES” (Copyright 1987by
According to John Wiley & Sons, LTD.
If λMR is the rupture coefficient after cracking, the formula of λ MR =K・(1−lc/2l)λ fv・Vf (1) is shown from the compound law that is generally said to be the rupture coefficient after cracking. K is a constant including the orientation coefficient, lc is the limiting fiber length, l is the length of the fiber, λfv is the fracture stress of the fully attached fiber, and Vf is the volume fraction of the fiber. Now, from this equation (1), in order to increase λMR, it is necessary to increase λfv and Vf, but when λfv and Vf are kept constant, lc/2l must be minimized. That is, by reducing lc, lc/2l becomes smaller, so it is possible to obtain a larger λMR. lc means the minimum fiber length that can be pulled out when fibers are pulled out from the cement matrix, and is expressed by the following equation based on the balance between adhesive strength and fiber strength. lc=λ fv・d/2τ (2) Here, τ is the adhesive strength between the fiber and matrix, and d is the diameter of the fiber. Originally, PVA fibers are hydrophilic, so compared to other synthetic fibers and inorganic fibers such as glass and steel, PVA fibers have better adhesion to cement matrices (larger τ) and therefore have a smaller lc. However, it cannot be said that it is sufficient in terms of reinforcing effect. Furthermore, it is necessary to reduce d in order to reduce le, and it has been found that PVA fibers with a small fineness within the range indicated by the present invention can further increase the reinforcing effect. On the other hand, there is a fiber spacing theory as one of the reinforcement theories, and it is said that the smaller the spacing between adjacent fibers, the greater the reinforcing property (References, D, J, above,
Hannant). The fiber spacing is generally expressed by the following formula: where c is a constant, d and V f are the diameter of the fiber and its volume fraction. If the addition rate (V f ) is constant, the diameter of the fiber is
The smaller the number (d), the larger the number of fibers that can be inserted, and therefore the smaller the fiber spacing, which is advantageous for the reinforcing effect. As mentioned above, the composite law and the fiber spacing theory, which are typical theories regarding the reinforcing effect of reinforcing brittle materials with fibers, have in common that the smaller the fiber diameter, the greater the reinforcing effect. By the way, the above-mentioned theory is based on the premise that the fibers are uniformly dispersed in the matrix, and if the dispersion is poor, the reinforcing effect will be significantly reduced. Generally, the smaller the fiber thickness, the worse the dispersibility. In fact, in order to improve the quality of glass fibers, the fibers are made into chopped strands and the single fibers are bundled together to make them thicker. Also, synthetic fibers of several deniers or more are only used for fear of deterioration of dispersion, and known literature does not find a region with a small fineness. Furthermore, PVA-based fibers are extremely susceptible to poor dispersion, and only known documents have been found for PVA fibers of 2 deniers or more, and no studies have been made for smaller areas. In other words, it is common knowledge that the reinforcing effect is small if the denier is less than 2 denier. However, since PVA fibers are inherently highly hydrophilic, the present inventors presumed that dispersion would be possible even with a denier of less than 2 deniers, and after conducting studies, a remarkable reinforcing effect was obtained, leading to the present invention. In other words, we have obtained new knowledge that breaks the conventional wisdom that 0.1 to 1.8 deniers have a much greater reinforcing effect than 2 deniers or more. However, although PVA fibers originally have good dispersibility, dispersibility is still a key point in making the reinforcing effect of fibers of 1.8 denier or less more effective. The characteristic that influences its dispersibility is the aspect ratio (hereinafter referred to as AR value = l/d), which is the ratio of the diameter (d) and length (l) of the fiber. One of the conditions for maximizing the reinforcing effect is that l should be longer than in equation (1), and d should be smaller than in equations (1), (2), and (3). That is, it is important to increase the AR value. However, another condition for increasing the reinforcing effect is good dispersibility. As for the dispersibility, it is naturally preferable to reduce the AR value. Therefore, the important features of the present invention are the use of fine denier and the selection of its AR value. The denier is preferably 0.1 to 1.8 denier, more preferably 0.5 to 1.8 denier. If the fiber is less than 0.1 denier, it does not have an AR value that increases the reinforcing effect, and it is difficult to economically manufacture the fiber. Further, if the denier is 1.8 denier or more, the denier becomes too large and the reinforcing effect decreases. 100-1200 for AR value
is preferable, and 200 to 800 is more preferable. If it is less than 100, the dispersibility is good, but the adhesion with the matrix is reduced and the reinforcing effect is small, and if it is more than 1200, the dispersibility is markedly reduced and the reinforcing effect is not sufficient. Due to these restrictions on AR value and fineness, the optimum fiber length is 0.5 to 12 mm to maximize reinforcing properties. The present inventors conducted extensive experiments between these AR values and the fiber length depending on the fiber diameter, and obtained the relationship shown in FIG. 1 in conjunction with the examples described later. A in Figure 1
(100, 1.44), B (100, 0.5), C (150, 0.5), D
A preferable range is within the range surrounded by (1200, 4), E (1200, 12), and F (850, 12). Figure 2 shows the results of extensive experiments between the AR value and the bending strength depending on the fiber diameter.
It can be seen that there is a region where the bending strength is increased around ~400 denier, and as the fiber becomes smaller than 2 denier, the bending strength increases. The addition rate of PVA fiber is preferably 0.05 to 4% (expressed as the weight of fiber in the total weight of the solid content. Hereinafter simply abbreviated as %). If it is less than 0.05%, the effect of adding fiber is On the other hand, if it exceeds 4%, it is meaningless because the dispersibility of the fibers deteriorates. In this way, the fineness is 0.1~1.8 denier and the fiber length is 0.5~
A hydraulic material containing 0.05 to 4% of 12 mm PVA fibers is firmly consolidated with PVA fibers to provide a cement-based hydraulic molded product with a large reinforcing effect. Paper formability, which is important in the wet paper making method, is ensured not only by the good affinity of PVA fibers with the natural cement particles, but also by using a flocculant such as polyacrylamide and by reducing the size of the cylinder mesh. be able to. Furthermore, it is also possible to use asbestos, vegetable fibers, or glass fibers in combination to improve paper formability and reinforcing properties. The required performance of the board material can be changed depending on its compounding ratio, and it can be freely applied as a complete or partial replacement for asbestos in so-called asbestos slate boards, pulp cement boards, flexible boards, asbestos perlite boards, pulp cement perlite boards, etc. . According to equation (1), the higher the strength of the PVA fiber used for reinforcement, the greater the contribution to λMR. Specifically, the range used in the examples described later, that is, 11.2 g per denier or more, has an excellent reinforcing effect. be employed in order to obtain The matrices that make up the molded product include ordinary, early-strength, ultra-early-strength, medium-heat, and sulfate-resistant Portland cement; mixed cements include blast furnace cement, silica cement, fly ash cement,
Furthermore, alumina cement, ultra-fast hardening cement, colloid cement, oil well cement, etc. can be used. Furthermore, semi-hydrated slag, slag-slag type, slag, magnesium carbonate, etc. can also be used. Inorganic fillers include charcoal, clay,
Inorganic fillers such as fired slate powder, serpentine rock, silica, slag, and mica can be used. There is no particular type or grade of asbestos, but chrysotile amosite, blue asbestos, etc. of classes 4 to 7 are generally used. It is also possible to use low-purity mesh asbestos other than the 7 classes called asbestos tailings.
As the glass fiber, alkali-resistant glass fiber containing ZrO, E-glass, glass fiber, rock wool, etc. can also be used. Next, as natural fibers, bleached and unbleached softwood and hardwood pulps can be used, and of course recycled waste paper,
Waste newspapers are also used. In addition to pulp, cotton, manila hemp, jute, mulberry, mitsumata, etc. can also be used. Naturally, it is also possible to use it in combination with organic synthetic fibers. The synthetic fibers used include strands of split yarn made from filament or film materials such as polyolefin polyethylene and polypropylene, polyamide nylon 6 and nylon 66, and other polyacrylonitrile, polyvinyl chloride, polyvinylidene chloride, polyester, and polyimide. Chopped strands such as Kepler, polyamideimide, etc. can also be used in combination. Alternatively, as the synthetic pulp, one obtained by flash spinning polyethylene, polypropylene, or a polymer obtained by mixing these polymers with an inorganic filler can also be used. This will be explained below using examples. Example 1 and Comparative Example 1 A PVA aqueous solution with a polymerization degree of 1680 to which 1.8% boric acid was added was spun into a pseudo-solid bath containing 20 g of caustic soda, 330 g of sodium sulfate, and 1 g of boric acid, and wetted through a neutralization and water washing process. In the process, it was stretched 5 times, dried and rolled up. In order to change the fineness, the discharge amount is changed by changing the flow rate of the PVA aqueous solution,
Dry yarns of various finenesses were obtained. After further hot stretching and heat treatment process, single fiber denier is 0.5, 1.0,
PVA fibers of 1.3, 2.0, 6, and 15 deniers were obtained.
In order to obtain fibers with different AR values, the fibers were cut into the fiber lengths shown in Table 1. Next, we mixed it into the cement matrix and investigated its reinforcing effect. The asbestos was composed of 5% 5R chrysotile asbestos, 2% unbeaten and unbleached kraft pulp, 2% PVA fiber, and the balance normal Portland cement. The molding was performed by laminating 10 plies using the papermaking method, and after being pressurized, it was left to dry in the air, and after 4 weeks, the bending strength and impact strength were measured using the Izod method. As controls for comparing bending strength, 15% asbestos and 2% pulp, and 5% asbestos and 2% pulp without PVA fibers were also shown.

【表】 担し曲げ強度及び衝撃強度はアスベスト15%+
パルプ2%+No.20を基準とし各々360Kg/cm2、2.4
Kg−cm/cm2を1.0として基準化した値で示した。 第1表中の典型的な実施例及び比較例について
第1図並びに第2図中に第1表中の番号で示し
た。第2図から前述のようにAR値200〜400付近
に成型物の曲げ強度を最大ならしめる極大値点が
あり、しかも繊度が2デニールよりも小となるに
したがい、その曲げ強度が大きくなるが、2.0デ
ニールの場合には、まだデニールを小さくした効
果が十分には達成されていないことが判る。又比
較例で判るようにAR値のみからでは曲げ強度に
は効果を示さないことも判る。 実施例2と比較例2 実施例2に示した単糸デニール1.0デニールの
PVA繊維を用い、このPVA繊維を3.2mmに切断し
たもの(AR値300)を2%用い、故紙パルプ
(NUKP)を各々6、10、15%添加し残部はセメ
ントとするアスベストを用いないノンアスベスト
板をハチエツクマシンを用いて抄造した。又同様
に耐アルカリガラス繊維及び無機フイラーとして
炭酸カルシウム、フライアツシユを添加し、第2
表のような配合にて抄造し成型品を得た。ハチエ
ツクマシンでは16プライになるように抄き上げ、
50Kg/cm2にプレスし、気中で28日間養生した。 比較のために比較例1で用いた6デニールの繊
維を5.2mmに切断したもの(AR値200)を用い同
一のテストを行つた。これを第2表に示した。
[Table] Bending strength and impact strength are asbestos 15%+
360Kg/cm 2 and 2.4 respectively based on pulp 2% + No.20
It is shown as a value normalized to Kg-cm/cm 2 as 1.0. Typical examples and comparative examples in Table 1 are shown in FIG. 1 and FIG. 2 by the numbers in Table 1. From Figure 2, as mentioned above, there is a local maximum point where the bending strength of the molded product reaches its maximum around the AR value of 200 to 400, and as the fineness becomes smaller than 2 denier, the bending strength increases. , 2.0 denier, it can be seen that the effect of reducing the denier has not been fully achieved yet. Furthermore, as can be seen from the comparative examples, it is also clear that AR value alone has no effect on bending strength. Example 2 and Comparative Example 2 Single yarn denier 1.0 denier shown in Example 2
Using PVA fiber, 2% of this PVA fiber cut into 3.2 mm (AR value 300), 6, 10, 15% each of waste paper pulp (NUKP) is added, and the remainder is cement. An asbestos board was made using a hatchet machine. Similarly, calcium carbonate and fly ash were added as alkali-resistant glass fibers and inorganic fillers.
A molded product was obtained by paper making with the formulation shown in the table. The paper is cut into 16 plies using a hatchet machine.
It was pressed to 50 kg/cm 2 and cured in air for 28 days. For comparison, the same test was conducted using the 6 denier fiber used in Comparative Example 1 cut into 5.2 mm pieces (AR value 200). This is shown in Table 2.

【表】 用いた添加物は、故紙パルプは国光建材製綿入
故紙を用いた。耐アルカリガラス繊維は旭ガラス
製ロービングを13mmに切断して用いた。炭酸カル
シウムは白石工業製ホワイトンp−30、フライア
ツシユは中電フライアツシユを用いた。 実施例のNo.22〜24はアスベストのない系でのサ
ンプルであるが抄き上げ性も問題なく、No.22では
比較例No.30と比べ耐折強度は29%も向上してい
る。更に比較例No.35にPVA繊維のないものから
の耐折強力向上をNo.30,22と比較すると各々24
%、66%と飛躍的に向上している。アスベスト−
パルプ、更にガラス繊維と併用する場合、無機フ
イラー併用及びガラス繊維と無機フイラー併用系
の実施例をNo.25から29に示し、各々の対応する系
で比較例をNo.31〜34に示した。これらの結果28〜
42%も向上することが示された。
[Table] As for the additives used, the waste paper pulp used was cotton-containing waste paper manufactured by Kuniko Kenzai. The alkali-resistant glass fiber used was Asahi Glass roving cut into 13 mm pieces. The calcium carbonate used was Whiten P-30 manufactured by Shiraishi Kogyo, and the fly ash was Chuden fly ash. Examples Nos. 22 to 24 are samples without asbestos, and there are no problems in papermaking properties, and No. 22 has improved folding strength by 29% compared to Comparative Example No. 30. Furthermore, compared to No. 30 and 22, Comparative Example No. 35 has an improvement in folding strength of 24 compared to No. 30 and No. 22 from the one without PVA fiber.
%, which has dramatically improved to 66%. Asbestos
When pulp is used in combination with glass fiber, examples of combination systems with inorganic filler and combination of glass fiber and inorganic filler are shown in Nos. 25 to 29, and comparative examples of each corresponding system are shown in Nos. 31 to 34. . These results 28~
It was shown to improve by 42%.

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

第1図は繊維径をパラメータとした、AR値と
繊維長との関係を示す図、第2図は同じく繊維径
をパラメータとした、AR値と曲げ強度との関係
を示す図、である。
FIG. 1 is a diagram showing the relationship between AR value and fiber length using fiber diameter as a parameter, and FIG. 2 is a diagram showing the relationship between AR value and bending strength using fiber diameter as a parameter.

Claims (1)

【特許請求の範囲】 1 単糸繊度が0.1〜1.8デニールで、長さが0.5〜
12mm、強度が11.2g/デニール以上、かつアスペ
クト比が100〜1200であるポリビニルアルコール
系合成繊維を補強材として0.05〜4%配合した繊
維強化水硬性成型品。 2 アスベストを0〜25%含有する特許請求の範
囲第1項記載の繊維強化水硬性成型品。 3 植物性繊維を0〜15%含有する特許請求の範
囲第1項または第2項記載の繊維強化水硬性成型
品。 4 ガラス繊維又は無機フイラーを0〜30%含有
する特許請求の範囲第1〜3項のいずれかに記載
の繊維強化水硬性成型品。
[Claims] 1. Single yarn fineness is 0.1 to 1.8 denier and length is 0.5 to 1.8 denier.
A fiber-reinforced hydraulic molded product containing 0.05-4% of polyvinyl alcohol synthetic fiber as a reinforcing material, with a diameter of 12 mm, a strength of 11.2 g/denier or more, and an aspect ratio of 100-1200. 2. The fiber-reinforced hydraulic molded product according to claim 1, which contains 0 to 25% asbestos. 3. The fiber-reinforced hydraulic molded product according to claim 1 or 2, which contains 0 to 15% vegetable fiber. 4. The fiber-reinforced hydraulic molded product according to any one of claims 1 to 3, containing 0 to 30% of glass fiber or inorganic filler.
JP6849282A 1982-04-22 1982-04-22 Fiber reinforced hydraulic moldings Granted JPS58185474A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6849282A JPS58185474A (en) 1982-04-22 1982-04-22 Fiber reinforced hydraulic moldings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6849282A JPS58185474A (en) 1982-04-22 1982-04-22 Fiber reinforced hydraulic moldings

Publications (2)

Publication Number Publication Date
JPS58185474A JPS58185474A (en) 1983-10-29
JPH0116784B2 true JPH0116784B2 (en) 1989-03-27

Family

ID=13375235

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6849282A Granted JPS58185474A (en) 1982-04-22 1982-04-22 Fiber reinforced hydraulic moldings

Country Status (1)

Country Link
JP (1) JPS58185474A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH660357A5 (en) * 1984-03-01 1987-04-15 Ametex Ag MIXING CONTAINING FIBER FIBERS FOR THE REINFORCEMENT OF MATERIALS.
JPS61160414A (en) * 1985-01-08 1986-07-21 Kuraray Co Ltd Extremely thin yarn of high-strength polyvinyl alcohol type and production thereof
JPS62113741A (en) * 1985-11-12 1987-05-25 吉野理化工業株式会社 Reinforced fiber mortar or concrete and manufacture
JPH09109129A (en) * 1995-10-18 1997-04-28 Asahi Concrete Works Co Ltd Perforated concrete product, its manufacturing method and its manufacturing apparatus, and punching mold for its manufacturing

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5761649A (en) * 1980-10-01 1982-04-14 Kuraray Co Cement-containing composition

Also Published As

Publication number Publication date
JPS58185474A (en) 1983-10-29

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