JPH0587460B2 - - Google Patents
Info
- Publication number
- JPH0587460B2 JPH0587460B2 JP62280392A JP28039287A JPH0587460B2 JP H0587460 B2 JPH0587460 B2 JP H0587460B2 JP 62280392 A JP62280392 A JP 62280392A JP 28039287 A JP28039287 A JP 28039287A JP H0587460 B2 JPH0587460 B2 JP H0587460B2
- Authority
- JP
- Japan
- Prior art keywords
- fibers
- cement
- film
- fiber
- molded product
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B16/00—Use 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
- C04B16/04—Macromolecular compounds
- C04B16/06—Macromolecular compounds fibrous
- C04B16/0616—Macromolecular compounds fibrous from polymers obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B16/0625—Polyalkenes, e.g. polyethylene
- C04B16/0633—Polypropylene
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)
Description
〔産業上の利用分野〕
本発明は幹枝形状のチヨツプドフイラメントタ
イプのポリプロピレン(PP)フイルム繊維で強
化されたセメント成形物、特に抄造、押出または
注形成形法で製造された厚さ20mm以下のセメント
成形物に関するものである。
〔従来の技術〕
従来より厚さの薄い例えば厚さ20mm以下のセメ
ント成形物の強化用繊維としてPP繊維が多く使
用されているが、従来より使用されているPP繊
維はその断面が円形または円形に近く、しかも表
面が平滑であり、通常アスペクト比が300以上の
繊維である(特開昭57−129861号公報参照)。
このような繊維は表面が平滑であるためにセメ
ント成形物形成中に滑脱し易く、またアスペクト
比が大きいためにセメントマトリツクス中に均一
に分散させることが非常に困難である。
このような従来のPP繊維に代るものとして軸
方向に延伸したPPフイルムを開裂(fibrillate)
し、適当な長さに幹繊維を切断した幹枝形状のチ
ヨツプドフイラメントタイプのPPフイルム繊維
が報告されている(英国特許第1130612号参照)、
また更に上記PPフイルムの表面を予めコロナ放
電処理し、更に界面活性剤を施して作られたチヨ
ツプドフイラメントタイプのPPフイルム繊維が
報告されている(米国特許第4261754号および第
4310475号参照)。
しかしながら上記英国特許第1130612号に記載
されているフイルム繊維はセメントマトリツクス
との密着性が充分でなく、米国特許第4261754号
および第4310475号に記載されたフイルム繊維は
上記英国特許のフイルム繊維を改良しているが、
これらに記載されているフイルム繊維は何れも幹
繊維の繊度が2〜35dtex(1.8〜31.5デニール)で
あり、アスペクト比がやはり300以上である。か
かるフイルム繊維の大きな特長は側面に枝毛
(fray)が存在することであり、この枝毛が強化
繊維として大きな効果を発揮するものであるが、
かかる形状のフイルム繊維では、繊度が2〜
35dtex、アスペクト比が300以上であるためセメ
ントマトリツクス中に均一に分散させることが容
易でなく、その分散性に問題があり、特殊な混和
材あるは分散剤例えばメチルセルロースまたはシ
リコーンオイル等の助けを借りなければ上記フイ
ルム繊維の特長を充分に発揮させることが難し
い。即ちこのような繊度およびアスペクト比のフ
イルム繊維を用いて作つたセメント成形物の諸強
度はバラツキが大きくなり、特に薄いセメント成
形物の場合均一強度のセメント成形物を得ること
が困難である。
〔発明が解決しようとする問題点〕
セメント成形物に対する繊維の強化効果は、一
般に使用する繊維自体の物理的および化学的特性
(例えば強伸度、弾性係数、セメントマトリツク
スとの密着性、耐アルカリ性)にもよるが、セメ
ントマトリツクスの全容積に占める繊維の容積分
率に大きく依存することは知られている。しかし
ながら同一容積分率でもセメントマトリツクス中
への繊維の分散の均一性と、分散した繊維の全表
面積の大きさに大きく依存する。
従つて同一容積分率で繊維の全表面積を大きく
して繊維の強化効果を図るため、一般に使用繊維
のアスペクト比を大きくすることが通念になつて
おり、このため前述した如く、アスペクト比が
300以上の繊維が使用されている。
しかしながらアスベスト比が大きくなればなる
程繊維はからみ易くなり、セメントマトリツクス
との〓混工程で塊即ちフアイバーボールが発生し
易くなり、セメントマトリクツス中での分散が不
均一になつてしまい、このため充分な容積分率と
してもセメント成形物に対する充分な強化効果が
得られず、またセメント成形物の諸強度のバラツ
キも大きくなる問題点を有していた。特に厚さの
薄いセメント成形物においては上記フアイバーボ
ールの生成および存在はセメント成形物の諸強度
を劣化させる。
本発明の目的は厚さの薄い例えば厚さ20mm以下
のセメント成形物をフイルム繊維で補強するに当
つて、幹枝形状のチヨツプドフイラメントタイプ
のPPフイルム繊維の形状、特に繊度およびアス
ペクト比を適切な範囲にすることによつて、上述
した分散性の改良を計り、セメント成形物の強度
を向上させることにある。
〔問題点を解決するための手段〕
本発明は強化繊維として、形状特性が
幹繊維の平均繊度:40〜60デニール
幹繊維のアスペクト比:40〜200
である幹枝形状のチヨツプドフイラメントタイプ
のPPフイルム繊維を0.3〜5.0容積%セメントに配
合して成形したセメント成形物にある。
本発明で使用する幹枝形状のチヨツプドフイラ
メントタイプのPPフイルム繊維を製造するに当
つては、公知の方法でPPフイルムを製造し、こ
のフイルムを軸方向に高度に熱延伸して厚さ25〜
35μのフイルムとし、これをポーキユパインロー
ラーを通して開裂させ、次いで切断することによ
つて作ることができる。
かかる繊維の製造法自体は前述した英国特許お
よび米国特許に記載されている。
本発明によれば、上述した幹枝形状のチヨツプ
ドフイラメントタイプのPPフイルム繊維を作る
ための高度に延伸されたフイルムは、
切断強度:50Kg/mm2以上
切断伸度:8%以下
弾性係数:1200Kg/mm2以上
の特性を有するフイルムを使用するとよい。
そもそもセメント成形物は、それに荷重が加わ
るとその応力がセメントマトリツクスを通して強
化繊維に伝達されるが、このとき上記PPフイル
ム繊維の切断強度が50Kg/mm2未満であると通常セ
メント成形物、特に薄いセメント成形物に要求さ
れる強度に達しないうちにセメント成形物が破断
してしまうことがあり好ましくない。またPPフ
イルム繊維の切断強度が50Kg/mm2以上であつて
も、切断伸度が8%を越えると、PPフイルム繊
維自体は切断しなくても伸びが大きいために製品
強度以下の低荷重で亀裂が発生し、事実上セメン
ト成形物の破壊に至ることがあり好ましくない。
また切断強度50Kg/mm2以上、切断伸度8%以下
でも、弾性係数が1200Kg/mm2以上でないと、負荷
における初期段階でのひび割れの防止が充分でな
く成形品の破断強度は向上しない。
本発明によれば上述した諸特性を有し、かつ厚
さが25〜35μのPPフイルムを次にポーキユパイン
ローラーに通して開裂分繊し、切断して
幹繊維の平均繊度:40〜60デニール
幹繊維のアスペクト比:40〜200
の幹枝状のチヨツプドフイラメントタイプのPP
フイルム繊維にする。
上記PPフイラメント繊維の長さは用途に最も
適した長さにすればよく、通常抄造成形では3〜
9mm、好ましくは約6mm、押出成形では通常3〜
15mm、好ましくは9〜12mm、注形成形では6〜18
mm、好ましくは12〜15mmが使用される。このた
め、本発明においても上記PPフイラメント繊維
としてはその幹繊維の長さが3〜18mmのものを使
用するとよい。
次に幹繊維の平均繊度とアスペクト比について
は、その繊維の分散性が良好であれば一般にアス
ペクト比が大きい方が強化性能は高くなる。しか
しながら実際にはアスペクト比が大きくなればな
る程その分散性は悪くなり、結果としてそれを用
いて作られたセメント成形物の所望の強度は得ら
れないことがある。
このため繊度が40デニールより小さい場合、ア
スペクト比が200を越えるようになると、繊維長
が20mmを越えてしまい通常の〓混作用で均一な分
散を得ることができない、また繊度が大きくアス
ペクト比が小さくなると分散は良くなるがPPフ
イルム繊維の強化性能が劣るようになる。また繊
度が60デニールよりも大きい場合、アスペクト比
が40より小さくなると繊維長は2mm以下になつて
しまい実質的な強化性能が得られなくなる。この
ため本発明では繊維長との関係から繊度40〜60デ
ニール、アスペクト比40〜200が好ましい範囲で
ある。
本発明によれば上述した幹枝形状のチヨツプド
フイラメントタイプのPPフイルム繊維を通常の
如くセメントマトリツクスと混合してセメント成
形物を形成する。このとき上記PPフイルム繊維
はセメントマトリツクスとの合計量に対して0.3
〜5.0容量%となるように配合する。配合方法は
周知の方法で行なうことができる。上記配合割合
が0.3容積%より少ないと実質的な強化効果が得
られず、また5.0容積%より多くなると分散が極
めて困難になり、従つて〓混時間も長くなつて実
用的でない。また完成したセメント成形物が多孔
質になつてセメント成形物の曲げ強度あるいは寸
法安定性も低下することがあるので好ましくな
い。
本発明において使用するPPフイルム繊維は、
前述した開裂分繊する前のフイルムの状態で常法
に従つてコロナ放電処理すると、セメントマトリ
ツクスとの密着性が向上するので好ましい。また
PPフイルム繊維とした後で界面活性剤例えばポ
リエチレングリコールアルキルエステル系のアニ
オン界面活性剤で処理すると、セメントマトリツ
クス中へのPPフイルム繊維の分散性を良くする
ので好ましい。
本発明に従つて、上述したPPフイルム繊維と
セメントマトリツクスの混合物からセメント成形
物を製造するに当つては抄造成形法、押出成形法
または注形成形法を使用できる。
なお上記PPフイルム繊維の外にセメント成形
物製造に通常使用される添加剤例えばパルプ等の
セルロース繊維、メチルセルロース、マイテイー
M−150(花王製品)等の硫動化剤を加えてもよ
い。
〔作用〕
厚さが通常20mm以下の薄いセメント成形物にお
いて、前述した本発明による幹枝形状のチヨツプ
ドフイラメントタイプのPPフイルム繊維を用い
ると、通常の〓混作用によつて上記PPフイルム
繊維はセメントマトリツクス中に短時間で極めて
容易に均一分散する。また〓混作用が行なわれて
いる間に上記PPフイラメント繊維は再解裂され
て表面積が増大する。このため強度特性の非常に
すぐれたセメント成形品が得られるようになる。
〔実施例〕
以下に実施例を挙げて本発明を説明する。
供試用の幹枝形状のチヨツプドフイラメントタ
イプのPPフイルム繊維の製造:
一般グレードのPP樹脂(MI:3.0)を、通常の
エクストルーダーのリングダイスを通して温度約
220℃、ブロー比1:1のインフレーシヨン法で
押し出し、空冷後180℃のホツトエアオーブンを
通して20倍に一軸延伸し、次に160℃のホツトエ
アオーブンを通してアニーリングをして厚さ30μ
のフイルムを作つた。
次に上記フイルムの表面に12KWの高電圧でコ
ロナ放電処理を施した後、ニードル密度が170
本/cm2、表面速度がフイルム速度の3倍、5倍お
よび7倍のポーキユパインローラーを1段、3段
および5段通しすることによつて開裂分繊し、最
後のポリオキシエチレングリコールエステル系界
面活性剤を付与したのち、カツトしてそれぞれ幹
繊維の長さが9mm,12mmおよび15mmのPPフイル
ム繊維とした。かくして作つたPPフイルム繊維
のそれぞれの繊度およびアスペクト比は各実施例
の表に示す。なおポーキユパインローラーの表面
速度および通し回数(段数)が増える程開裂分繊
度は細くなる。
実施例1および比較例1〜3
本実施例および比較例は抄造成形法によつて行
なつた。使用材料を下記に示す。
[Industrial Application Field] The present invention relates to cement moldings reinforced with trunk-branch shaped chopped filament type polypropylene (PP) film fibers, in particular 20 mm thick manufactured by papermaking, extrusion or cast molding methods. The present invention relates to the following cement molded products. [Conventional technology] PP fibers are often used as reinforcing fibers for cement moldings that are thinner than before, for example, 20 mm or less, but the PP fibers that have been used so far have circular or round cross sections. It is a fiber with a smooth surface and usually has an aspect ratio of 300 or more (see Japanese Patent Application Laid-Open No. 129861/1983). Since such fibers have a smooth surface, they easily slip off during the formation of a cement molding, and because of their large aspect ratio, it is very difficult to uniformly disperse them in a cement matrix. Fibrillate axially stretched PP films as an alternative to traditional PP fibers.
However, chopped filament type PP film fibers with trunk and branch shapes in which the trunk fibers are cut to appropriate lengths have been reported (see British Patent No. 1130612).
Furthermore, chopped filament type PP film fibers made by subjecting the surface of the above PP film to a corona discharge treatment and further applying a surfactant have been reported (U.S. Pat. Nos. 4,261,754 and 4,261,754).
(See No. 4310475). However, the film fibers described in the above British Patent No. 1130612 do not have sufficient adhesion to the cement matrix, and the film fibers described in U.S. Patent Nos. 4,261,754 and 4,310,475 do not have sufficient adhesion to the cement matrix. Although it has been improved,
All of the film fibers described in these documents have a main fiber fineness of 2 to 35 dtex (1.8 to 31.5 denier) and an aspect ratio of 300 or more. A major feature of such film fibers is the presence of split ends on the sides, and these split ends are highly effective as reinforcing fibers.
Film fibers with such a shape have a fineness of 2 to 2.
35dtex, its aspect ratio is over 300, so it is not easy to uniformly disperse it in the cement matrix, and there are problems with its dispersibility. Without this, it is difficult to fully utilize the features of the film fibers mentioned above. That is, the strengths of cement molded products made using film fibers having such fineness and aspect ratio vary widely, and it is difficult to obtain cement molded products with uniform strength, especially in the case of thin cement molded products. [Problems to be Solved by the Invention] The reinforcing effect of fibers on cement molded articles generally depends on the physical and chemical properties of the fibers themselves (e.g., strength and elongation, elastic modulus, adhesion to cement matrix, and durability). It is known that the fiber content depends greatly on the volume fraction of fibers in the total volume of the cement matrix. However, even the same volume fraction is highly dependent on the uniformity of the fiber dispersion in the cement matrix and on the total surface area of the dispersed fibers. Therefore, in order to strengthen the fiber by increasing the total surface area of the fiber at the same volume fraction, it is generally accepted to increase the aspect ratio of the fiber used.
Over 300 fibers are used. However, the higher the asbestos ratio, the more easily the fibers become entangled, and the easier it is to form lumps or fiber balls during the mixing process with the cement matrix, resulting in uneven dispersion in the cement matrix. Therefore, even if the volume fraction is sufficient, a sufficient strengthening effect on the cement molded product cannot be obtained, and furthermore, there has been a problem that variations in the various strengths of the cement molded product become large. Particularly in thin cement moldings, the formation and presence of fiber balls deteriorates the strength of the cement molding. The purpose of the present invention is to improve the shape, especially the fineness and aspect ratio, of chopped filament type PP film fibers in the trunk and branch shape when reinforcing thin cement moldings with a thickness of 20 mm or less, for example, with film fibers. By controlling the amount within an appropriate range, the above-mentioned dispersibility can be improved and the strength of the cement molded product can be improved. [Means for Solving the Problems] The present invention uses a chopped filament type reinforcing fiber having a trunk and branch shape, which has the following shape characteristics: Average fineness of trunk fiber: 40 to 60 denier Aspect ratio of trunk fiber: 40 to 200 It is a cement molded product made by mixing 0.3 to 5.0% by volume of PP film fibers with cement. In producing the trunk-branch shaped chopped filament type PP film fiber used in the present invention, a PP film is produced by a known method, and the film is highly hot stretched in the axial direction to achieve a thickness of twenty five~
It can be made by taking a 35μ film, tearing it through a porcupine roller, and then cutting. Methods for producing such fibers are themselves described in the UK and US patents mentioned above. According to the present invention, the highly stretched film for making the trunk-branch shaped chopped filament type PP film fiber has the following properties: Cutting strength: 50 Kg/mm2 or more Cutting elongation: 8% or less Elastic modulus : It is recommended to use a film with characteristics of 1200Kg/mm 2 or more. In the first place, when a load is applied to a cement molded product, the stress is transmitted to the reinforcing fibers through the cement matrix.At this time, if the cutting strength of the PP film fibers is less than 50 kg/ mm2 , the cement molded product, especially This is not preferable because the cement molded product may break before it reaches the strength required for a thin cement molded product. Furthermore, even if the cutting strength of the PP film fiber is 50Kg/mm2 or more , if the cutting elongation exceeds 8%, the PP film fiber itself will elongate significantly even without cutting, so a low load below the product strength will be applied. This is undesirable because cracks may occur, which may actually lead to the destruction of the cement molded product. Furthermore, even if the cutting strength is 50 Kg/mm 2 or more and the cutting elongation is 8% or less, unless the elastic modulus is 1200 Kg/mm 2 or more, cracking at the initial stage of loading will not be sufficiently prevented and the breaking strength of the molded product will not improve. According to the present invention, a PP film having the above-mentioned properties and having a thickness of 25 to 35μ is then passed through a porcupine roller to split, split, and cut to obtain an average fineness of main fibers of 40 to 60. Denier Trunk fiber aspect ratio: 40-200 Trunk-branch chopped filament type PP
Make it into film fiber. The length of the above-mentioned PP filament fibers can be set to the most suitable length for the purpose.
9 mm, preferably about 6 mm, usually 3 to 3 mm for extrusion molding
15mm, preferably 9-12mm, 6-18 for cast molding
mm, preferably 12-15 mm are used. For this reason, also in the present invention, it is preferable to use the PP filament fiber whose main fiber length is 3 to 18 mm. Next, regarding the average fineness and aspect ratio of the main fibers, if the fibers have good dispersibility, generally the larger the aspect ratio, the higher the reinforcing performance. However, in reality, the larger the aspect ratio, the worse the dispersibility, and as a result, the desired strength of a cement molded product made using it may not be obtained. For this reason, if the fineness is smaller than 40 denier and the aspect ratio exceeds 200, the fiber length will exceed 20mm and it will not be possible to obtain uniform dispersion through normal mixing. As it becomes smaller, the dispersion improves, but the reinforcing performance of the PP film fiber becomes inferior. Further, when the fineness is greater than 60 denier and the aspect ratio is less than 40, the fiber length becomes 2 mm or less, making it impossible to obtain substantial reinforcing performance. Therefore, in the present invention, the preferable ranges are a fineness of 40 to 60 deniers and an aspect ratio of 40 to 200 in view of the fiber length. According to the present invention, the above-mentioned chopped filament type PP film fibers having a trunk and branch shape are mixed with a cement matrix in the usual manner to form a cement molded product. At this time, the above PP film fiber is 0.3% of the total amount with the cement matrix.
Blend so that the amount is ~5.0% by volume. The compounding method can be carried out by a well-known method. If the above-mentioned blending ratio is less than 0.3% by volume, no substantial reinforcing effect can be obtained, and if it is more than 5.0% by volume, dispersion becomes extremely difficult and the mixing time becomes long, which is not practical. Further, the completed cement molded product becomes porous, which may reduce the bending strength or dimensional stability of the cement molded product, which is undesirable. The PP film fiber used in the present invention is
It is preferable to subject the film before the above-mentioned splitting and fibrillation to a corona discharge treatment according to a conventional method, since this improves the adhesion with the cement matrix. Also
It is preferable to treat the PP film fibers with a surfactant, such as an anionic surfactant such as polyethylene glycol alkyl ester, after forming the PP film fibers, since this improves the dispersibility of the PP film fibers into the cement matrix. According to the present invention, a paper molding method, an extrusion molding method or a casting molding method can be used to produce a cement molding from the above-described mixture of PP film fibers and cement matrix. In addition to the above-mentioned PP film fibers, additives commonly used in the production of cement moldings, such as cellulose fibers such as pulp, methyl cellulose, and sulfurizing agents such as Mighty M-150 (Kao product) may be added. [Function] When the trunk-branch shaped chopped filament type PP film fibers according to the present invention described above are used in a thin cement molding having a thickness of usually 20 mm or less, the PP film fibers are is very easily and uniformly dispersed in the cement matrix in a short period of time. Also, during the mixing process, the PP filament fibers are re-cleaved and the surface area increases. This makes it possible to obtain cement molded products with extremely excellent strength properties. [Example] The present invention will be described below with reference to Examples. Manufacture of chopped filament type PP film fiber with trunk and branch shape for test purposes: General grade PP resin (MI: 3.0) is passed through a ring die of a normal extruder at a temperature of approximately
It was extruded by the inflation method at 220°C and a blow ratio of 1:1, then air cooled, passed through a hot air oven at 180°C, uniaxially stretched 20 times, and then annealed through a hot air oven at 160°C to a thickness of 30 μm.
I made a film of. Next, the surface of the above film was subjected to corona discharge treatment at a high voltage of 12KW, and the needle density was 170.
film/cm 2 , and the surface speed is 3 times, 5 times, and 7 times the film speed.The final polyoxyethylene glycol After applying an ester surfactant, the fibers were cut into PP film fibers with trunk fiber lengths of 9 mm, 12 mm, and 15 mm, respectively. The fineness and aspect ratio of each of the PP film fibers thus produced are shown in the table for each example. Incidentally, as the surface speed of the porcupine roller and the number of passes (number of steps) increase, the degree of cleavage becomes finer. Example 1 and Comparative Examples 1 to 3 This Example and Comparative Examples were carried out by a paper forming method. The materials used are shown below.
【表】
通常の抄造成形法で使用される離解機(パルパ
ー)と全く同型の約500容量の実験用パルパー
を用いて、ローター/ステーター:0.8mm、ロー
ター回転数:600rpmなる条件のもとで、まずパ
ルパーに450Kgの水を入れ強化繊維の2.7Kgを混ぜ
て8分間攪拌した。次いで5.4Kgの石綿と1.4Kgの
パルプを混合して引続き7分間攪拌した。最後に
114.7Kgのセメントと10.8Kgのマイクロシリカを
投入してさらに5分間攪拌した。このようにして
出来たスラリーを通常使用されるハチエツク式抄
造機と全く同型の実験用抄造機で厚さ6mm、幅72
cm、長さ182cmの成形物(平板)に抄き上げた。
このときの成形物の容積に対する強化フイルム繊
維の容積分率は2%であつた。この抄造作業中、
パルパーと抄造槽の間でスラリーを循環させた。
抄き上げられた成形物を28日間自然養生したの
ち物性テストに供した。
上記セメント成形物の試験結果を表1に示す。
なお表1中比較例3は紡糸した一般PP繊維で繊
維長が6cmのものを使用した。[Table] Using an experimental pulper with a capacity of approximately 500, which is exactly the same type as the disintegrating machine (pulper) used in normal papermaking and forming methods, under the conditions of rotor/stator: 0.8 mm, rotor rotation speed: 600 rpm. First, 450 kg of water was put into a pulper, 2.7 kg of reinforcing fiber was mixed therein, and the mixture was stirred for 8 minutes. Then, 5.4Kg of asbestos and 1.4Kg of pulp were mixed and continued to be stirred for 7 minutes. lastly
114.7 kg of cement and 10.8 kg of microsilica were added and stirred for an additional 5 minutes. The slurry made in this way was processed into an experimental paper making machine that is exactly the same as the Hachietsu-type paper machine that is normally used, to a thickness of 6 mm and a width of 72 mm.
cm, and the length was 182 cm (flat plate).
At this time, the volume fraction of the reinforcing film fibers to the volume of the molded product was 2%. During this papermaking process,
Slurry was circulated between the pulper and the papermaking tank. After the molded product was naturally cured for 28 days, it was subjected to physical property tests. Table 1 shows the test results for the cement molded product.
In Table 1, Comparative Example 3 used spun general PP fibers with a fiber length of 6 cm.
【表】
実施例2および比較例4〜6
本実施例および比較例は押出成形法によつて行
なつた。使用材料を下記に示す。[Table] Example 2 and Comparative Examples 4 to 6 This example and comparative examples were carried out by extrusion molding. The materials used are shown below.
【表】
定量約30の実験用オムニミキサー(千代田技
研工業製)を用い、まずセメント15Kg、マイクロ
シリカ4.5Kg、水4.5Kg、マイテイー150 0.3Kgを投
入し300rpmで1分間練りこんだ。次にパルプ
0.21Kgを投入して1分間ねり込んだ。次に強化繊
維0.27Kgを投入して5分間ねりこみ、最後のケイ
砂#8を投入して2分間ねりこんでモルタルとし
た。次に、該モルタルを、通常使用されている押
出機と同型の実験用押出機(宮崎鉄工製)に投入
し、さらにねり込みながら厚さ10mm、幅316mmの
プレート状(平板)に押出し、長さ316mmに裁断
し、室内に24時間放置して硬化させた。このとき
の成形物の容積に対する強化フイルム繊維の容積
分率は2%であつた。このようにして成形したプ
レートを28日間自然養生したのち物性テストに供
した。
上記セメント成形物の試験結果を表2に示す。
なお表2中比較例6は紡糸した一般PP繊維で長
さが9cmのものを使用した。[Table] Using an experimental omnimixer (manufactured by Chiyoda Giken Kogyo Co., Ltd.) with a capacity of about 30, 15 kg of cement, 4.5 kg of micro silica, 4.5 kg of water, and 0.3 kg of Mighty 150 were first added and kneaded at 300 rpm for 1 minute. then pulp
0.21Kg was added and kneaded for 1 minute. Next, 0.27 kg of reinforcing fiber was added and kneaded for 5 minutes, and the final silica sand #8 was added and kneaded for 2 minutes to form a mortar. Next, the mortar was put into an experimental extruder (manufactured by Miyazaki Iron Works), which is the same type as a commonly used extruder, and was further rolled into a plate shape (flat plate) with a thickness of 10 mm and a width of 316 mm. It was cut into 316mm pieces and left indoors for 24 hours to harden. At this time, the volume fraction of the reinforcing film fibers to the volume of the molded product was 2%. The plates thus formed were naturally cured for 28 days and then subjected to physical property tests. Table 2 shows the test results for the cement molded product.
In Comparative Example 6 in Table 2, spun general PP fibers with a length of 9 cm were used.
【表】
実施例3および比較例7〜9
本実施例および比較例は注形成形法によつて行
なつた。使用材料を下記に示す。[Table] Example 3 and Comparative Examples 7 to 9 This Example and Comparative Examples were made by the casting method. The materials used are shown below.
【表】
容量約30の実験用オムニミキサーを用い、ま
ずセメント15Kg、ケイ砂#6 9Kg、マイテイー
150 0.15Kg、水6Kgを投入し300rpmで3分30秒
間ねりこんだ。次に強化繊維0.27Kgを投入しさら
に1分30秒間ねりこんだ。次に、該モルタルを深
さ10mm、タテ316mm、ヨコ316mmの形わくに流しこ
み、バイブレーター(林バイブレーター製)で約
3000回/分の振動を与えて振動成形したのち24時
間室内放置して硬化させた。このときの成形物の
容積に対する強化フイルム繊維の容積分率は2%
であつた。その後形わくから取り出し、このよう
にして成形した平板を28日間自然養生したのち、
物性テストに供した。
上記セメント成形物の試験結果を表3に示す。
なお比較例9は紡糸した一般PP繊維で長さが12
mmのものを使用した。[Table] Using an experimental omnimixer with a capacity of about 30, first mix 15 kg of cement, 9 kg of silica sand #6, and Mighty.
150 0.15 kg and 6 kg of water were added and kneaded at 300 rpm for 3 minutes and 30 seconds. Next, 0.27 kg of reinforcing fiber was added and kneaded for another 1 minute and 30 seconds. Next, pour the mortar into a 10mm deep, 316mm vertically, 316mm horizontally, and use a vibrator (manufactured by Hayashi Vibrator) to approx.
After vibration molding was performed by applying vibrations of 3000 times/min, the material was left indoors for 24 hours to harden. At this time, the volume fraction of the reinforcing film fibers to the volume of the molded product was 2%.
It was hot. After that, the plate was removed from the mold and left to naturally cure for 28 days.
It was subjected to physical property tests. Table 3 shows the test results for the cement molded product.
Comparative Example 9 is a spun general PP fiber with a length of 12
mm was used.
上記各実施例および比較例のデータから明らか
なように本発明によるセメント成形品はフアイバ
ーボール発生数が少なく、曲げ強度および衝撃強
度においてすぐれている。
As is clear from the data of the above Examples and Comparative Examples, the cement molded product according to the present invention has a small number of fiber balls and is excellent in bending strength and impact strength.
Claims (1)
のポリプロピレンフイルム繊維を0.3〜5.0容積%
セメントマトリツクスに配合して成形したことを
特徴とするセメント成形物。 2 ポリプロピレンフイルム繊維の幹繊維の長さ
が3〜18mmである特許請求の範囲第1項記載のセ
メント成形物。 3 ポリプロピレンフイルム繊維の厚さが25〜
35μである特許請求の範囲第1項記載のセメント
成形物。 4 ポリプロピレンフイルム繊維が、軸方向に延
伸され、コロナ放電処理および界面活性剤処理さ
れた下記特性 切断強度:50Kg/mm2以上 切断伸度:8%以下 弾性係数:1200Kg/mm2以上 を有するポリプロピレンフイルムから作られた特
許請求の範囲第1項、第2項または第3項記載の
セメント成形物。 5 セメント成形物の厚さが20mm以下である特許
請求の範囲第1項〜第4項の何れかに記載のセメ
ント成形物。[Scope of Claims] 1. As reinforcing fibers, chopped filament type polypropylene film fibers in a trunk/branch shape having the following shape characteristics: Average fineness of trunk fibers: 40 to 60 denier Aspect ratio of trunk fibers: 40 to 200 0.3 ~5.0 volume%
A cement molded product characterized by being mixed into a cement matrix and molded. 2. The cement molded article according to claim 1, wherein the length of the main fiber of the polypropylene film fiber is 3 to 18 mm. 3 Thickness of polypropylene film fiber is 25~
The cement molded article according to claim 1, which has a diameter of 35μ. 4 Polypropylene film fibers are axially stretched, corona discharge treated and surfactant treated and have the following properties: Cutting strength: 50 Kg/mm 2 or more Cutting elongation: 8% or less Elastic modulus: 1200 Kg/mm 2 or more A cement molded article according to claim 1, 2 or 3 made from a film. 5. The cement molded product according to any one of claims 1 to 4, wherein the cement molded product has a thickness of 20 mm or less.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28039287A JPH01122943A (en) | 1987-11-06 | 1987-11-06 | Polypropylene film fiber-reinforced cement formed product |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP28039287A JPH01122943A (en) | 1987-11-06 | 1987-11-06 | Polypropylene film fiber-reinforced cement formed product |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01122943A JPH01122943A (en) | 1989-05-16 |
| JPH0587460B2 true JPH0587460B2 (en) | 1993-12-16 |
Family
ID=17624385
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP28039287A Granted JPH01122943A (en) | 1987-11-06 | 1987-11-06 | Polypropylene film fiber-reinforced cement formed product |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01122943A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ATE244211T1 (en) * | 1998-04-13 | 2003-07-15 | Kuraray Co | REINFORCEMENT MATERIAL FOR KNEADED AND SHAPED HYDRAULIC MATERIAL AND KNEADED AND SHAPED ARTICLE |
| ATE307786T1 (en) * | 2001-09-10 | 2005-11-15 | 3M Innovative Properties Co | FIBER REINFORCED CEMENT COMPOSITES |
| JP2010031642A (en) * | 2009-11-04 | 2010-02-12 | Kurabo Ind Ltd | Building accessory |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1130612A (en) * | 1966-08-15 | 1968-10-16 | Shell Int Research | The manufacture of a water-hardenable mass; the manufacture of articles therefrom; and the resulting articles and use thereof |
| JPS5230968A (en) * | 1975-08-26 | 1977-03-09 | Hosokawa Funtai Kogaku Kenkyusho:Kk | Continous mixing apparatus of particulate body |
| SE7805109L (en) * | 1977-05-05 | 1978-11-06 | Eternit Fab Dansk As | FIBER REINFORCED CONSTRUCTION PRODUCTS |
| JPS62223046A (en) * | 1986-03-20 | 1987-10-01 | 松下電工株式会社 | Manufacture of cementitious hardened body |
-
1987
- 1987-11-06 JP JP28039287A patent/JPH01122943A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01122943A (en) | 1989-05-16 |
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