JPS59198108A - Fiber reinforced cement product - Google Patents

Fiber reinforced cement product

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Publication number
JPS59198108A
JPS59198108A JP7428583A JP7428583A JPS59198108A JP S59198108 A JPS59198108 A JP S59198108A JP 7428583 A JP7428583 A JP 7428583A JP 7428583 A JP7428583 A JP 7428583A JP S59198108 A JPS59198108 A JP S59198108A
Authority
JP
Japan
Prior art keywords
fiber
bundled
wire
long
reinforced 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.)
Pending
Application number
JP7428583A
Other languages
Japanese (ja)
Inventor
奈須 兼隆
坂田 靖弘
大吉 末松
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP7428583A priority Critical patent/JPS59198108A/en
Publication of JPS59198108A publication Critical patent/JPS59198108A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、枠体に長繊維線を張設させて得た繊維枠体を
内蔵させた繊維補強セメント製品に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a fiber-reinforced cement product having a built-in fiber frame obtained by stretching long fiber lines in the frame.

従来、本出願人において繊維枠体を内蔵させた繊維補強
セメント製品の提案をいくつか行なってきた。
In the past, the present applicant has proposed several fiber-reinforced cement products incorporating fiber frames.

この場合、複数の長繊維単線を単に束ねた長繊維複線と
して枠体に張設したものである。このように長塚維単線
を単に束ねて複線としたまま張設すると以下に述べるよ
うな問題点があった。
In this case, a plurality of long fiber single wires are simply bundled together as a long fiber double wire and stretched on a frame. If the Nagatsuka fiber single wires were simply bundled together to form a double wire and stretched, the following problems occurred.

第1図から第3図までは長繊維単線を単に束ねて長繊維
複線として枠体に張設した場合の長繊維単線の状態を示
す。第1図は長繊維複線の平面図、第2図は同断面図、
第3図は同側面図を示す。
FIGS. 1 to 3 show the state of a long fiber single wire when the long fiber single wire is simply bundled and stretched on a frame as a long fiber double wire. Figure 1 is a plan view of a long fiber double wire, Figure 2 is a cross-sectional view of the same,
FIG. 3 shows the same side view.

図において、2′は長繊維複線で長繊維単線3を単に束
ねたものである。3は長繊維単線で、一本一本が独立し
バラバラになっている。4は空隙で長繊維単線3相互間
の間隙である。枠体間に張設された長繊維単線3は個々
に独立しているため各長繊維単線3の張り具合は多様で
ある。従って、長繊維単線3相互間では張りが一定せず
張りムラを生じている。こうした張リム2に応じてセメ
ントペーストが付着するためこのペーストの付着状態に
もム2が生じ、繊維補強セメント製品の強度にバラツキ
を生じていた。
In the figure, reference numeral 2' denotes a long fiber double wire, which is simply a bundle of long fiber single wires 3. 3 is a long fiber single wire, each strand is independent and separate. Numeral 4 denotes a void, which is a gap between the long fiber single wires 3. Since the long fiber single wires 3 stretched between the frames are each independent, the tension of each long fiber single wire 3 varies. Therefore, the tension between the long fiber single wires 3 is not constant, resulting in uneven tension. Since the cement paste adheres in accordance with the tension rim 2, the adhesion state of this paste also causes a bulge 2, which causes variations in the strength of the fiber-reinforced cement product.

更に、長繊維複線iは長繊維率@3を単に束ねただけで
あるため、長繊維複線iの集束状態では表面が平滑のま
まとなり、この平滑表面の上にセメントペーストが単に
付着しているにすぎないものであった。高張力を有する
長繊維率i1i!3であっても付着が充分でないとその
効果を発揮しない。
Furthermore, since the long fiber double wire i is simply a bundle of long fiber ratio @3, the surface of the long fiber double wire i remains smooth in the bundled state, and the cement paste is simply adhered onto this smooth surface. It was nothing more than a . Long fiber ratio i1i with high tension! Even if it is 3, the effect will not be exhibited unless the adhesion is sufficient.

従って、長繊維複線2′の表面が凹凸状態になれば繊維
補強セメント製品の強度が向上するのである。
Therefore, if the surface of the long fiber double wire 2' becomes uneven, the strength of the fiber-reinforced cement product will be improved.

又、長繊維単線3を単に束ねた長繊維複線iは第2図に
示すように多くの空11i4が存在しているため長繊維
複線2′の断面は粗になっている。こうした粗の状態を
密にして長繊維単線3をより多くセメント製品の中へ含
有させればそれだけ強度は向上するのである。このよう
な点に鑑み本発明では張りムラをなくシ、長繊維複線に
対してセメントペーストを一様に付着させ繊維補強セメ
ント製品の強度バラツキをなくシ、又、長繊維複線表面
の付着力を憎したり、長繊維単線相互間を密にして長繊
維単線量を増したりして繊維補強セメント製品の強度を
向上させることを目的とする。
Further, as shown in FIG. 2, the long fiber double wire i, which is simply a bundle of long fiber single wires 3, has many voids 11i4, so that the cross section of the long fiber double wire 2' is rough. The stronger the cement product, the more the long fiber single wires 3 are incorporated into the cement product by changing the coarse state to a denser state. In view of these points, the present invention eliminates tension unevenness, uniformly adheres cement paste to long fiber double wires, eliminates strength variations in fiber-reinforced cement products, and improves adhesion on the surface of long fiber double wires. The purpose is to improve the strength of fiber-reinforced cement products by increasing the amount of single long fibers by increasing the distance between the single long fibers and increasing the amount of single long fibers.

即ち、これらの目的を達成するために本発明の繊維補強
セメント製品は、複数本の長繊維単線をからめて一本の
からめ集束繊維線を形成し、前記からめ集束繊維線を枠
体虻張設させて得た繊維枠体を内蔵させることとする。
That is, in order to achieve these objects, the fiber-reinforced cement product of the present invention involves entangling a plurality of single long fibers to form a single entwined bundled fiber line, and stretching the entwined bundled fiber line around a frame body. The fiber frame obtained by this process is incorporated.

以下、本発明の実施例を図により詳細例説明する。Hereinafter, embodiments of the present invention will be explained in detail with reference to the drawings.

第4図は本発明の繊維補強セメント製品の実施例を示す
FIG. 4 shows an embodiment of the fiber-reinforced cement product of the present invention.

図において1は平板状をした#&紐補強セメント製品、
2はからめ集束矛べ紐線で、複数本の長繊維単線3がか
らめられて一本の線を形成している。4は繊維枠体で枠
体5にからめ集束繊維線2が張設されている。6はコン
クリートで、繊維枠体4を型枠にセットした後打設する
In the figure, 1 is a #& string reinforced cement product in the form of a flat plate.
Reference numeral 2 denotes a tangled bundled spear wire, in which a plurality of long fiber single wires 3 are entwined to form a single wire. Reference numeral 4 denotes a fiber frame body, and the entwined bundled fiber wire 2 is stretched around the frame body 5. 6 is concrete, which is poured after the fiber frame body 4 is set in the formwork.

次に、第5図は前記繊維補強セメント製品に内蔵させる
からめ集束繊維線2の一例である捩り集束繊維線2aを
示し、第6図はからめ集束繊維線2の他の例である捩り
集束繊維線2bを示す、第7図及び第8図も同様にから
め集束繊維線2の更に他の例である三つ組集束繊維線2
C及び撚り集束繊維#i!2 dを示す。
Next, FIG. 5 shows a twisted bundled fiber wire 2a which is an example of the tangled bundled fiber wire 2 incorporated in the fiber-reinforced cement product, and FIG. 6 shows a twisted bundled fiber wire 2a which is another example of the tangled bundled fiber wire 2. Similarly, FIGS. 7 and 8 showing the line 2b also show a triad bundled fiber wire 2 which is still another example of the entwined bundled fiber wire 2.
C and twisted bundled fiber #i! 2d is shown.

第5図に示すからめ集束繊維線2はガラス長線維lIj
!3を単に束ねたガラス長繊維複+1!2′を捩って捩
り集束繊維線2aK形成させたものである。
The twisted fiber bundle 2 shown in FIG. 5 is made of long glass fibers lIj.
! A twisted bundled fiber wire 2aK is formed by twisting long glass fibers +1!2' which are simply bundled together.

従って、捩り集束繊維線2aを枠体5に張設させ、繊維
枠体4として内蔵させた繊維補強セメント製品1では次
のような効果を奏する。
Therefore, the fiber-reinforced cement product 1 in which the twisted bundled fiber wires 2a are stretched over the frame 5 and incorporated as the fiber frame 4 has the following effects.

ガラス長繊維単線3を単に束ねた長繊維複数iを捩って
一本の捩り集束繊維線2aとしたため、個々のガラス長
繊維単線3の張りは一本の捩り集束繊維線2aとしての
張りに統一されるので張りムラがなくなり、セメントペ
ーストの付着が一様罠なって繊維補強セメント製品lの
強度のバラツキがなくなる〇 更ll?:17j!り集束繊維m2aの表面は捩り忙よ
ちて凹凸形状を生じ、セメントペーストとの摩擦力が大
きくなって付着が増すことから繊維補強セメント製品l
の強度が向上する。又、長繊維複線2′を捩っているた
めガラス長繊維単線3相互間が密になり、多量のガラス
長繊維線3を有効に内蔵させることができるため繊維補
強セメント製品10強度を向上させることもできる。
Since the plurality of long fibers i obtained by simply bundling the single glass fibers 3 are twisted to form a single twisted bundled fiber line 2a, the tension of each single glass single fiber 3 is the same as that of a single twisted bundled fiber line 2a. Since it is unified, there will be no uneven tension, and the adhesion of cement paste will be uniform, which will eliminate variations in the strength of fiber reinforced cement products. :17j! The surface of the bundled fibers m2a is twisted, creating an uneven shape, which increases the frictional force with the cement paste and increases adhesion, resulting in fiber-reinforced cement products.
strength is improved. In addition, since the long fiber double wires 2' are twisted, the distance between the long glass fiber single wires 3 becomes dense, and a large amount of glass long fiber wires 3 can be effectively incorporated, thereby improving the strength of the fiber reinforced cement product 10. You can also do that.

第6図に示すからめ集束繊維線2は、ガラス長繊維単線
3を単に束ねた2本の長繊維複線iを捩って一本の捩り
集束繊維線2bとしたため、捩り集束kI&#線2aと
同様に個々のガラス長繊維単線3の単独の張りはなくな
り、捩り集束繊維線2b一本の張りになる。捩り集束褪
紐線2bの周囲にセメントペーストが一様に付着し繊維
補強セメント製品1の強度のバラツキがなくなる。又、
捩り集束繊維線2bの表面は捩りによって凹凸が形成さ
れ、セメントペーストとの付着強度が増し繊維補強セメ
ン)l1品1の強度が向上する。
The twisted bundled fiber wire 2 shown in FIG. 6 is created by twisting two long fiber double wires i, which are simply bundled glass long fiber single wires 3, to form a single twisted bundled fiber wire 2b. Similarly, the tension of each individual long glass fiber single wire 3 disappears, and the tension of a single twisted bundled fiber wire 2b is created. Cement paste is uniformly adhered around the torsionally focused frayed string line 2b, and variations in strength of the fiber reinforced cement product 1 are eliminated. or,
The surface of the twisted fiber-reinforced fiber wire 2b is unevenly formed by twisting, thereby increasing the adhesion strength with the cement paste and improving the strength of the fiber-reinforced cement product 1.

第7図に示すからめ集束繊維線2は、ガラス長繊維単線
3を単に束ねた3本の長繊維複線2′を組んで一本の三
つ組み集束繊維線2cとしたため繊維補強セメント製品
1の強度のバラツキがなくなるとともに強度が向上する
The Karame bundled fiber wire 2 shown in FIG. 7 has the strength of the fiber-reinforced cement product 1 because it combines three long fiber double wires 2', which are simply bundled glass long fiber single wires 3, into one triple bundled fiber wire 2c. The strength is improved as well as the dispersion is eliminated.

第8図に示すからめ集束繊維m2は、ガラス長繊維単線
3を単に束ねた2本の長繊維複線(%/を撚り合わせた
撚り集束繊維線2dとしたもので同様に繊維補強セメン
ト製品lの強度のバラツキがなくなるとともに強度が向
上する。尚、2d’。
The Karame bundled fibers m2 shown in FIG. The variation in strength is eliminated and the strength is improved. Note that 2d'.

2Jは捩り部分である。2J is a twisted portion.

ここで本発明においてからめるとは、複数本の長繊維単
線を撚りたり、組んだり、捻ったり編んだり、捩ったり
することをいう。からめ集束繊維線とは複数本の長繊維
単線をからめて一本に集束させた繊維線をいう。長繊維
単線の種類はガラス繊維(耐アルカリ性ガラス繊維)、
炭素繊維、合成繊維(ケブラー;デュポン社商標)、そ
の他の張設可能な化学繊維なら何でもよい。
In the present invention, entwining refers to twisting, braiding, twisting, knitting, or twisting a plurality of long fiber single wires. Tangled bundled fiber wire refers to a fiber wire in which multiple single long fibers are entwined and bundled into one. Types of long fiber single wire are glass fiber (alkali-resistant glass fiber),
Any carbon fiber, synthetic fiber (Kevlar; DuPont trademark), or other stretchable chemical fiber may be used.

以上、本発明のいくつかの実施例について図により説明
したが、本発明の具体的構成は上記実施例に限定される
ものではない。実施例での繊維補強セメント製品は平板
状としているが、円形状、四角形状、U形状、L形状、
その他どんな形状になっていてもよい。
Although several embodiments of the present invention have been described above with reference to the drawings, the specific configuration of the present invention is not limited to the above embodiments. Although the fiber-reinforced cement products in the examples are flat, they can also be circular, square, U-shaped, L-shaped,
It may have any other shape.

第6図に示した捩り集束繊維線2bは2本の長繊維ba
2′を捩っているが、3本以上の長繊維複線2を捩って
もよい。
The twisted bundled fiber wire 2b shown in FIG. 6 has two long fibers ba.
Although the wires 2' are twisted, three or more long fiber double wires 2 may be twisted.

三つ組集束繊維線3cは3本の長繊維複線2′を組んで
いるが4本以上の長繊維複線2′を組んでもよい。
Although the triple bundled fiber wire 3c is composed of three long fiber double wires 2', four or more long fiber double wires 2' may be assembled.

撚り集束繊維線3dは、2本を撚っているが3本以上を
撚ってもよい。
Two of the twisted bundled fiber wires 3d are twisted, but three or more may be twisted.

以上説明したように本発明によれば複数本の長繊維単線
をからめて一本のからめ集束繊維線を形成させ、これを
枠体に張設させ内蔵させたため繊維補強セメント製品は
強度がパランかず品質管理が一定するとともに、からめ
集束繊維線表面に凹凸が生じ付着力が増し、繊維補強セ
メント製品の強度が向上する。又、からませることによ
り長繊維単線相互間を密にして多量の長繊維単線を含有
させることができ、強度を抜群に大きくすることができ
る。
As explained above, according to the present invention, a plurality of single long fibers are intertwined to form a single intertwined bundled fiber wire, which is stretched and built into the frame, so that the fiber-reinforced cement product has no strength. In addition to consistent quality control, irregularities are created on the surface of the entangled fiber wires, increasing adhesion and improving the strength of fiber-reinforced cement products. In addition, by entangling the long fiber single wires, the distance between the long fiber single wires can be increased, a large amount of long fiber single wires can be contained, and the strength can be extremely increased.

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

第1図は長繊維複線の平面図、第2図は同断面図、第3
図は同側面図、第4図は本発明の実施例である繊維補強
セメント製品の切欠斜視図、第5図、第6図、第7図、
第8図はそれぞれからめ集束繊維線を示す図である。 1・・・繊維補強セメント製品 2・・・からめ集束繊維線 2a * 2b・・・捩り集束繊維線 2c・・・三つ組み集束繊維線 2d・・・撚り集束繊維線 2′・・・長繊維複線 3・・・長繊維単線 4・・・繊維枠体 5・・・枠体 6・・・コンクリート 特許出願人 末  松    大  吉 3 4 第2図 第4図 7−1:≧へ、  7土 2′6
Figure 1 is a plan view of a long fiber double wire, Figure 2 is a cross-sectional view of the same, Figure 3
The figures are the same side view, FIG. 4 is a cutaway perspective view of a fiber-reinforced cement product according to an embodiment of the present invention, FIGS. 5, 6, 7,
FIG. 8 is a diagram showing each entwined bundled fiber line. 1...Fiber-reinforced cement product 2...Tangled bundled fiber wire 2a*2b...Twisted bundled fiber wire 2c...Triple bundled fiber wire 2d...Twisted bundled fiber wire 2'...Long fiber Double track 3...Long fiber single wire 4...Fiber frame 5...Frame 6...Concrete Patent applicant: Daikichi Matsu 3 4 Figure 2 Figure 4 Figure 7-1: ≧, 7 soil 2'6

Claims (1)

【特許請求の範囲】[Claims] /)複数本の長繊維単線をからめて一本のからめ集束繊
維線を形成し、前記からめ集束繊維線を枠体に張設させ
て得た繊維枠体を内蔵させることを特徴とする繊維補強
セメント製品。
/) A fiber reinforcement characterized in that a plurality of single long fibers are entwined to form a single entwined bundled fiber line, and a fiber frame obtained by stretching the entwined bundled fiber line on a frame is incorporated. cement products.
JP7428583A 1983-04-26 1983-04-26 Fiber reinforced cement product Pending JPS59198108A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7428583A JPS59198108A (en) 1983-04-26 1983-04-26 Fiber reinforced cement product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7428583A JPS59198108A (en) 1983-04-26 1983-04-26 Fiber reinforced cement product

Publications (1)

Publication Number Publication Date
JPS59198108A true JPS59198108A (en) 1984-11-09

Family

ID=13542694

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7428583A Pending JPS59198108A (en) 1983-04-26 1983-04-26 Fiber reinforced cement product

Country Status (1)

Country Link
JP (1) JPS59198108A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62160347A (en) * 1986-01-07 1987-07-16 大成建設株式会社 Floor reinforcing plate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62160347A (en) * 1986-01-07 1987-07-16 大成建設株式会社 Floor reinforcing plate
JPH0430497B2 (en) * 1986-01-07 1992-05-21

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