JPS59158215A - Fiber frame structure in fiber reinforced cement product - Google Patents
Fiber frame structure in fiber reinforced cement productInfo
- Publication number
- JPS59158215A JPS59158215A JP3423383A JP3423383A JPS59158215A JP S59158215 A JPS59158215 A JP S59158215A JP 3423383 A JP3423383 A JP 3423383A JP 3423383 A JP3423383 A JP 3423383A JP S59158215 A JPS59158215 A JP S59158215A
- Authority
- JP
- Japan
- Prior art keywords
- fiber
- frame
- wire group
- reinforced cement
- group surface
- 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
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- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
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】
本発明は枠体に繊維線を張設させて得た繊維枠体を内蔵
した繊維補強セメント製品における維補枠構造に関する
。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a fiber-reinforced frame structure in a fiber-reinforced cement product that incorporates a fiber frame obtained by stretching fiber wires in the frame.
従来、繊維の一軸千行配向技術を容易にするため、枠体
に繊維線を張設させて得た繊維枠体を内蔵した繊維補強
セメント製品の提案を既に行なっている。しかしこの提
案は製品の厚み方向へは繊維補強がなされていないもの
であった。Conventionally, in order to facilitate the uniaxial and 1000 line orientation technology of fibers, a fiber-reinforced cement product has already been proposed that incorporates a fiber frame obtained by stretching fiber wires in the frame. However, this proposal did not provide fiber reinforcement in the thickness direction of the product.
本発明では繊維補強セメント製品が更により一層の強度
を得るべく、従来のもOK比較し厚み方向の繊維補強効
果を得るために改良を加えた繊維枠構造を提供すること
を目的とする。An object of the present invention is to provide a fiber frame structure which is improved to obtain a fiber reinforcement effect in the thickness direction, compared with the conventional structure, in order to obtain even greater strength in fiber reinforced cement products.
即ち、この目的を達成するだめに本発明の繊維補強セメ
ント製品における繊維枠構造は、所望の形状の枠体に繊
維線を張設させて得た繊維枠体を内蔵した繊維補強セメ
ント製品において、前記繊維枠体を、本体繊維線群面と
、同繊維線群面に直交して一体的に連設した補強繊維線
群面と、から構成させることとした。That is, in order to achieve this object, the fiber frame structure of the fiber reinforced cement product of the present invention is a fiber reinforced cement product incorporating a fiber frame obtained by stretching fiber wires on a frame of a desired shape. The fiber frame is configured to include a main fiber wire group surface and a reinforcing fiber wire group surface integrally arranged in a row orthogonal to the fiber wire group surface.
従って、本発明では本体繊維線群面と、同繊維線群面に
直交して一体的に連設した補強繊維線群面とを有する繊
維枠構造であるため、外力に対して本体繊維線群面のも
つ従来の平面的補強効果に1更に補強繊維線群面の立面
的補強効果を奏する。Therefore, in the present invention, since the fiber frame structure has a main fiber wire group surface and a reinforcing fiber wire group surface that is integrally connected orthogonal to the fiber wire group surface, the main fiber wire group In addition to the conventional planar reinforcing effect of the surface, the reinforcing fiber wire group surface also has a vertical reinforcing effect.
ここで本発明における繊維線とは、所要の間隔を張設す
るに足りる最低限の長さ、1回又は複数回捲回するに足
りる最低限の長さ、その他とにかく張設することができ
る長さを有する繊維をいう。Here, the fiber wire in the present invention refers to the minimum length that is sufficient to stretch the required spacing, the minimum length that is sufficient to be wound once or multiple times, and any other length that can be stretched. refers to fibers that have a
例えばガラス繊維であればストランド、ロービングのよ
うなものをいう。For example, in the case of glass fiber, it refers to things like strands and rovings.
張設とは、繊維線を枠体に捲張したり、はさめたり、ひ
っかけたり、結んだり、接着したり、その他の方法にて
枠体に繊維線をビンと張った状態、あるいは少々ゆるく
張った状態にとめることを意味する。とにかく少なくと
も2本の枠体間に繊維線が渡された状態をいう。Stretching refers to the state in which the fiber wire is stretched around the frame by winding, sandwiching, hooking, tying, gluing, or other methods, or the state in which the fiber wire is stretched tightly around the frame, or the fiber wire is stretched slightly around the frame. It means to hold it in a tensioned state. In any case, it refers to a state in which the fiber wire is passed between at least two frames.
以下、本発明の実施例をあげて詳細に説明する。Hereinafter, the present invention will be described in detail by way of examples.
なお、各実施例を説明するKあたって同一構成部分につ
いて便宜上図面の符号を同一にした。In the description of each embodiment, the same reference numerals are used for the same components in the drawings for convenience.
第1図は本発明の第一実施例である繊維枠体Aを示し、
第2図は同繊維枠体を内蔵する繊維補強セメント製品の
切欠斜視図を示す。第1図と第2図において、Aは繊維
枠体、1は枠体、2は炭素繊維線、3は本体炭素繊維線
群面、4は補強炭素繊維線群面、5は繊維補強セメント
製品(側溝蓋)を示す。枠体1は枠材1a+1b+1c
+ld+1eplf・・・・・ から成る。枠材1aK
は短枠材1al+Ia2+1a3+1a4+1a5+’
la6が垂直に設けられ、又、枠材1bには短枠材1b
1 l 1b2+1b3 .1b4+1b5+1b6
が垂直に設けられている。繊維枠体Aは、枠材1aと枠
材1bの間及び枠材1dと枠材1eの間忙それぞれ張設
°された炭素繊維線2の集合面である本体炭素繊維線群
面3と、短枠材1a1とlbl、1a2とzb2.1a
3と1 b 3・−−−−1cそれぞれ張設された炭素
繊維線2の集合面である補強炭素R維線群面4と、を備
え、かつ各補強炭素繊維線群面4が本体炭素繊維線群面
3と直交した構造となっている。この場合実施例では本
体炭素繊維線群面3と直交した補強炭素繊維線群面4が
6枚設けられている。FIG. 1 shows a fiber frame A which is a first embodiment of the present invention,
FIG. 2 shows a cutaway perspective view of a fiber-reinforced cement product incorporating the same fiber frame. In Figures 1 and 2, A is a fiber frame, 1 is a frame, 2 is a carbon fiber wire, 3 is a main carbon fiber wire group surface, 4 is a reinforced carbon fiber wire group surface, and 5 is a fiber reinforced cement product. (Gutter cover) is shown. Frame 1 is frame material 1a+1b+1c
It consists of +ld+1eplf... Frame material 1aK
is short frame material 1al+Ia2+1a3+1a4+1a5+'
la6 is provided vertically, and the short frame material 1b is provided on the frame material 1b.
1 l 1b2+1b3. 1b4+1b5+1b6
is installed vertically. The fiber frame A has a main carbon fiber wire group surface 3 which is a collection surface of carbon fiber wires 2 stretched between the frame materials 1a and 1b and between the frame materials 1d and 1e, respectively; Short frame materials 1a1 and lbl, 1a2 and zb2.1a
3 and 1b 3・----1c each has a reinforcing carbon R fiber group surface 4 which is a gathering surface of stretched carbon fiber wires 2, and each reinforcing carbon fiber group surface 4 is a main body carbon It has a structure perpendicular to the fiber line group plane 3. In this case, in this embodiment, six reinforcing carbon fiber wire group surfaces 4 that are orthogonal to the main carbon fiber wire group surface 3 are provided.
従ってこのような構成にしたために繊維枠体Aを内蔵す
る繊維補強セメント判品5i1.第2図に示すよ−うに
外力PK対して、本体炭素繊維線群面3の平面的な補強
効果に加え、補強繊維線群面4の立面的な補強効果のた
めに抜群に強度が向上したものになる。Therefore, because of this configuration, fiber-reinforced cement size product 5i1. As shown in Fig. 2, in response to external force PK, in addition to the planar reinforcing effect of the carbon fiber wire group surface 3 of the main body, the strength is significantly improved due to the vertical reinforcing effect of the reinforcing fiber wire group surface 4. It becomes what it is.
繊維枠体Aの用途としては、補強繊維線群面4が補強セ
メント製品5の厚み方向と平イヰして内蔵されることに
より立面的補強効果を発揮する製品。The fiber frame A is used as a product in which the reinforcing fiber wire group surface 4 is built in parallel to the thickness direction of the reinforcing cement product 5, thereby exerting a vertical reinforcing effect.
例、えば実施例に示した側溝蓋の他に、カーテンウオー
ル、パネル、床板等に用いることができる。For example, in addition to the gutter covers shown in the examples, it can be used for curtain walls, panels, floorboards, etc.
@3図は本発明の第二実施例である繊維枠体Bを示し、
第4図は同繊維枠体を内蔵する繊維補強セメント製品の
切欠斜視図を示す。第3図と第4図において、Bは繊維
枠体、lけ枠体、2I′iガラス緘維線、3は本体ガラ
スtd1.細線群面、4I′i、補強ガラス繊維線群面
、5は繊維補強セメント製品(U字溝)を示す。枠体1
は、枠材1atlb+1c+1dとU形状の枠材1 e
* l f p l g # 1 hとから成るとと
もK、同枠材le+xft1g+thの両側上下には繊
維補強上4ント製品5の側壁厚み方向へL型短枠材1n
を設けて因る。繊維枠体Bは、枠体1と、枠材1m、1
c+1d+1bVCU形状釦連続して張設されたガラス
繊維線2の集合面である本体ガラス繊維線群面3と、短
枠材1nと短枠材1nの間を側壁厚み方向へ張設された
ガラス繊維線2の集合面である補強ガラス繊維線群面4
と、を備えがっ補強ガラス繊維線群面4が本体ガラス繊
維線群面3と直交した構造となっている。この場合実施
例では大体ガラス繊維線群面3と直交した補強ガラス繊
維線群面4が左右2列でそれぞれ4枚づつ設けられてい
る。@3 Figure shows a fiber frame B which is a second embodiment of the present invention,
FIG. 4 shows a cutaway perspective view of a fiber-reinforced cement product incorporating the same fiber frame. In FIGS. 3 and 4, B denotes a fiber frame, 1 frame, 2I'i glass fibers, and 3 a main body glass td1. Fine wire group surface, 4I'i, reinforced glass fiber wire group surface, 5 indicates a fiber reinforced cement product (U-shaped groove). Frame 1
is frame material 1atlb+1c+1d and U-shaped frame material 1e
* L-shaped short frame material 1n in the side wall thickness direction of the product 5 with fiber reinforcement on the top and bottom of both sides of the same frame material le+xft1g+th.
This is due to the fact that The fiber frame B includes a frame 1 and a frame material 1m, 1
c+1d+1bVCU shape button Glass fibers stretched in the side wall thickness direction between the main body glass fiber wire group surface 3, which is a collective surface of the glass fiber wires 2 stretched continuously, and the short frame materials 1n. Reinforced glass fiber wire group surface 4 which is a gathering surface of wires 2
It has a structure in which the reinforcing glass fiber wire group surface 4 is orthogonal to the main glass fiber wire group surface 3. In this case, in this embodiment, reinforced glass fiber wire group surfaces 4, which are approximately perpendicular to the glass fiber wire group surface 3, are provided in two rows on the left and right, four each.
従って繊維枠体Bを内蔵するガラス繊維補強セメント製
品5は、第4図に示すように外力Pに対して、本体ガラ
ス繊維線群面3の平面的な補強効果と補強ガラス繊維線
群面4の立面的な補強効果のために、側壁部分の強度が
抜群に向上するのである。Therefore, the glass fiber reinforced cement product 5 incorporating the fiber frame B has a two-dimensional reinforcing effect of the glass fiber group surface 3 of the main body and the reinforced glass fiber group surface 4 against the external force P as shown in FIG. Due to the vertical reinforcement effect, the strength of the side wall portion is greatly improved.
第5図は本発明の第三実施例である繊維枠体Cを示し、
第6図は同繊維枠体Cを内蔵する繊維補強セメント製品
の切欠斜視図を示す。第5図と第6図において、Cは繊
維枠体、1は枠体、2は合成繊維線(ケプラー繊維;デ
ュポン社商標)、3は本体炭素繊維線群面、4は補強合
成繊維線群面、5は繊維補強セメント製品(角形溝)を
示す。枠体1は枠材1a*1btlcsldと四角形状
をした枠材1 e z 1 f e 1 g e 1
hとの各隅部釦十字状の小枠材1mを設けている。#l
!維枠体Cは、枠体1と、枠材ia+1c+1d*lb
に四角形状に連設して張設された合成繊維線2の集合面
である本体合成繊維紳群面3と、十字状の小枠材1mの
相互間で繊維補強セメント製品5の厚み方向へそれぞれ
張設された合成繊維線2の集合面である補強合成繊維線
群面4と、を備えかつ補強合成繊維線群面4が本体合成
繊維線詳面3に直交した構造となっている。この場合、
実施例では十字状の小枠材1mの相互間に張設された合
成繊維線2の集合面である補強合成繊維線群面4が本体
合成繊維紛群面3を四方をとり囲むように設けられてい
る。FIG. 5 shows a fiber frame C which is a third embodiment of the present invention,
FIG. 6 shows a cutaway perspective view of a fiber-reinforced cement product incorporating the fiber frame C. In Figures 5 and 6, C is a fiber frame, 1 is a frame, 2 is a synthetic fiber wire (Kepler fiber; DuPont trademark), 3 is a main carbon fiber wire group surface, and 4 is a reinforcing synthetic fiber wire group. Surface 5 shows a fiber-reinforced cement product (square groove). The frame body 1 is a square-shaped frame material 1a*1btlcsld.
A small frame material of 1 m in the shape of a button cross is provided at each corner. #l
! The fiber frame C includes the frame 1 and the frame materials ia+1c+1d*lb
In the thickness direction of the fiber-reinforced cement product 5, between the main body synthetic fiber group surface 3, which is the gathering surface of the synthetic fiber wires 2 stretched in a rectangular manner, and the cross-shaped small frame material 1m. The reinforcing synthetic fiber wire group surface 4 is a gathering surface of the stretched synthetic fiber wires 2, respectively, and the reinforcing synthetic fiber wire group surface 4 is perpendicular to the main synthetic fiber wire detail surface 3. in this case,
In the embodiment, a reinforcing synthetic fiber wire group surface 4, which is a gathering surface of the synthetic fiber wires 2 stretched between 1 m of cross-shaped small frames, is provided so as to surround the main synthetic fiber wire group surface 3 on all sides. It is being
従って繊維枠体Cを内蔵する繊維補強セメント製品5は
、第6図に示すように外力Pに対し、て、本体合成繊維
線群面3の平面的な補強効果に加えて、補強合成繊維線
群面4の立面的な補強効果のために1強度が抜群に向上
したものになる。Therefore, as shown in FIG. 6, the fiber-reinforced cement product 5 that incorporates the fiber frame C has the ability to withstand external force P, in addition to the planar reinforcing effect of the synthetic fiber wire group surface 3 of the main body, as shown in FIG. Due to the vertical reinforcing effect of the group surface 4, the 1 strength is greatly improved.
繊維枠体Cの用途としては、例えば実施例に示した角形
溝の他に溜桝等にも用いることができる。The fiber frame C can be used, for example, in addition to the rectangular grooves shown in the examples, as well as in basins and the like.
第7図は本発明の第四実施例である繊維枠体りを示し、
第8図は同繊維枠体を内蔵する繊維補強セメント製品の
切欠斜視図を示す。第7図と第8図において、Dは繊維
枠体、1は枠体、2はガラス繊維線、3は本体ガラス繊
維線群面、4は補強ガラス繊維線群面、5は線維補強セ
メント製品(ヒユーム管)である。枠体1は、枠材1a
・ib+lelld11mllfと円形状をした枠材1
g。FIG. 7 shows a fiber frame according to a fourth embodiment of the present invention,
FIG. 8 shows a cutaway perspective view of a fiber-reinforced cement product incorporating the same fiber frame. In Figures 7 and 8, D is the fiber frame, 1 is the frame, 2 is the glass fiber wire, 3 is the main glass fiber wire group surface, 4 is the reinforced glass fiber wire group surface, and 5 is the fiber reinforced cement product. (Huyum's canal). The frame 1 is a frame material 1a
・ib+lelld11mlf and circular frame material 1
g.
1h、1jから成るとともに、枠材1gとlJの外周上
に等配間隔で放射状に短枠材1pを複数個設けている。1h and 1j, and a plurality of short frame members 1p are provided radially at equal intervals on the outer periphery of the frame members 1g and lJ.
繊維枠体りは、枠体1と、枠材1a+ib+1c*1d
*1e+1fに略円形状に連続して捲張されたガラス繊
維線2の集合面である本体ガラス繊維線群面3と、短枠
材1pの相互間で繊維補強セメント製品5の厚み方向へ
それぞれ張設された補強ガラス繊維線群面4と、を備え
かつ補強ガラス繊維線群面3と直交した構造となってい
る。この場合、実施例では本体ガラス繊維線群面3のガ
ラス繊維線2方向と補強ガラス繊維線群面4のガラス繊
維線2方向とは直交している。The fiber frame consists of frame 1 and frame material 1a+ib+1c*1d
*In the thickness direction of the fiber-reinforced cement product 5 between the main body glass fiber wire group surface 3, which is a gathering surface of the glass fiber wires 2 continuously wound in a substantially circular shape in 1e+1f, and the short frame material 1p. The reinforced glass fiber wire group surface 4 is stretched and has a structure that is perpendicular to the reinforced glass fiber wire group surface 3. In this case, in the embodiment, the direction of the glass fiber wires 2 on the main glass fiber wire group surface 3 and the direction of the glass fiber wires 2 on the reinforcing glass fiber wire group surface 4 are orthogonal to each other.
従って繊維枠体りを内蔵する繊維補強セメント製品は、
第8図に示すように外力Pに対して、補強ガラス繊維線
群面4の立面的な補強効果のために強度が抜群に向上し
たものになる。繊維枠体りの用途としては、例えば実施
例に示したヒユーム管の他に、パイル、複合管等に用い
ることができる。Therefore, fiber-reinforced cement products with a built-in fiber frame are
As shown in FIG. 8, the strength is significantly improved against the external force P due to the vertical reinforcing effect of the reinforcing glass fiber wire group surface 4. The fiber frame can be used, for example, in piles, composite pipes, etc. in addition to the hume pipes shown in the examples.
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。本体繊維線群面と、同!E維糾1jv而に
直交して一体的に連設した補強繊維線群面と、から構成
させた繊維棒構造ならすべてこれに含まれる。実施例で
は、繊維として炭素KM沼1、ガラス繊維、合成繊維(
ケプラー繊維;デュポン社商標)を用いたが他にも枠体
に張設可能な繊維ならどんな化学繊維を用いてもよい。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. Same as the main fiber line group surface! This includes all fiber rod structures composed of reinforcing fiber wire group planes that are integrally connected orthogonal to the E fibers. In the examples, carbon KM Numa 1, glass fiber, synthetic fiber (
Although Kepler fiber (trademark of DuPont) was used, any other chemical fibers that can be stretched over the frame may be used.
枠体は繊Ast線を張設するために必要なもので、繊維
補強セメント製品に内蔵できるような形状ならどんな形
状でもよい。例えばL型形状、直方体形状等になっても
良い。The frame is necessary for tensioning the fiber Ast wire, and may have any shape as long as it can be built into the fiber-reinforced cement product. For example, it may have an L-shape, a rectangular parallelepiped shape, etc.
第一実施例では補強炭素f&維線群而面が5枚設けられ
て゛いるが、何枚設けられていようと構わない。In the first embodiment, five reinforcing carbon and fiber group surfaces are provided, but any number of reinforcing carbon and fiber group surfaces may be provided.
第二実施例では補強ガラス繊維勝群面4が両側壁部に設
けられているが、底部に設けられてもよい。In the second embodiment, the reinforced glass fiber cover 4 is provided on both side walls, but it may also be provided on the bottom.
第四実施例では補強ガラス繊維線群面4が繊維補強セメ
ント5の長さ方向に設けられているが、円周方向に設け
られてもよい。In the fourth embodiment, the reinforced glass fiber wire group surface 4 is provided in the length direction of the fiber reinforced cement 5, but it may be provided in the circumferential direction.
第1図は本発明の繊維枠の第一実施例を示す斜視図、第
2図は同繊維枠を内蔵する繊維補強セメント製品の切欠
斜視図、第3図は繊維枠の第二実施例を示す斜視図、第
4図は同繊維枠を内蔵する繊維補強セメント製品の切欠
斜視図、第5図は繊維枠の第三実施例を示す斜視図、第
6図は同繊維枠を内蔵する繊維補強セメント製品の切欠
斜視兜、第7図は繊維枠の第四実施例を示す斜視図、第
8図は同繊維枠を内蔵する繊維補強セメント製品の切欠
斜視図である。
、D
A、B、CA・・・繊維枠体
1・・・枠体
2・・・繊維線
3・・・本体繊維線群面
4・・・補強繊維線群面
5・・・線維補強セメント製品
特許出願人
末 松 大 吉
第1図
第2図
一簡−
第3図Fig. 1 is a perspective view showing a first embodiment of the fiber frame of the present invention, Fig. 2 is a cutaway perspective view of a fiber-reinforced cement product incorporating the fiber frame, and Fig. 3 is a perspective view showing a second embodiment of the fiber frame. FIG. 4 is a cutaway perspective view of a fiber-reinforced cement product incorporating the fiber frame, FIG. 5 is a perspective view of a third embodiment of the fiber frame, and FIG. 6 is a perspective view of a fiber reinforced cement product incorporating the fiber frame. Fig. 7 is a perspective view showing a fourth embodiment of a fiber frame, and Fig. 8 is a cutaway perspective view of a fiber reinforced cement product incorporating the fiber frame. , D A, B, CA...Fiber frame 1...Frame 2...Fiber wire 3...Main fiber wire group surface 4...Reinforcement fiber wire group surface 5...Fibre reinforced cement Product patent applicant Daikichi Matsu Figure 1 Figure 2 Issimplified Figure 3
Claims (1)
体を内蔵した繊維補強セメント製品において、前記繊維
枠体を、本体繊維線群面と、同繊維線群面に直交して一
体的に連設した補強繊維線群面と、から構成させである
ことを特徴とする繊維枠構造。/) In a fiber-reinforced cement product incorporating a fiber frame obtained by stretching fiber wires on a frame of a desired shape, the fiber frame is perpendicular to the main fiber wire group plane and the fiber wire group plane. A fiber frame structure characterized by comprising: a reinforcing fiber wire group surface integrally arranged in series;
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3423383A JPS59158215A (en) | 1983-02-28 | 1983-02-28 | Fiber frame structure in fiber reinforced cement product |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3423383A JPS59158215A (en) | 1983-02-28 | 1983-02-28 | Fiber frame structure in fiber reinforced cement product |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS59158215A true JPS59158215A (en) | 1984-09-07 |
Family
ID=12408428
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3423383A Pending JPS59158215A (en) | 1983-02-28 | 1983-02-28 | Fiber frame structure in fiber reinforced cement product |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59158215A (en) |
-
1983
- 1983-02-28 JP JP3423383A patent/JPS59158215A/en active Pending
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