JPH0566842B2 - - Google Patents
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- JPH0566842B2 JPH0566842B2 JP1060738A JP6073889A JPH0566842B2 JP H0566842 B2 JPH0566842 B2 JP H0566842B2 JP 1060738 A JP1060738 A JP 1060738A JP 6073889 A JP6073889 A JP 6073889A JP H0566842 B2 JPH0566842 B2 JP H0566842B2
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- weft
- warp
- fiber
- molded body
- threads
- Prior art date
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Description
〔産業上の利用分野〕
本発明は、土木建築分野で用いる構造物、特に
屋根、壁、床、ピツト等の板状構造物として使用
する繊維強化無機質板に係わり、補強用繊維のも
つ引張り強度、弾性率などの特性を有効に発現で
きる補強材を用いることにより、繊維強化無機質
成形体の物性の向上を計つたものである。
〔従来の技術〕
従来、繊維強化無機質板について種々の提案が
されており、補強材としての短繊維をランダムに
配向した繊維強化無機質板、及び連続繊維を一方
向または二方向に配向して積層した繊維強化無機
質板が知られている(鹿島建設技術研究所年報第
29号、第81〜88頁、及び第30号、第57〜68頁:特
開昭59−138647号公報)。
繊維強化無機質板は、補強材である繊維と結合
材である無機質材料間の付着強度が充分でなけれ
ば、補強材の強度に見合つた補強効果が得られな
い。この問題は、高強度の補強材、又は繊維束を
用いる場合に特に重要である。すなわち、80Kg
f/mm2程度の低強度の炭素繊維を短繊維モノフイ
ラメントにして使用する場合には、繊維の表面積
が繊維の断面積に比べて大きいために、引張り応
力が付加された際に繊維が破断するまで補強効果
を発揮する。しかし、高強度の繊維又は繊維束を
使用する場合には、繊維が抜けて補強用の繊維の
本来の強度に見合つた補強効果が得られない。
これを改善すべく、連続状の高強度繊維を交点
拘束力の強い絡み織物となし、樹脂を含浸硬化さ
せ網状成形体となした後、セメントモルタル内に
配置した物が提案されている(特開昭63−111045
号公報、同63−22636号公報)。しかし、織物の繊
維の本来の引張り特性、すなわち、引張り強度、
弾性率等がまだ充分に生かされていないのが現状
である。
〔発明が解決しようとする課題〕
本発明は、従来の絡み織物により強化したセメ
ントモルタル成形体の欠点を解消して、織物繊維
の本来の引張り特性がより発揮されるようにした
繊維強化無機質成形体を提供することを目的とす
る。
〔課題を解決するための手段〕
本発明者らは、上記の課題を解決すべく鋭意検
討した結果、以下に述べるように特殊な絡み織物
を使用することによりそれが達成されることを見
出し、本発明に到達した。
本発明は、
緯糸1本ごとにからみ経糸が絡んでいる、樹脂
で固定した絡み織物である網状成形体を強化材と
して含有し、無機質硬化材料をマトリツクスとす
る繊維強化無機質成形体において、網状成形体の
経糸が剛性の異なる二種以上の糸条からなり、そ
のうちの最高の剛性を持つ少くとも一種の糸条に
ついて下記式(1)で定義される経糸屈曲度Cwが0.08
未満であり、緯糸について下記式(2)で定義される
緯糸屈曲度Cfが0.03未満であることを特徴とする
繊維強化無機質成形体
Cw=Dw/Lw (1)
Lw:隣接する緯糸間の平均距離
Dw:網状成形体の面において、経糸の中心線の
波形の一頂点と、これに隣接する二つの頂点を
結んだ線との平均距離
Cf=Df/Lf (2)
Lf:隣接する経糸間の平均距離
Df:網状成形体の緯糸方向に沿う断面において、
緯糸の中心線の波形の一頂点と、これに隣接す
る二つの頂点を結んだ線との平均距離
である。
すなわち本発明の繊維強化無機質成形体におい
ては、経糸のうちの最高の剛性を持つ糸条及び緯
糸が絡み織物中で屈曲することなく、殆んど素直
ぐである。そして、経糸のうちの低剛性糸条が緯
糸に絡んで、経糸と緯糸の交点を拘束する。
以下では本発明を説明する前に、先ず従来の絡
み織物について説明する。
従来の絡み織物の組織織では、第2a図に示す
ように、一組の経糸1,1′が相互に絡み合つて
屈曲している。また緯糸3は、第2b図に示すよ
うに、緯糸1,1′によつて長さ方向に力を受け、
従つてこれも屈曲している。従来セメントモルタ
ルに使用された網状成形体は、このような絡み織
物を樹脂によつて固定したものである。この成形
体が負荷を受けた時、繊維は樹脂で固定されてい
るので素直ぐにならず、負荷が増大したとき屈曲
部分に局部的な歪と応力集中が起こりやすく、本
来の繊維強度が100%発揮されないうちに屈曲部
分で破壊が起こつてしまうことを本発明者は見い
出した。
一方、本発明における網状成形体を、経糸が二
種の糸条から成る場合について第1a図、第1b
図に示す。本発明の屈曲を低減した網状成形体に
おいては、一組の緯糸1,2が、高剛性の糸条1
と低剛性の糸条2から成つており、高剛性の繊維
の屈曲を避け直線性を保つために、高剛性糸条1
は実質上絡まず、低剛性糸条2が1に絡む。従つ
て高剛性糸条1は、殆んど素直ぐであり、組織織
の実質上片面に存在する。一方、緯糸3は第1b
図に示すように、経糸1及び2によつて長さ方向
に曲げる力を殆んど受けないので、これも実質上
素直ぐである。
本発明において上記で定義した経糸及び緯糸の
屈曲度Cw及びCfは、経糸及び緯糸の屈曲の程度
を表わすものである。これを第3a図及び第3b
図を参照しながら説明する。なお、図においては
判りやすくするために糸条の屈曲は誇張して示し
ている。
第3a図は、網状成形品を水平に置き、真上よ
り撮影した拡大写真であると想定されたい。ま
ず、高剛性経糸条1の中心線4及び緯糸3の中心
線10を描く。波形の中心線4の頂点は、通常、
中心線4と中心線10の交点となる。その場合、
線4と10の一つの交点5と、これに隣接する交
点6,7を結んだ直線8との距離Dwを測定する。
次に隣接する緯糸間の距離Lwを測定し、Dw/Lw
を計算し、経糸の屈曲度(Cw)とする。
次に、第3b図は網状成形体(樹脂で硬化して
ある)を緯糸方向に沿つて切断し、切断面を上に
鉛直に置いて、直上から撮影した拡大写真である
と想定されたい。緯糸3の中心線11を描き、そ
の中心曲線11の一頂点12と、これに隣接する
頂点13,14を結んだ直線15との距離Dfを
測定し、経糸間の距離Lfで除して、経糸の屈曲度
(Cf)とする。経糸間の距離Lfは、高剛性糸1間
の距離と低剛性糸2間の距離のいずれでも同じで
ある。本発明において、Cw及びCfは夫々ランダ
ムに選んだ少くとも10個所からの値の平均値とす
る。
本発明では経糸の屈曲度Cw<0.08、好ましくは
<0.05、緯糸の屈曲度Cf<0.03、好ましくは<
0.01である。本発明者が調べた従来の絡み織物で
は、一般にCwは0.1程度であり、Cfは0.08程度で
ある。
本発明においてCw及びCfで規定したように屈
曲の少い絡み織物を樹脂で固定した網状成形体の
引張り特性を以下に説明する。そのために繊維の
強度利用率(F)と云う概念を用いる。網状成形体試
料(幅25mm、長さ150mm)を引張り速度20mm/分
で引張つて得た破断強度から、繊維単位断面当り
の破断強度Aを求める。網状成形体を作つた原料
の繊維の単位断面当り強度BでAを割る。
F(%)=A×100/B
樹脂で硬めた網状成形体の引張り試験におい
て、引張り方向の糸の屈曲(もしあれば)が伸び
て素直ぐになることは無く、屈曲の個所で破断す
る。樹脂自体は引張り強度に貢献する割合が極め
て小さいと考えられる。従つて、Fが100%であ
れば、用いた繊維の本来の強度が完全に利用され
ることを意味する。Fが大きい程、それを利用し
た複合材料において所定の引張り特性を得るため
に要する強化材の量が少くてすむことになる。
網状成形体の強度利用率Fは、繊維の種類、織
り方、及び樹脂量によつて異るが、本発明者が検
討した従来の絡み織物ではCwが0.12の時にはFは
約50%である。本発明に従いCwが0.08の時にFは
約60%、Cwが0.02の時にはFは70〜80%になる。
一方、緯糸については、従来のようにCfが0.08の
時にはFは約40%である。本発明に従いCfが0.03
の時にFは約60%、Cfが0.01の時にはFは70〜80
%になる。
このように、経糸、緯糸の屈曲度を上述の値以
下にする方法としては、強化材として用いる絡み
織物において、高剛性糸と低剛性糸を組合せるこ
と、及び必要な場合には、織物の樹脂含浸、硬化
を行なう際の張力調整を行うことにより、高剛性
糸の屈曲を少くし、低剛性糸を絡ませることがで
きる。一方、このようにすると緯糸を曲げようと
する経糸の力が少くなるので、緯糸の屈曲も小さ
くなるのである。
なお、上記では経糸として二種の糸条を用い、
緯糸として一種の糸条を用いた場合を示したが、
本発明はこれに限定されない。たとえば、低剛性
糸として二本又はそれ以上の糸条を用い、これを
絡ませることができる。二本以上の高剛性経糸を
用い、夫々がCw<0.08を満して、低剛性糸により
絡まれていてもよい。二本以上の経緯を用いるこ
ともできる。
網状成形体に用いる高剛性糸条は高強度である
ことが必要であり、たとえば炭素繊維、アラミド
繊維、高張力ビニロン繊維、耐アルカリガラス繊
維等が挙げられる。
高剛性糸条と組合される低剛性糸条には織物の
交点拘束力のみが期待されているので、特に強度
はあまり必要とされず、炭素繊維、アラミド繊
維、高張力ビニロン繊維、アクリル繊維、ポリア
ミド繊維、ポリエステル繊維等広い範囲から選択
することができる。高剛性糸条と低剛性糸条は、
同じ材質であつても断面積が異なり(たとえばフ
イラメント数、繊維径が異なり)糸条としての剛
性に差があれば良い。
なお、例えば無機質質材料マトリツクスとして
セメント成分を用いる場合には、耐アルカリ性が
糸条に必要である。このように無機質材料マトリ
ツクスの配合条件により適正な繊維を選択するこ
とは容易である。
絡み織物の織密度は一般に粗い。たとえば無機
質材料マトリツクスとして骨材入りセメントを用
いる場合には、骨材の粒径(2〜25mm)が網状成
形体中を通過できることを考慮して開口を3〜50
mm好ましくは3〜10mm程度の間隔とすることが望
ましい。
絡み織物を固定するための樹脂は、適当な手段
たとえば浸漬、スプレー法などによつて織物に含
浸される。公知のプリプレグ製造装置を用いるこ
とが好ましい。樹脂としては、熱硬化型の樹脂が
好ましく、具体的には、エポキシ樹脂、ウレタン
樹脂、フエノール樹脂、ポリイミド樹脂等が挙げ
られる。マトリツクスとして用いる無機質材料の
成分にセメントが存在する場合は、アルカリ性に
対して長期間の耐久性を持つものが望ましく、さ
らに、180℃×5時間程度のオートクレーブ養生
を施しても強度低下が少ないものが好ましい。含
浸した樹脂は、熱硬化処理を行なうが、これは織
物の形態を保持するために行なうものであるか
ら、少なくとも樹脂が流動しない、いわゆるCス
テージ状態とすることが必要であり、必ずしも完
全硬化は必要ではない。しかし、製品の安定上、
できるだけ硬化が進んでいる方が好ましい。
本発明でマトリツクスを構成するために用いる
無機質硬化材料としては、ポルトランドセメン
ト、アルミナセメント、高炉セメント等の通常の
セメント類、石灰質と珪酸質よりなる珪酸カルシ
ウム系化合物の粉砕物、石膏(半水石膏、無水石
膏等)、高炉スラグ及び水砕スラグ粉砕物と石膏
の混合物等の水砕スラグ系水硬性材料等の各種バ
インダーと水に、必要に応じて天然又は、人工の
骨材(粒系:2〜25mm)及び混和剤、混和材を混
練して得られるものが例示される。
上述のようにして得られた絡み織物を、製品で
ある成形体の引張り応力のかかる位置に配筋し、
マトリツクス材料を流し込み、硬化して繊維強化
無機質成形体が得られる。成形体製品の目標とす
る強度に応じて、使用する高剛性繊維の強度、弾
性率、フイラメント数等を決め、繊維の種類を選
択すれば良い。本発明の成形体としては、表面近
傍に網状成形体を埋め込んだ板状物品が特に好ま
しい。
本発明の絡み織物を用いることにより、繊維強
化無機質成形体の強度、剛性が向上し、あるいは
強化材として用いる網状成形体の繊維量を低減す
ることが可能になる。
〔実施例〕
実施例 1
一組の経糸において高剛性繊維として引張り強
度が460Kgf/mm2の炭素繊維束〔6000及び12000フ
イラメント(単糸経7ミクロン)、以下6k、12k
filと略す〕を、低剛性糸条としてアラミド繊維、
ゲブラー29(400デニール)を用いた。緯糸として
上記と同じ炭素繊維束(12k fil)を用いた。織
密度が経糸、緯糸ともに3.3本/25mmの条件で、
第1a図及び第1b図に示す組織の絡み織物を作
製した。この織物に下記処方のエポキシ樹脂液を
含浸させ、150℃×15分間で乾燥硬化させた。樹
脂の量は、硬化網状成形体重量に対して41%であ
つた。このようにして得られた網状成形体の屈曲
度、ならびに利用率を第1表に示す。
ビスフエノールA型エポキシ樹脂(GY−260、
チバガイギー社製) 100部
ジシアンジアミド 10部
イミダゾール型促進剤(キユアゾール
2P4MHZ、四国化成株式会社) 2部
溶剤(メチルセロソルブ) 120部
[Industrial Application Field] The present invention relates to fiber-reinforced inorganic boards used for structures used in the field of civil engineering and construction, particularly plate-like structures such as roofs, walls, floors, pits, etc. By using a reinforcing material that can effectively exhibit properties such as elastic modulus, the physical properties of the fiber-reinforced inorganic molded article are improved. [Prior Art] Various proposals have been made for fiber-reinforced inorganic boards, including fiber-reinforced inorganic boards in which short fibers as reinforcing materials are randomly oriented, and continuous fibers oriented in one or two directions and laminated. Fiber-reinforced inorganic boards are known (Kajima Construction Technology Research Institute Annual Report No.
No. 29, pages 81-88, and No. 30, pages 57-68: Japanese Patent Application Laid-Open No. 138647/1983). In a fiber-reinforced inorganic board, unless the adhesion strength between the reinforcing fibers and the binding material is insufficient, a reinforcing effect commensurate with the strength of the reinforcing material cannot be obtained. This problem is particularly important when using high strength reinforcements or fiber bundles. i.e. 80Kg
When carbon fibers with a low strength of about f/mm 2 are used as short fiber monofilaments, the surface area of the fibers is larger than the cross-sectional area of the fibers, so the fibers may break when tensile stress is applied. It exerts a reinforcing effect until However, when using high-strength fibers or fiber bundles, the fibers fall out and a reinforcing effect commensurate with the original strength of the reinforcing fibers cannot be obtained. In order to improve this, it has been proposed that continuous high-strength fibers are made into a tangled fabric with strong intersecting force, impregnated with resin and hardened to form a reticulated molded body, and then placed in cement mortar (especially Kaisho 63-111045
No. 63-22636). However, the inherent tensile properties of textile fibers, i.e., tensile strength,
The current situation is that elastic modulus, etc., have not yet been fully utilized. [Problems to be Solved by the Invention] The present invention is a fiber-reinforced inorganic molded product that eliminates the drawbacks of conventional cement mortar molded products reinforced with entwined textiles and allows the original tensile properties of textile fibers to be better exhibited. The purpose is to provide the body. [Means for Solving the Problems] As a result of intensive study to solve the above problems, the present inventors found that the above problems could be achieved by using a special entwined fabric as described below. We have arrived at the present invention. The present invention provides a fiber-reinforced inorganic molded product which contains as a reinforcing material a reticular molded product which is a tangled fabric fixed with a resin in which each weft thread is entwined with a warp thread, and a fiber-reinforced inorganic molded product whose matrix is an inorganic hardening material. The body warp consists of two or more types of yarns with different stiffness, and at least one type of yarn with the highest stiffness has a warp bending degree C w defined by the following formula (1) of 0.08.
A fiber-reinforced inorganic molded article characterized in that the weft bending degree C f defined by the following formula (2) for the weft is less than 0.03 C w = D w /L w (1) L w : Adjacent Average distance between the wefts D w : Average distance between one vertex of the waveform of the center line of the warp and a line connecting two adjacent vertices on the surface of the net-like molded body C f = D f /L f (2) L f : Average distance between adjacent warp threads D f : In the cross section along the weft direction of the net-like molded body,
This is the average distance between one vertex of the waveform of the center line of the weft and a line connecting two adjacent vertices. That is, in the fiber-reinforced inorganic molded article of the present invention, the yarns and wefts, which have the highest stiffness among the warp yarns, are entangled and do not bend in the woven fabric and are almost straight. Then, the low-rigidity threads of the warp threads are entangled with the weft threads, thereby restraining the intersections of the warp threads and the weft threads. Before explaining the present invention, a conventional entwined fabric will first be explained below. In the weave of a conventional entwined fabric, a pair of warp threads 1, 1' are intertwined and bent, as shown in FIG. 2a. In addition, the weft thread 3 is subjected to force in the longitudinal direction by the weft threads 1 and 1', as shown in Fig. 2b.
Therefore, it is also bent. The reticular moldings conventionally used for cement mortars are made by fixing such entwined fabrics with resin. When this molded body is subjected to a load, the fibers are fixed with resin, so they do not straighten, and when the load increases, local distortion and stress concentration tend to occur at the bent part, and the original fiber strength is reduced to 100%. The inventors have discovered that breakage occurs at the bent portion before it is fully exerted. On the other hand, FIG. 1a and FIG. 1b show the case where the warp consists of two types of threads of the reticular molded body according to the present invention.
As shown in the figure. In the reticular molded body with reduced bending according to the present invention, a pair of wefts 1 and 2 have a high rigidity thread 1
In order to avoid bending of the high-rigidity fibers and maintain straightness, the high-rigidity yarn 1 is
are not substantially entangled, and the low-rigidity yarn 2 is entangled with 1. The high stiffness yarn 1 is therefore almost straight and is present on substantially one side of the tissue weave. On the other hand, the weft 3 is the 1st b
As shown in the figure, the warp threads 1 and 2 are subjected to almost no bending force in the longitudinal direction, so that they are also substantially straight. In the present invention, the warp and weft bending degrees C w and C f defined above represent the degree of bending of the warp and weft. This is shown in Figures 3a and 3b.
This will be explained with reference to the figures. In addition, in the figure, the bending of the yarn is exaggerated for clarity. It is assumed that FIG. 3a is an enlarged photograph taken from directly above, with the reticulated molding placed horizontally. First, the center line 4 of the highly rigid warp thread 1 and the center line 10 of the weft thread 3 are drawn. The apex of the center line 4 of the waveform is usually
This is the intersection of center line 4 and center line 10. In that case,
The distance D w between one intersection 5 of lines 4 and 10 and a straight line 8 connecting adjacent intersections 6 and 7 is measured.
Next, measure the distance L w between adjacent wefts, and calculate D w /L w
is calculated and taken as the degree of curvature of the warp (C w ). Next, it is assumed that FIG. 3b is an enlarged photograph taken from directly above, with the reticulated molded body (cured with resin) cut along the weft direction and the cut surface placed vertically above. Draw the center line 11 of the weft 3, measure the distance D f between one vertex 12 of the center curve 11 and the straight line 15 connecting the adjacent vertices 13 and 14, and divide by the distance L f between the warp threads. The degree of curvature of the warp threads (C f ) is determined by The distance L f between the warp threads is the same for both the distance between the high-stiffness threads 1 and the distance between the low-stiffness threads 2. In the present invention, C w and C f are each an average value of values from at least 10 randomly selected locations. In the present invention, the degree of curvature of the warp C w <0.08, preferably <0.05, and the degree of curvature of the weft C f <0.03, preferably <
It is 0.01. In conventional entwined fabrics investigated by the present inventor, C w is generally about 0.1 and C f is about 0.08. In the present invention, the tensile properties of a net-like molded body obtained by fixing a tangled fabric with little bending with a resin as defined by C w and C f will be explained below. For this purpose, we use the concept of fiber strength utilization factor (F). The breaking strength A per fiber unit cross section is determined from the breaking strength obtained by pulling a reticular molded body sample (width 25 mm, length 150 mm) at a pulling speed of 20 mm/min. Divide A by the strength B per unit cross section of the raw material fiber from which the reticulated molded body was made. F (%) = A x 100/B In a tensile test of a reticular molded body hardened with resin, the bends (if any) of the threads in the tensile direction do not stretch and become straight, but break at the bends. It is thought that the resin itself has an extremely small contribution to tensile strength. Therefore, an F of 100% means that the original strength of the fibers used is fully utilized. The larger F, the less reinforcing material is required to achieve a given tensile property in a composite material using it. The strength utilization factor F of the reticulated molded body varies depending on the type of fiber, weaving method, and amount of resin, but in the conventional entwined fabric studied by the present inventor, F is approximately 50% when C w is 0.12. be. According to the present invention, when C w is 0.08, F is about 60%, and when C w is 0.02, F is about 70-80%.
On the other hand, for the weft, when C f is 0.08 as in the conventional case, F is about 40%. According to the invention, C f is 0.03
When C f is 0.01, F is about 60%, and when C f is 0.01, F is 70 to 80.
%become. In this way, the method of reducing the degree of bending of warp and weft yarns to below the above-mentioned values is to combine high-stiffness yarns and low-stiffness yarns in the entwined fabric used as a reinforcing material, and, if necessary, to By adjusting the tension during resin impregnation and curing, it is possible to reduce bending of the high-rigidity yarn and to entangle the low-rigidity yarn. On the other hand, by doing this, the force of the warp that tries to bend the weft is reduced, so the bending of the weft is also reduced. In addition, in the above, two types of threads are used as warp threads,
Although we have shown the case where a type of thread is used as the weft,
The present invention is not limited to this. For example, two or more threads can be used as the low-stiffness threads and intertwined. Two or more high-rigidity warp yarns may be used, each satisfying C w <0.08, and entangled with low-rigidity yarns. It is also possible to use more than one history. The high-rigidity yarn used in the reticular molded body must have high strength, and examples thereof include carbon fiber, aramid fiber, high-tensile vinylon fiber, and alkali-resistant glass fiber. Since the low-stiffness yarn combined with the high-stiffness yarn is only expected to have the intersecting force of the fabric, it does not require much strength; carbon fiber, aramid fiber, high-tensile vinylon fiber, acrylic fiber, etc. It can be selected from a wide range of fibers such as polyamide fibers and polyester fibers. High-stiffness yarn and low-stiffness yarn are
Even if they are made of the same material, it is sufficient that they have different cross-sectional areas (for example, different filament numbers and fiber diameters) and different stiffnesses as yarns. Note that, for example, when a cement component is used as the inorganic material matrix, the yarn needs to have alkali resistance. In this way, it is easy to select appropriate fibers depending on the blending conditions of the inorganic material matrix. The weave density of entwined fabrics is generally coarse. For example, when cement containing aggregate is used as the inorganic material matrix, the openings are set at 3 to 50 mm, taking into account that the particle size of the aggregate (2 to 25 mm) can pass through the reticulated molded body.
It is desirable to set the interval preferably to about 3 to 10 mm. The resin for fixing the entwined fabric is impregnated into the fabric by suitable means such as dipping, spraying, etc. It is preferable to use a known prepreg manufacturing apparatus. As the resin, thermosetting resins are preferred, and specific examples include epoxy resins, urethane resins, phenolic resins, and polyimide resins. If cement is present as a component of the inorganic material used as the matrix, it is desirable that it has long-term durability against alkalinity, and that its strength does not deteriorate even after autoclave curing at 180℃ for about 5 hours. is preferred. The impregnated resin is subjected to heat curing treatment, but since this is done to maintain the shape of the fabric, it is necessary to at least put it in the so-called C stage state where the resin does not flow, and it is not necessarily possible to completely cure it. Not necessary. However, due to product stability,
It is preferable that the curing progresses as much as possible. The inorganic hardening materials used to construct the matrix in the present invention include ordinary cements such as Portland cement, alumina cement, and blast furnace cement, crushed calcium silicate-based compounds consisting of calcareous and silicic acids, and gypsum (hemihydrate gypsum). , anhydrous gypsum, etc.), granulated slag-based hydraulic materials such as blast furnace slag and a mixture of pulverized granulated slag and gypsum, and water, as well as natural or artificial aggregate (granular type: 2 to 25 mm), an admixture, and an admixture obtained by kneading the admixture. The entwined fabric obtained as described above is reinforced at the position where tensile stress is applied to the molded product, and
A matrix material is poured and cured to obtain a fiber-reinforced inorganic molded body. Depending on the target strength of the molded product, the strength, elastic modulus, number of filaments, etc. of the high-rigidity fiber to be used may be determined, and the type of fiber may be selected. As the molded article of the present invention, a plate-shaped article in which a net-like molded body is embedded near the surface is particularly preferable. By using the entwined fabric of the present invention, it is possible to improve the strength and rigidity of the fiber-reinforced inorganic molded product, or to reduce the amount of fibers in the reticulated molded product used as a reinforcing material. [Example] Example 1 Carbon fiber bundle with a tensile strength of 460 Kgf/mm 2 as a high-rigidity fiber in a set of warps [6000 and 12000 filaments (single yarn warp 7 microns), hereinafter 6k and 12k
fil] is aramid fiber as a low-rigidity yarn.
Gebler 29 (400 denier) was used. The same carbon fiber bundle (12k fil) as above was used as the weft. Under the condition that the weave density is 3.3 threads/25mm for both warp and weft,
A tangled fabric having the structure shown in FIGS. 1a and 1b was produced. This fabric was impregnated with an epoxy resin liquid having the following formulation, and dried and cured at 150°C for 15 minutes. The amount of resin was 41% based on the weight of the cured reticulated mold. Table 1 shows the bending degree and utilization rate of the reticular molded body thus obtained. Bisphenol A type epoxy resin (GY-260,
Ciba Geigy) 100 parts dicyandiamide 10 parts imidazole type accelerator (Ciba Geigy)
2P4MHZ, Shikoku Kasei Co., Ltd.) 2 parts Solvent (methyl cellosolve) 120 parts
【表】
得られた網状成形体を、経糸又は緯糸を4本含
むように40mm×160mmの片に切断し、形枠の最下
面に位置するように配筋した。下記の配合のマト
リツクス材料を秤量して、混練して得たマトリツ
クスペーストを、形枠中に流し込んで成形を行な
い、曲げ試験片を得た(寸法:幅40mm、長さ160
mm、厚さ6mm)。得られた成形体を20℃の水中で
14日間養生した。
マトリツクス配合:
普通ポルトランドセメント:100重量部
8号珪砂:50重量部
水:50重量部
試験片中の4本の経糸又は緯糸が引張り方向に
なるようにして強度試験を行なつた。すなわち
0.5mm/分の載荷速度、支点間距離40mmで4点曲
げ試験を行なつた。
さらに、比較のために、第2表に示すような従
来の糸使いで上記と同様に網状成形体を作製し、
同様な曲げ試験片を作製し、強度試験を行なつ
た。[Table] The obtained net-like molded body was cut into pieces of 40 mm x 160 mm so as to include four warps or wefts, and reinforcement was arranged so as to be located at the bottom surface of the form. The matrix material with the following composition was weighed and kneaded to obtain a matrix paste, which was then poured into a form and molded to obtain a bending test piece (dimensions: width 40 mm, length 160 mm).
mm, thickness 6mm). The obtained molded body was placed in water at 20℃.
It was cured for 14 days. Matrix composition: Ordinary Portland cement: 100 parts by weight No. 8 silica sand: 50 parts by weight Water: 50 parts by weight The strength test was conducted with the four warps or wefts in the test piece in the tensile direction. i.e.
A four-point bending test was conducted at a loading rate of 0.5 mm/min and a distance between supports of 40 mm. Furthermore, for comparison, a net-like molded body was produced in the same manner as above using conventional threads as shown in Table 2.
A similar bending test piece was prepared and a strength test was conducted.
【表】
強度試験で得られた曲げ荷重−変位曲線を第4
図に示す。図中の4つの曲線21,22,25及
び26は下記に対応する。
21…本発明の絡み織物で経糸を引張り方向とし
たもの
22…本発明の絡み織物で緯糸を引張り方向とし
たもの
25…従来の絡み織物で経糸を引張り方向とした
もの
26…従来の絡み織物で緯糸を引張り方向とした
もの
第4図における最大破壊荷重値を第3表に示
す。[Table] The bending load-displacement curve obtained in the strength test is
As shown in the figure. The four curves 21, 22, 25 and 26 in the figure correspond to the following. 21... Tangled fabric of the present invention with the warp in the tension direction 22... Tangled fabric of the present invention with the weft in the tension direction 25... Conventional entwined fabric with the warp in the tension direction 26... Conventional entangled fabric The maximum breaking load values in Figure 4 are shown in Table 3, with the weft in the tensile direction.
本発明によつて、繊維強化無機質成形体の曲げ
強度ならびに曲げ剛性が向上し、強化繊維の持つ
引張り強度、弾性率を有効に発揮し、ひいては、
強化繊維の添加量を軽減することが可能になる。
According to the present invention, the bending strength and bending rigidity of the fiber-reinforced inorganic molded article are improved, the tensile strength and elastic modulus of the reinforcing fibers are effectively exhibited, and as a result,
It becomes possible to reduce the amount of reinforcing fiber added.
第1a図及び第1b図は、本発明に従う絡み織
物の一例の平面図及び断面図である。
1……高剛性経糸条、2……低剛性経糸条、3
……緯糸条。
第2a図及び第2b図は、従来の絡み織物の平
面図及び断面図である。
1,1′……高剛性緯糸条、3……緯糸条。
第3a図は、経糸の屈曲度の測定方法の説明図
である。
1……高剛性経糸条、2……低剛性経糸条、3
……緯糸条、4……高剛性経糸条の中心線、5…
…中心線の波形の頂点、6,7……中心線の波形
の隣接頂点、8……6と7を結ぶ直線。
第3b図は、緯糸の屈曲度の測定方法の説明図
である。
1……高剛性経糸条、2……低剛性経糸条、3
……緯糸条、11……高剛性緯糸条の中心線、1
2……中心線の波形の頂点、13,14……中心
線の波形の隣接頂点、15……13と14を結ぶ
直線。
第4図は、網状成形体強化無機質板の曲げ試験
における荷重−変位曲線である。
21……本発明の絡み織物で経糸を引張り方向
としたもの、22……本発明の絡み織物で緯糸を
引張り方向としたもの、25……従来の絡み織物
で経糸を引張り方向としたもの、26……従来の
絡み織物で緯糸を引張り方向としたもの。
Figures 1a and 1b are plan and cross-sectional views of an example of a leash fabric according to the invention. 1...High rigidity warp thread, 2...Low rigidity warp thread, 3
...Weft yarn. Figures 2a and 2b are a plan view and a cross-sectional view of a conventional entwined fabric. 1, 1'...High rigidity weft thread, 3...Weft thread. FIG. 3a is an explanatory diagram of a method for measuring the degree of bending of warp threads. 1...High rigidity warp thread, 2...Low rigidity warp thread, 3
...Weft thread, 4... Center line of high rigidity warp thread, 5...
...A vertex of the waveform of the center line, 6, 7...Adjacent vertices of the waveform of the center line, 8...A straight line connecting 6 and 7. FIG. 3b is an explanatory diagram of a method for measuring the degree of bending of a weft yarn. 1...High rigidity warp thread, 2...Low rigidity warp thread, 3
...Weft thread, 11... Center line of high rigidity weft thread, 1
2... Vertex of the center line waveform, 13, 14... Adjacent vertices of the center line waveform, 15... Straight line connecting 13 and 14. FIG. 4 is a load-displacement curve in a bending test of a reticular molded reinforced inorganic plate. 21... A tangled fabric of the present invention with the warp in the tension direction, 22... A tangled fabric of the present invention with the weft in the tension direction, 25... A conventional tangled fabric with the warp in the tension direction, 26... A conventional entwined fabric with the weft in the tension direction.
Claims (1)
脂で固定した絡み織物である網状成形体を強化材
として含有し、無機質硬化材料をマトリツクスと
する繊維強化無機質成形体において、網状成形体
の経糸が剛性の異なる二種以上の糸条からなり、
そのうちの最高の剛性を持つ少くとも一種の糸条
について下記式(1)で定義される経糸屈曲度Cwが
0.08未満であり、緯糸について下記式(2)で定義さ
れる緯糸屈曲度Cfが0.03未満であることを特徴と
する繊維強化無機質成形体 Cw=Dw/Lw (1) Lw:隣接する緯糸間の平均距離 Dw:網状成形体の面において、経糸の中心線の
波形の一頂点と、これに隣接する二つの頂点を
結んだ線との平均距離 Cf=Df/Lf (2) Lf:隣接する経糸間の平均距離 Df:網状成形体の緯糸方向に沿う断面において、
緯糸の中心線の波形の一頂点と、これに隣接す
る二つの頂点を結んだ線との平均距離。[Scope of Claims] 1. A fiber-reinforced inorganic molded product containing as a reinforcing material a reticulated molded product which is a tangled fabric fixed with a resin, in which each weft thread is entwined with a warp thread, and an inorganic hardened material is used as a matrix. , the warp of the net-like molded body consists of two or more types of threads with different stiffness,
The warp bending degree C w defined by the following formula (1) for at least one type of yarn with the highest stiffness among them is
A fiber-reinforced inorganic molded article characterized in that the weft bending degree C f defined by the following formula (2) for the weft is less than 0.03. C w = D w /L w (1) L w : Average distance between adjacent wefts D w : Average distance between one vertex of the waveform of the center line of the warp and a line connecting two adjacent vertices on the surface of the net-like molded body C f = D f /L f (2) L f : Average distance between adjacent warp threads D f : In the cross section along the weft direction of the net-like molded body,
The average distance between one vertex of the waveform of the weft centerline and the line connecting two adjacent vertices.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1060738A JPH02243546A (en) | 1989-03-15 | 1989-03-15 | Inorganic molded product reinforced with net-like molding product |
| US07/490,400 US5110656A (en) | 1989-03-15 | 1990-03-08 | Impregnated leno fabric and reinforced inorganic matrix article |
| EP19900200608 EP0387968B1 (en) | 1989-03-15 | 1990-03-14 | Network article, a process for the preparation thereof and a shaped inorganic article reinforced therewith |
| DE90200608T DE69002071T2 (en) | 1989-03-15 | 1990-03-14 | Lattice fabric, process for its manufacture and shaped inorganic object reinforced with it. |
| US07/846,517 US5244693A (en) | 1989-03-15 | 1992-03-04 | Process for the preparation of a network article |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1060738A JPH02243546A (en) | 1989-03-15 | 1989-03-15 | Inorganic molded product reinforced with net-like molding product |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02243546A JPH02243546A (en) | 1990-09-27 |
| JPH0566842B2 true JPH0566842B2 (en) | 1993-09-22 |
Family
ID=13150902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1060738A Granted JPH02243546A (en) | 1989-03-15 | 1989-03-15 | Inorganic molded product reinforced with net-like molding product |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02243546A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111688063B (en) * | 2020-07-15 | 2025-06-27 | 南京诺尔泰复合材料设备制造有限公司 | A manufacturing process and production line for laminated continuous composite fiber pultruded grid |
-
1989
- 1989-03-15 JP JP1060738A patent/JPH02243546A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02243546A (en) | 1990-09-27 |
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