JPS5857385B2 - Alkali-resistant inorganic fiber reinforced cement products - Google Patents
Alkali-resistant inorganic fiber reinforced cement productsInfo
- Publication number
- JPS5857385B2 JPS5857385B2 JP55110727A JP11072780A JPS5857385B2 JP S5857385 B2 JPS5857385 B2 JP S5857385B2 JP 55110727 A JP55110727 A JP 55110727A JP 11072780 A JP11072780 A JP 11072780A JP S5857385 B2 JPS5857385 B2 JP S5857385B2
- Authority
- JP
- Japan
- Prior art keywords
- alkali
- weight
- fiber
- asbestos
- 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.)
- Expired
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- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
【発明の詳細な説明】
セメントを用いた成形物のもろさや引張りに弱い性質を
改良するためにセメント中に繊維を混合し成形すること
が試みられ、その代表的なものとしてアスベスト・セメ
ント複合体がある。[Detailed Description of the Invention] In order to improve the brittleness and tensile strength of molded products using cement, attempts have been made to mix fibers into cement and mold them, and a typical example of this is asbestos-cement composites. There is.
しかるにアスベストは天然物であるため原料が枯渇し価
格が高くなって来たほかに、アスベスト粉塵を吸うと肺
がんになる恐れがあるため使用環境の制限が強化され、
その結果アスベスト以外の繊維でセメント製品を強化す
ることが十数生前から試みられ、最近では耐アルカリガ
ラス繊維強化セメント製品が脚光を浴びるようになって
きた。However, as asbestos is a natural product, the raw material has become depleted and the price has increased.In addition, restrictions on the environment in which it can be used have been tightened due to the risk of lung cancer if inhaled asbestos dust.
As a result, attempts have been made over the last dozen years to strengthen cement products with fibers other than asbestos, and recently, alkali-resistant glass fiber reinforced cement products have come into the spotlight.
しかしセメント製品の強化用繊維として使用する耐アル
カリガラス繊維は耐アルカリ性とはいうものの未だアス
ベストに較ベアルカリに対する性能が劣り、蒸気養生の
際加えられる温度はせいぜい60℃が上限で、80〜9
0℃での高温蒸気養生を行うと耐アルカリガラス繊維の
劣化による強度の大巾な低下は避けられない。However, although the alkali-resistant glass fibers used as reinforcing fibers for cement products are said to be alkali-resistant, their performance against alkalis is still inferior to that of asbestos, and the temperature applied during steam curing is limited to 60°C and 80 to 90°C.
If high-temperature steam curing is performed at 0°C, a drastic decrease in strength due to deterioration of the alkali-resistant glass fiber is unavoidable.
また耐アルカリガラス繊維は通常チョツプドストランド
の形で使用されるため、耐アルカリ繊維強化セメント製
品の抄造成型工程におけるp水性はF水時間が1分以下
と早すきで、セメントのリテンションが約10%と低く
なり、はとんどのセメントが流亡し、しかも耐アルカリ
ガラス繊維のヤング率が高過ぎるため繊維強化セメント
製品を抄造成型したとき、成型板の表面からガラス繊維
が突出するなどして賦型性が悪い。In addition, since alkali-resistant glass fibers are usually used in the form of chopped strands, the p-aqueous properties in the papermaking process of alkali-resistant fiber-reinforced cement products are as fast as F-water time of 1 minute or less, which improves cement retention. The ratio is as low as about 10%, and most of the cement is washed away. Moreover, the Young's modulus of the alkali-resistant glass fiber is too high, so when fiber-reinforced cement products are made into paper and molded, glass fibers protrude from the surface of the molded plate. It has poor formability.
また耐アルカリガラス繊維はアスベストと比較すると価
格が高く、アスベストの代替品としてはまだ不充分な点
が多かった。Furthermore, alkali-resistant glass fibers are more expensive than asbestos, and there are still many deficiencies as a substitute for asbestos.
本発明は石綿スレート板等のアスベスト強化セメント製
品のアスベスト代替物として使用できる繊維を使用して
石綿スレート板に匹敵する強度を持った繊維強化セメン
ト製品を得ることを目的としてなされたものであって、
種々研究の結果、特許請求の範囲に記載の組成力)らな
る耐アルカIE無機質繊維強化セメント製品は従来の耐
アルカリガラス繊維強化セメント板の有する諸欠点を除
き、アスベスト強化セメント製品に匹敵する繊維強化セ
メント製品を得ることができたものである。The present invention was made for the purpose of obtaining fiber-reinforced cement products with strength comparable to asbestos slate boards by using fibers that can be used as an asbestos substitute for asbestos-reinforced cement products such as asbestos slate boards. ,
As a result of various studies, the alkali-resistant IE inorganic fiber-reinforced cement product consisting of the composition described in the claims has been found to be comparable to asbestos-reinforced cement products, except for the various drawbacks of the conventional alkali-resistant glass fiber-reinforced cement board. We were able to obtain a reinforced cement product.
本発明のアスベスト代替物として使用できる耐アルカリ
性無機質繊維は
SiO240〜50重量%
CaOO〜10 〃
Mg0 15〜25 〃Fe2O
3+FeOO〜10 〃
Al2O35〜15 〃
MnO2〜15//
(ただし、CaO+ Fe 203 + FeO+ M
nOの合計量は20重量%以下でなければならない)を
主成分とするものであって、資源的に十分に確保し得る
安価な天然石を利用し、マルチロータを用いた遠心R維
化方式で直径2〜10μの短繊維を形成する。The alkali-resistant inorganic fibers that can be used as an asbestos substitute in the present invention include SiO2 40-50% by weight CaOO-10 Mg0 15-25 Fe2O
3+FeOO~10 〃 Al2O35~15 〃 MnO2~15// (However, CaO+ Fe 203 + FeO+ M
The total amount of nO must be less than 20% by weight), and it is made using inexpensive natural stone that can be sufficiently secured in terms of resources, and by the centrifugal R fiberization method using a multi-rotor. Form short fibers with a diameter of 2 to 10 microns.
そのため、価格的にはアスベストと同等乃至はそれ以下
に、且つ耐アルカリガラス繊維の約1//1oと安価に
製造することができる。Therefore, it can be manufactured at a cost equivalent to or lower than that of asbestos, and at about 1/10 of alkali-resistant glass fiber.
しかもこの耐アルカリ性無機質繊維は平均径20mm以
下の粒状化した集合短繊維の形状を有しているので、成
型板の賦形性を可能にし、且つアスベストに較べ河水性
に優れ、耐アルカリガラス繊維のように河水時間が早す
ぎることもなく、適度の済水性を有するので、アスベス
ト強化セメント製品の成型時に較べ成型p水性を向上し
、生産上の向上を達成することができる。In addition, this alkali-resistant inorganic fiber has the shape of granular aggregated short fibers with an average diameter of 20 mm or less, making it possible to form molded plates, and has superior water resistance compared to asbestos, making it alkali-resistant glass fiber. Since the water drainage time is not too fast as in the case of the above, and it has a suitable water discharging property, it is possible to improve the molding p water property when molding asbestos-reinforced cement products and achieve improvements in production.
更に80〜90℃の高温蒸気養生が可能であり、強度的
にアスベスト強化セメント板に匹敵する強化セメント板
を得ることができた。Furthermore, high-temperature steam curing at 80 to 90°C was possible, and a reinforced cement board comparable in strength to asbestos reinforced cement boards could be obtained.
そこで上記無機質繊維においてS r 02が40重量
%未満であると塩基性酸化物の配合量とも関連して、耐
アルカリ性、耐熱性を満足する繊維を得ることはできな
い。Therefore, if S r 02 is less than 40% by weight in the above-mentioned inorganic fiber, it is impossible to obtain a fiber that satisfies alkali resistance and heat resistance in relation to the amount of basic oxide added.
また50重量%を超えると溶融液の粘度が高くなり、マ
ルチロータ遠心法による繊維化が困難となる。Moreover, if it exceeds 50% by weight, the viscosity of the melt increases, making it difficult to form fibers by multi-rotor centrifugation.
CaOは繊維強度、耐熱性を向上させる目的から10重
量%未満としなければならず、10重量%を超すと耐熱
性、その他の繊維物性は低下する。CaO must be contained in an amount of less than 10% by weight for the purpose of improving fiber strength and heat resistance, and if it exceeds 10% by weight, heat resistance and other fiber properties deteriorate.
MgOはCaOの上記欠点を補足する意味とマルチロー
タ遠心法に適した粘度とするために15〜25重量%が
必要となる。MgO is required in an amount of 15 to 25% by weight to compensate for the above-mentioned drawbacks of CaO and to provide a viscosity suitable for multi-rotor centrifugation.
なおMgOが25重量%を超えると粘度が低くなり過ぎ
、適性粘度から外れるばかりではなく、酸性酸化物の必
要量を維持できなくなって耐アルカリ性も劣化する。Note that when MgO exceeds 25% by weight, the viscosity becomes too low and not only deviates from the appropriate viscosity, but also makes it impossible to maintain the required amount of acidic oxide, resulting in deterioration of alkali resistance.
また15重量□未満では粘度の上昇を来し、逆に繊維化
適性粘度から外れてしまう。On the other hand, if it is less than 15 □ by weight, the viscosity will increase, and the viscosity will deviate from the viscosity suitable for fiberization.
F e 203及びFeOは耐熱性の向上ならびに繊維
径が2〜10μのときに、しなやかな繊維を得るために
有用であるが、10重量%を超えると耐アルカリ性が低
下する。F e 203 and FeO are useful for improving heat resistance and obtaining flexible fibers when the fiber diameter is 2 to 10 μm, but when the amount exceeds 10% by weight, alkali resistance decreases.
Al2O3はSiO2と複合して繊維強度の向上に有効
であるが、配合量が増大すると溶融液の粘度上昇、失透
温度の上昇を生じ、溶融エネルギーコストを高める。Al2O3 is effective in improving the fiber strength when combined with SiO2, but when the amount added increases, the viscosity of the melt increases, the devitrification temperature increases, and the melting energy cost increases.
そして15重量%を超えると耐アルカリ性が低下する。If it exceeds 15% by weight, alkali resistance will decrease.
逆に5重量%未満になると良好な繊維が得られない。Conversely, if it is less than 5% by weight, good fibers cannot be obtained.
MnOはこれを含有させることによってMgOでは得ら
れない効果、すなわち、溶融性が非常に良好な、均一な
溶融液と良好な耐アルカリ性が得られる。By including MnO, effects that cannot be obtained with MgO can be obtained, namely, a uniform melt with very good meltability and good alkali resistance.
配合量はロックファイバーの場合ガラス繊維とは異なり
、2〜15重量%でも十分な粘度低下効果があり、また
溶融液の安定性、清澄作用が発揮される。In the case of rock fibers, the blending amount is different from that of glass fibers, and even a content of 2 to 15% by weight has a sufficient viscosity lowering effect, and also exhibits stability and clarification of the melt.
1例として5重量%配合で繊維適性化温度を約80℃低
下させる作用がある。As an example, a blend of 5% by weight has the effect of lowering the fiber conditioning temperature by about 80°C.
15%を超えて配合することは不必要であると同時に、
これ以上MnOを高配合すると、SiO2を必要量確保
できなくなり、溶融液の繊維化の面から好ましくないこ
とになる。It is unnecessary to blend more than 15%, and at the same time,
If MnO is blended in a higher amount than this, it becomes impossible to secure the required amount of SiO2, which is undesirable from the viewpoint of fiberization of the melt.
またMnOが2重量%未満では融剤としての性質が発揮
されず、溶融液の粘度が上昇し、MnOを添加した効果
が発揮されない。Furthermore, if MnO is less than 2% by weight, properties as a fluxing agent are not exhibited, the viscosity of the melt increases, and the effect of adding MnO is not exhibited.
なお上記個別成分の組成の規制とは別にMnO+ Ca
O+Fe 20s + F eoの合計量を20重量%
以下に制限した理由は、総合的にながめてマルチロータ
遠心法による適性繊維化条件、すなわち、適性粘度にま
で低下させるにはこれらの合計量が20重量%で十分で
あり、しかも不必要に多量の添加を行うことによって、
耐アルカリ性に有効な5I02の量を低下させなければ
ならなくなるからである。In addition to regulating the composition of the individual components mentioned above, MnO + Ca
The total amount of O + Fe 20s + F eo is 20% by weight
The reason for the following limitations is that a total amount of 20% by weight is sufficient to meet the appropriate fiberization conditions by multi-rotor centrifugation, that is, to reduce the viscosity to an appropriate viscosity. By adding
This is because the amount of 5I02 effective for alkali resistance must be reduced.
しかしてセメント製品に十分な繊維補強効果を発現させ
るためには、耐アルカリ性無機質繊維は10〜25重量
%を必要とし、10重量%未満ではセメント製品に十分
な繊維補強効果が現れず、火焔に曝したとき爆裂現象が
生じ、セメント製品の寸法変化が極端に悪化する。However, in order to produce sufficient fiber reinforcing effect in cement products, alkali-resistant inorganic fibers need to be used in an amount of 10 to 25% by weight; if it is less than 10% by weight, cement products will not have sufficient fiber reinforcing effect, and flame When exposed to it, an explosion phenomenon occurs and the dimensional change of cement products becomes extremely aggravated.
また逆に25重量%を超えるとセメント製品のコストが
高くなり、比重が軽くなるという欠点が生じる。On the other hand, if it exceeds 25% by weight, the cost of the cement product will be high and the specific gravity will be low.
上記の適正量の耐アルカリ性無機質繊維で補強されたセ
メント製品の繊維補強効果を補完するためには、アスベ
ストを最高15重量%まで加えると好適であり、15重
量%を超えると繊維強化セメント製品を抄造するときの
ρ水性が悪くなり、アスベストを耐アルカリ性無機質繊
維で代替するという本発明の意味がなくなってしまう。In order to supplement the fiber reinforcement effect of cement products reinforced with the appropriate amount of alkali-resistant inorganic fibers mentioned above, it is preferable to add asbestos up to 15% by weight, and if it exceeds 15% by weight, fiber reinforced cement products The ρ water resistance during papermaking becomes poor, and the purpose of the present invention, which is to replace asbestos with alkali-resistant inorganic fiber, is lost.
パルプはセメント製品のコストダウンと抄造時のセメン
トのリテンション向上のために1〜5重量%必要とし、
1重量%未満ではリテンション向上効果が現れず、逆に
5重量%を超えると不燃性の点で問題が生じ、また湿度
変化に伴うセメント製品の寸法変化が大きくなるという
欠点が生じる。Pulp is required at 1 to 5% by weight to reduce the cost of cement products and improve cement retention during papermaking.
If it is less than 1% by weight, the retention improvement effect will not appear, and if it exceeds 5% by weight, problems will arise in terms of non-flammability, and there will also be a drawback that the dimensional change of the cement product will increase due to changes in humidity.
しかしてアスベストとパルプの合計量は0〜15重量%
でなければならない。However, the total amount of asbestos and pulp is 0 to 15% by weight.
Must.
この理由は15重量%を超えるとセメント製品のコスト
が高くなり、また抄造時の汗水性が悪くなり、更に石綿
スレート板とセメント製品の組成が変らぬことになり、
アスベストを耐アルカリ性無機質繊維で代替するという
本発明の目的が意味を失うことになる。The reason for this is that if it exceeds 15% by weight, the cost of the cement product will increase, sweat resistance during papermaking will deteriorate, and the composition of the asbestos slate board and the cement product will not change.
The purpose of the present invention, which is to replace asbestos with alkali-resistant inorganic fibers, would be meaningless.
セメントは適正な強度を保持するためには65〜85重
量ぞ必要であり、65重量%未満では繊維強化セメント
製品に十分な強度が発現せず、逆に85重量%を超える
と繊維強化セメント製品の衝撃強度が低下する。In order to maintain proper strength, cement requires a weight of 65 to 85%, and if it is less than 65% by weight, fiber-reinforced cement products will not have sufficient strength, whereas if it exceeds 85% by weight, fiber-reinforced cement products will not have sufficient strength. impact strength decreases.
ポリプロピレン繊維は曲げ強度には影響がないが、これ
を添加すると衝撃強度が向上するため、最高0.5重量
%まで加えると好適で、0.5重量%を超えるとかさば
ってセメント製品の成形がうまくいかない。Polypropylene fibers have no effect on bending strength, but adding them improves impact strength, so it is preferable to add up to 0.5% by weight; if it exceeds 0.5%, it becomes bulky and makes it difficult to form cement products. It doesn't work.
以下実施例について具体的に説明する。Examples will be explained in detail below.
先づ比較例として
A S s 0239.4%(以下特に明記しないが
全て重量%を示す)、Ca037.4%、Mg05.3
%。First, as a comparative example, A S s 0239.4% (hereinafter not specified, all weight percentages are shown), Ca037.4%, Mg05.3
%.
Fe2O3+FeO,0,5%、A720313.4%
。Fe2O3+FeO, 0.5%, A720313.4%
.
T t 021.7%、その他2.3%からなる組成の
平均繊維径4.2μの普通のロックファイバー、B %
開明54−101922号公報に開示されたロックファ
イバーに相当するS t 02473%。Ordinary rock fiber with an average fiber diameter of 4.2μ with a composition consisting of T t 021.7% and other 2.3%, B %
S t 02473% corresponding to the lock fiber disclosed in JP-A No. 54-101922.
CaO3,4%、Mg023.6%e F e 203
+FeO3,4%、 A120392.5%* Ti
O21,1%、その他2.6%からなる組成の平均繊維
径3.5μの耐アルカリ性ロックファイバー、
C本発明の810245.8%、CaO3,6%、 M
g022.3%* Fe2O3+FeO3,1%、A1
2039.6%、 Mn04.1%、TiO215%、
その他3.0%からなる組成の平均繊維径3.3μの耐
アルカリ性無機質繊維の3種類のロックファイバーを選
び、且つ
D 石綿スレート板の標準組成として、ショツパー汗水
試験機によるショ°ンパー河水度40〜50 (7)ハ
ル7’ 3 Fi量%、クリソタイルアスベス)6Dグ
レードのアスベスト22重量%、普通ポルトランドセメ
ント75重量%とから成る組成物を選び、これを実験番
号1とする。CaO3,4%, Mg023.6%e Fe 203
+FeO3.4%, A120392.5%* Ti
Alkali-resistant rock fiber with an average fiber diameter of 3.5μ with a composition consisting of 1.1% O2 and 2.6% others, C 810245.8% of the present invention, 3.6% CaO, M
g022.3%* Fe2O3+FeO3,1%, A1
2039.6%, Mn04.1%, TiO215%,
Three types of alkali-resistant inorganic fibers with a composition of 3.0% and an average fiber diameter of 3.3μ were selected, and D. ~50 (7) A composition consisting of 22% by weight of Hull 7' 3 Fi (chrysotile asbeth) 6D grade asbestos and 75% by weight of ordinary Portland cement was selected and designated as Experiment No. 1.
そして
(イ)上記標準組成の石綿スレート板り中のアスベスト
の全量をA、B、Cそれぞれで置換したものを実験番号
2,3.4とし、
(ロ)上記石綿スレート板中のアスベストを5重量%と
じ、残りをA、B、Cでそれぞれ置換したものを実験番
号5,6.7とし、
(/シ上記石綿スレート板中のアスベストを11重量%
とし、残りをA、B、Cそれぞれで置換したものを実験
番号8.9.10とする。(b) The total amount of asbestos in the asbestos slate board with the above standard composition was replaced with A, B, and C, respectively, as experiment numbers 2 and 3.4, and (b) the asbestos in the asbestos slate board with the above standard composition was replaced with 5 Experiment Nos. 5 and 6.7 were obtained by binding the weight% and replacing the rest with A, B, and C, respectively.
The experiment number 8.9.10 is obtained by replacing the remainder with A, B, and C, respectively.
しかして上記実験番号1乃至10の混合固体組成物のそ
れぞれに水を添加してスラリー濃度5%になるように調
整して攪拌混合した後、長網式抄造機上で減圧して抄造
した。Water was added to each of the mixed solid compositions of Experiment Nos. 1 to 10 to adjust the slurry concentration to 5%, the mixture was stirred and mixed, and then the mixture was made into paper by reducing the pressure on a fourdrinier paper making machine.
抄造後プレスによって加圧成型し、厚さ5〜7間、比重
1.5前後のウェットマントを作製した。After papermaking, it was press-molded using a press to produce a wet cloak with a thickness of 5 to 7 and a specific gravity of around 1.5.
このウェットマントはただちに60℃±3℃または90
℃±3℃でそれぞれ24時間蒸気養生を行い、以後20
’C,70%RHの条件のもとて4週間室温放置養生後
曲げ強度の測定を行った。This wet cloak can be used immediately at 60℃±3℃ or 90℃.
Steam curing was carried out for 24 hours at ℃±3℃, and then 20 hours.
The bending strength was measured after curing at room temperature for 4 weeks under the conditions of 'C and 70% RH.
板の曲げ強度は巾50mm、長さ200mm、厚さ5〜
7關の試験体について東洋ボールドウィン社製テンシロ
ンで測定した。The bending strength of the plate is 50mm wide, 200mm long, and 5mm thick.
Seven test specimens were measured using a Tensilon manufactured by Toyo Baldwin.
試料の大きさを除いてその他はJIS A1408に
準拠して試験した。The test was conducted in accordance with JIS A1408 except for the sample size.
比重1.5の曲げ強度は比重換算剤(二乗)すなわd]
5
ちPX(・ )2によって算出した。The bending strength of a specific gravity of 1.5 is determined by a specific gravity converter (squared) or d]
5 Calculated using PX(・ )2.
ここでPはO
実測曲げ強度、dは比重で、doは試験体の比重を示す
。Here, P is the measured bending strength of O, d is the specific gravity, and do is the specific gravity of the test specimen.
以下衣1に実施例と比較例についての成分組成米米と特
性について示す。The ingredient composition and characteristics of Examples and Comparative Examples are shown below in Clothing 1.
なおアスベスト14重量%、無機質繊維8重量%(置換
率318%)、パルプ3重量%、セメント75重量%か
らなる本発明の繊維強化セメント板を作製し同様の試験
を行ったが、抄造の際ρ水時間が9分であったほかは得
られたセメント板の物性は置換率50%の繊維強化セメ
ント板とほとんど変りなかった。A fiber-reinforced cement board of the present invention consisting of 14% by weight of asbestos, 8% by weight of inorganic fibers (replacement rate 318%), 3% by weight of pulp, and 75% by weight of cement was prepared and subjected to similar tests, but during papermaking. Other than the ρ water time of 9 minutes, the physical properties of the obtained cement board were almost the same as those of the fiber-reinforced cement board with a substitution rate of 50%.
表1から明らかな通り、普通のロックファイバーは60
℃蒸気養生でも耐アルカリ性が劣るため、石綿スレート
板に較べて強度が低下していることがわかるが、本発明
の耐アルカリ性無機質繊維はアスベストと任意の割合で
、また一方90℃高温蒸気養生ではアスベストの半分ま
で本発明の耐アルカリ性無機質繊維で置換代替できるこ
とがわかる。As is clear from Table 1, ordinary lock fiber is 60
It can be seen that the alkali resistance is poor even when steam-cured at 90°C, so the strength is lower than that of asbestos slate boards. However, the alkali-resistant inorganic fibers of the present invention can be used in any ratio with asbestos, and on the other hand, when cured with high-temperature steam at 90°C, It can be seen that up to half of asbestos can be replaced with the alkali-resistant inorganic fiber of the present invention.
上述のように曲げ強度に関しては適当な置換率を選ぶこ
とによって、石綿スレート板に匹敵する耐アルカリ性無
機質繊維強化セメント板が得られることがわかったので
、更に衝撃強度について検討を行った。As mentioned above, with regard to bending strength, it was found that by selecting an appropriate substitution ratio, an alkali-resistant inorganic fiber-reinforced cement board comparable to asbestos slate boards could be obtained, so impact strength was further investigated.
衝撃強度は90℃高温蒸気養生を行った繊維強化セメン
ト板について、巾10mB厚さ10mm、長さ50mm
に作製した4週間室温養生後の試験体を作製し、森試験
機製作所製のアイゾツト衝撃試験機を使用して測定した
。Impact strength is measured for fiber-reinforced cement boards cured with high temperature steam at 90°C, width 10mB, thickness 10mm, length 50mm.
A test specimen was prepared after being cured at room temperature for 4 weeks, and was measured using an Izot impact tester manufactured by Mori Shikenki Seisakusho.
試験体は実験番号1.4.7.10の組成のものおよび
実験番号4,7.10の組成のものにそれぞれ繊度10
デニール、繊維長20vrrrbの良く開繊したポリプ
ロピレン繊維を0.3 重量%添加したものを作製し、
それぞれ実験番号4’ 、 7’ 、 10’とした。The test specimens were those with the composition of experiment number 1.4.7.10 and those with the composition of experiment numbers 4 and 7.10, each with a fineness of 10.
A well-opened polypropylene fiber of denier and fiber length of 20vrrrb was added at 0.3% by weight,
Experiment numbers were 4', 7', and 10', respectively.
表2から明らかなように、耐アルカリ性無機質繊維強化
セメント板は一般に石綿スレート板に比較し衝撃値の低
下が見られるが、少量のポリプロピレン繊維を添加する
ことにより改善でき、石綿スレート板とほぼ同等の衝撃
値となることがわかる。As is clear from Table 2, alkali-resistant inorganic fiber-reinforced cement boards generally have lower impact values than asbestos slate boards, but this can be improved by adding a small amount of polypropylene fibers, making them almost equivalent to asbestos slate boards. It can be seen that the impact value is .
なお曲げ強度はポリプロピレン繊維を添加しても効果は
見られなかった。Note that no effect on bending strength was observed even when polypropylene fibers were added.
以上述べたように、本発明の耐アルカリ性無機質繊維強
化セメント製品は工業的に安価に製造でき、アスベスト
強化セメント製品の代替物として充分使用することがで
きる。As described above, the alkali-resistant inorganic fiber-reinforced cement product of the present invention can be produced industrially at low cost and can be used satisfactorily as a substitute for asbestos-reinforced cement products.
Claims (1)
スト 0〜15 〃パルプ
1〜5 〃 セメント 65〜85 〃ポリプロピ
レン繊維 0−0.5//〔但し 耐アルカリ性無機質繊維はSin、、40〜50重量%
e Cao 0〜10重量%、Mg015〜25重量
% * Fe2O3+FeOo 〜1o重量%、Ad2
035〜15重量%、Mn02〜15重量%(しかもC
aO+Fe2O3+FeO+MnOの合計は20重量%
以下でなければならない)を主成分とし、アスベストと
パルプの合計は0〜15重量%でなければならない〕の
組成からなる耐アルカ1Jfl無機質繊維強化セメント
製品。[Claims] 1. Alkali-resistant inorganic fiber 10-25% by weight asbestos 0-15 Pulp
1-5〃Cement 65-85〃Polypropylene fiber 0-0.5//[However, the alkali-resistant inorganic fiber is Sin, 40-50% by weight
e Cao 0-10 wt%, Mg015-25 wt% *Fe2O3+FeOo ~1o wt%, Ad2
035-15% by weight, Mn02-15% by weight (and C
The total of aO+Fe2O3+FeO+MnO is 20% by weight
An alkali-resistant 1Jfl inorganic fiber reinforced cement product consisting of the following composition:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55110727A JPS5857385B2 (en) | 1980-08-12 | 1980-08-12 | Alkali-resistant inorganic fiber reinforced cement products |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55110727A JPS5857385B2 (en) | 1980-08-12 | 1980-08-12 | Alkali-resistant inorganic fiber reinforced cement products |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5738358A JPS5738358A (en) | 1982-03-03 |
| JPS5857385B2 true JPS5857385B2 (en) | 1983-12-20 |
Family
ID=14542960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55110727A Expired JPS5857385B2 (en) | 1980-08-12 | 1980-08-12 | Alkali-resistant inorganic fiber reinforced cement products |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5857385B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59133990A (en) * | 1983-01-22 | 1984-08-01 | Nippon Sanso Kk | Brazing filler alloy for vacuum brazing |
| JPS60141659A (en) * | 1983-12-28 | 1985-07-26 | 三井化学株式会社 | High cement keepability cement composition |
| JPS60141657A (en) * | 1983-12-28 | 1985-07-26 | 三井化学株式会社 | Cement composition with high cement keepability |
| JPS6215141U (en) * | 1985-07-12 | 1987-01-29 | ||
| US6258159B1 (en) * | 1999-08-30 | 2001-07-10 | Polymer Group, Inc. | Product and method for incorporating synthetic polymer fibers into cement mixtures |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS523021A (en) * | 1975-06-24 | 1977-01-11 | Nippon Rikagaku Yakuhin Kk | Method for isolation of n-acylcysteine |
| NL7704499A (en) * | 1976-04-28 | 1977-11-01 | Montefibre Spa | REINFORCED CONGLOMERATES FOR THE CONSTRUCTION INDUSTRY AND PROCEDURES FOR OBTAINING THEM. |
-
1980
- 1980-08-12 JP JP55110727A patent/JPS5857385B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5738358A (en) | 1982-03-03 |
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