JPS59461B2 - How to improve cement alkalinity resistance of glass fiber - Google Patents

How to improve cement alkalinity resistance of glass fiber

Info

Publication number
JPS59461B2
JPS59461B2 JP49055264A JP5526474A JPS59461B2 JP S59461 B2 JPS59461 B2 JP S59461B2 JP 49055264 A JP49055264 A JP 49055264A JP 5526474 A JP5526474 A JP 5526474A JP S59461 B2 JPS59461 B2 JP S59461B2
Authority
JP
Japan
Prior art keywords
glass fibers
glass fiber
cement
resistance
improve 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
Application number
JP49055264A
Other languages
Japanese (ja)
Other versions
JPS50148698A (en
Inventor
元京 河井
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.)
NIPPON MUKI ZAIRYO KK
Original Assignee
NIPPON MUKI ZAIRYO KK
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 NIPPON MUKI ZAIRYO KK filed Critical NIPPON MUKI ZAIRYO KK
Priority to JP49055264A priority Critical patent/JPS59461B2/en
Publication of JPS50148698A publication Critical patent/JPS50148698A/ja
Publication of JPS59461B2 publication Critical patent/JPS59461B2/en
Expired legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/10Coating or impregnating
    • C04B20/1018Coating or impregnating with organic materials
    • C04B20/1029Macromolecular compounds
    • C04B20/1044Bituminous materials

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Treatments For Attaching Organic Compounds To Fibrous Goods (AREA)
  • Surface Treatment Of Glass Fibres Or Filaments (AREA)

Description

【発明の詳細な説明】 ポルトランドセメント類、石灰乳Ca (OH) 2、
水ガラスなどを加えたモルタルやプラスターなどに、ガ
ラス繊維を混合して、強度と耐久性を向上する試みは、
かなり古くから内外の当業者で行われてはいたが、多く
はそれはどの実効をあげることができなかった。
[Detailed description of the invention] Portland cements, lime milk Ca (OH) 2,
Attempts have been made to improve strength and durability by mixing glass fiber with mortar or plaster containing water glass, etc.
Although this method has been practiced by those skilled in the art both at home and abroad for quite some time, most of them have not been able to achieve any practical results.

その主たる理由は、これらセメント類の水和固化反応の
過程で遊離するCa(OH)2、MS/(OH)2やK
OHやNaOHなどがガラス繊維の表面を浸して、ガラ
ス繊維の引張強度を減じ、またポルトランドセメントな
ど固化の完結した後も、かなり長期にわたってCa(O
H)2などが水溶液の状態で内蔵されていて、このCa
(OH)2が繊維と接触してその引張強度を減するため
である。
The main reason for this is that Ca(OH)2, MS/(OH)2, and K are liberated during the hydration solidification reaction of these cements.
OH, NaOH, etc. soak the surface of glass fibers, reducing their tensile strength, and even after solidification, such as Portland cement, Ca(O
H) 2 etc. are contained in an aqueous solution state, and this Ca
This is because (OH)2 contacts the fibers and reduces their tensile strength.

この残留しているCa(OH)2に浸されないようにす
るために、ガラス繊維を安価に、かつ容易に耐セメント
アルカリ性のもので被覆できればよいことである。
In order to prevent the glass fibers from being immersed in the remaining Ca(OH)2, it would be good if the glass fibers could be coated with a cement-alkali-resistant material at low cost and easily.

ここに於て本発明者はカチオン性アスファルト乳剤をガ
ラス繊維に被覆することに着想し、これを使用した処、
極めて好結果を示し、ガラス繊維の耐セメントアルカリ
性を特に向上さすことを確認したのである。
Here, the present inventor came up with the idea of coating glass fiber with a cationic asphalt emulsion, and using this,
The results were very good, and it was confirmed that the cement alkali resistance of glass fibers was particularly improved.

従来のアスファルト乳剤は、その中に含まれているアス
ファルト粒子はすべて(−)の電荷をもって水中に分散
しているが、カチオン性アスファルト乳剤中に含まれて
いるアスファルト粒子は特殊な方法1こよって強力な(
+の電荷を付与さnて水中に分散している。
In conventional asphalt emulsions, all of the asphalt particles contained therein are dispersed in water with a (-) charge, but the asphalt particles contained in cationic asphalt emulsions are dispersed by a special method 1. powerful(
It is given a + charge and dispersed in water.

このようにすべてのアスファルト粒子に強力な(ト)の
電荷を与えである点が、カチオン性アスファルト乳剤の
一番大きな特徴である。
The most important feature of cationic asphalt emulsions is that all asphalt particles are given a strong (g) charge.

従ってカチオン性アスファルト乳剤中にガラス繊維を浸
漬すると、図示の如く容易に(@の電荷を持っているガ
ラス繊維の全周にアスファルト粒子の(イ)電荷が互に
吸引しあい、水分の有る場合に限り両者は電気的に握固
に接着する。
Therefore, when glass fibers are immersed in a cationic asphalt emulsion, as shown in the figure, the (a) charges of the asphalt particles are easily attracted to each other around the entire circumference of the glass fibers (which have an electric charge of @), and when there is moisture, As long as the two are electrically bonded firmly.

即ち、図面からもわかるように、カチオン性アスファル
ト乳剤に被覆さ孔たガラス繊維は耐セメントアルカリ性
が非常に犬となるわけである。
That is, as can be seen from the drawings, the perforated glass fibers coated with the cationic asphalt emulsion have very low cement alkali resistance.

以下実施例について述べる。Examples will be described below.

実施例 1 含アルカリガラス繊維10本を取り、これをアスファル
トのカチオン性乳剤である日瀝化学工業株式会社製のC
ME−3(商品名、以下同じ)の50%(容積)の溶液
に繊維を常温で30分間浸漬し、更に浸漬したものをポ
ルトランドセメント上澄液(PH12〜14)で液温9
0〜95℃で2.5時間浸漬処理を行って耐セメントア
ルカリ性を試験した結果は次表の通りである。
Example 1 Ten alkali-containing glass fibers were taken and mixed with asphalt cationic emulsion C manufactured by Nichirei Kagaku Kogyo Co., Ltd.
The fibers were immersed in a 50% (volume) solution of ME-3 (trade name, the same hereinafter) at room temperature for 30 minutes, and the immersed fibers were further soaked in Portland cement supernatant liquid (PH 12-14) at a temperature of 9.
The cement alkaline resistance was tested by immersion treatment at 0 to 95° C. for 2.5 hours, and the results are shown in the following table.

上表の通り無処理のものの平均強度は49.92Icg
/mL これをCME−3で処理したものは62、5
0 kg/mat、更にポルトランドセメント上澄液に
浸漬したものは71.92 kg/mILと向上するこ
とを示している。
As shown in the table above, the average strength of the untreated product is 49.92Icg.
/mL This treated with CME-3 is 62,5
0 kg/mat, and that which was further immersed in Portland cement supernatant liquid showed an improvement to 71.92 kg/mIL.

従って耐セメントアルカリ性は寧ろ向上することを示し
ている。
This indicates that the cement alkali resistance is rather improved.

実施例 2 含アルカリガラス繊維長さ100cIrLのもの20本
、繊度19〜22μを取す、これを50(mづつに次の
通り二分し、 A(20本)・・・・・・・・・無処理のものB(20
本片・・・・・・・・本発明により処理したもの先ずA
から無処理の分につき夫々強度試験を行い、続いてこれ
をポルトランドセメント上澄液に90〜95℃、2.5
時間処理したものにつき強度試験を行い、夫々平均値を
記す。
Example 2 Take 20 alkali-containing glass fibers with a length of 100 cIrL and a fineness of 19 to 22μ, and divide them into two parts of 50 m each as follows: A (20 fibers)... Untreated B (20
Book piece......Those treated according to the present invention First, A
A strength test was conducted on each untreated portion, and then this was added to the Portland cement supernatant at 90-95°C for 2.5 minutes.
A strength test was performed on the time-treated samples, and the average value for each was recorded.

次にBから本発明方法によるものとして日瀝化学工業株
式会社のカチオン性アスファルト乳剤(CPE−4、商
品名)に20分間常温で浸漬したものの強度試験を行い
、ついでこの分のポルトランドセメント上澄液PH12
〜14で2.5時間、90〜95℃で処理したものの強
度試験を行いたる結果は次表の通りである。
Next, from B, a strength test was carried out using the method of the present invention, which was immersed in a cationic asphalt emulsion (CPE-4, trade name) manufactured by Nichirei Kagaku Kogyo Co., Ltd. for 20 minutes at room temperature. Liquid PH12
The results of the strength test of the samples treated at 90 to 95° C. for 2.5 hours at ~14° C. are shown in the table below.

尚、パルミチン酸ソーダ (PN)CH3(CH2) 14C0ONa或はラウリ
ルトリメチルアンモニウムクロライド (WC) (CHa (CH2)11 N(CHa )
s 〕Ct+を微量、即ちパルミチン酸ソーダは0.
1%、ラウリルトリメチルアンモニウムクロライドは0
.1%及び0.5%を加えたものの試験を同様に行った
In addition, sodium palmitate (PN) CH3 (CH2) 14COONa or lauryltrimethylammonium chloride (WC) (CHa (CH2) 11 N (CHa )
s] A trace amount of Ct+, that is, sodium palmitate is 0.
1%, lauryltrimethylammonium chloride 0
.. Tests were conducted in the same manner with the addition of 1% and 0.5%.

これはヒメントは大部分が水中で(→に電荷されている
が、中には僅かながら(田に荷電されたものもあるから
、これらを微量加えたものの試験を行い、同様に強度試
験を行い次表に示す。
This is because most of the Hymento is charged as (→) in water, but there is also a small amount of it as (), so we conducted a test with a small amount of these added, and conducted a strength test in the same way. Shown in the table below.

上表に示す如く、無処理のものの耐セメントアルカリ性
は極度に低下するが、アスファルト乳剤(CPE−4)
で処理したものの耐セメントアルカリ性寧ろ向上する傾
向を示している。
As shown in the table above, asphalt emulsion (CPE-4) has extremely low cement alkalinity resistance when untreated.
However, the alkaline resistance of the cement even after treatment showed a tendency to improve.

更に、パルミチン酸ソーダを0.1幅又はラウリルトリ
メチルアンチモニアクロライド’) 0.1%、特に0
.5%の方がセメント上澄液で処理した分の引張強度は
向上していることを認める。
Furthermore, 0.1% sodium palmitate or 0.1% lauryltrimethylantimonia chloride, especially 0.
.. It is recognized that the tensile strength of the cement supernatant treated with 5% is improved.

実施例 3 実施例2と同様なるも、ただアスファルト乳剤で処理後
100℃で10分間熱処理を施しただけを異にする。
Example 3 Same as Example 2, except that after treatment with asphalt emulsion, heat treatment was performed at 100° C. for 10 minutes.

こnは繊維の表面を平滑にするためのものである。This is to make the surface of the fiber smooth.

上表より100℃で10間の乾燥させても変りはないこ
とがわかった。
From the table above, it was found that there was no change even after drying at 100°C for 10 hours.

実施例 4 本実施例は日瀝化学工業株式会社特製のカチオン性アス
ファルト乳剤であるA乳剤(商品名、PH7)を使用し
たので、その他は全部実施例2と同様である。
Example 4 In this example, emulsion A (trade name, PH7), which is a cationic asphalt emulsion manufactured by Nichirei Chemical Co., Ltd., was used, and everything else was the same as in Example 2.

次表に示す通り、前実施例と大差なく、耐セメントアル
カリ性のあることがわかった。
As shown in the following table, there was no major difference from the previous example, and it was found that the cement had alkaline resistance.

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

図面は本発明方法の原理機構の説明図である。 The drawing is an explanatory diagram of the principle mechanism of the method of the present invention.

Claims (1)

【特許請求の範囲】[Claims] 1 ガラス繊維をカチオン性アスファルト乳剤に微量の
ラウリルトリメチルアンモニウムクロライド又はパルミ
チン酸ソーダを添加したものに浸漬し、その表面を被覆
することを特徴とするガラス繊維の耐セメントアルカリ
性を向上さす方法。
1. A method for improving cement alkalinity resistance of glass fibers, which comprises immersing glass fibers in a cationic asphalt emulsion to which a trace amount of lauryltrimethylammonium chloride or sodium palmitate is added to coat the surface of the glass fibers.
JP49055264A 1974-05-17 1974-05-17 How to improve cement alkalinity resistance of glass fiber Expired JPS59461B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP49055264A JPS59461B2 (en) 1974-05-17 1974-05-17 How to improve cement alkalinity resistance of glass fiber

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP49055264A JPS59461B2 (en) 1974-05-17 1974-05-17 How to improve cement alkalinity resistance of glass fiber

Publications (2)

Publication Number Publication Date
JPS50148698A JPS50148698A (en) 1975-11-28
JPS59461B2 true JPS59461B2 (en) 1984-01-06

Family

ID=12993729

Family Applications (1)

Application Number Title Priority Date Filing Date
JP49055264A Expired JPS59461B2 (en) 1974-05-17 1974-05-17 How to improve cement alkalinity resistance of glass fiber

Country Status (1)

Country Link
JP (1) JPS59461B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01263251A (en) * 1988-04-14 1989-10-19 Nippon Steel Corp Continuous hot dipping method
JPH0559574A (en) * 1991-02-14 1993-03-09 Beckett Ind Inc Method of demetalization

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4917817A (en) * 1972-06-09 1974-02-16

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01263251A (en) * 1988-04-14 1989-10-19 Nippon Steel Corp Continuous hot dipping method
JPH0559574A (en) * 1991-02-14 1993-03-09 Beckett Ind Inc Method of demetalization

Also Published As

Publication number Publication date
JPS50148698A (en) 1975-11-28

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