JPS5815451B2 - Soda Setsukai Glass Silicone Glass Senio Thai Cement Alkali Seinisuru Hohou - Google Patents
Soda Setsukai Glass Silicone Glass Senio Thai Cement Alkali Seinisuru HohouInfo
- Publication number
- JPS5815451B2 JPS5815451B2 JP48143118A JP14311873A JPS5815451B2 JP S5815451 B2 JPS5815451 B2 JP S5815451B2 JP 48143118 A JP48143118 A JP 48143118A JP 14311873 A JP14311873 A JP 14311873A JP S5815451 B2 JPS5815451 B2 JP S5815451B2
- Authority
- JP
- Japan
- Prior art keywords
- glass
- soda
- setsukai
- seinisuru
- hohou
- 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
Links
Landscapes
- 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ー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轟業者で行われてはいたが、多くは
それほどの実効をあげることができなかった。[Detailed Description of the Invention] Attempts to improve strength and durability by mixing glass fiber with mortar or plaster containing Portland cement, lime milk Ca(OH)2, water glass, etc. are quite old. Since then, many companies at home and abroad have been carrying out this method, but most of them have not been very effective.
その主たる理由は、これらセメント類の水和固化反応の
過程で遊離のCa(OH)2、Mg(OH)2やKOH
,NaOHなどがガラス繊維の表面に浸して、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(OH
)2などが水溶液の状態で内蔵されているためである。The main reason for this is that free Ca(OH)2, Mg(OH)2 and KOH are released during the hydration solidification reaction of these cements.
, NaOH, etc. are soaked on the surface of the glass fibers to reduce the tensile strength of the glass fibers, and even after solidification, such as Portland cement, Ca(OH)
)2 etc. are contained in the form of an aqueous solution.
従って一般に多くのガラスの耐セメントアルカリ性は、
その耐酸性や耐水性に比し、極めて低くなっているので
、アルカリ性成分な多く含むポルトランドセメント類や
石灰質セメントなどの補強繊維材としては不適当である
。Therefore, in general, the cement alkalinity resistance of many glasses is
Since its acid resistance and water resistance are extremely low, it is unsuitable as a reinforcing fiber material for Portland cements and calcareous cements that contain a large amount of alkaline components.
ここにおいて本発明は、ジルコニウム無機強酸塩、即ち
塩化ジルコニウム、硫酸ジルコニウム、或いは硝酸ジル
コニウム、これにハフニウム無機強酸塩、即ち塩化ハフ
ニウム、硫酸ハフニウム、或いは硝酸ハフニウムを加え
た混合水溶液を用いて、ソーダ石灰ガラス系のガラス繊
維表面をイオン交換して、ジルコニウム及びハフニウム
の密な表面を形成して、耐セメントアルカリ性を与える
方法で、この方法によればソーダ石灰ガラス系のガラス
繊維に対し、容易に且つ同程度以上の引張強度を保有せ
しめることができることが判った。Here, the present invention uses a mixed aqueous solution of a strong inorganic salt of zirconium, that is, zirconium chloride, zirconium sulfate, or zirconium nitrate, and a strong inorganic salt of hafnium, that is, hafnium chloride, hafnium sulfate, or hafnium nitrate. This is a method of ion-exchanging the surface of glass fibers to form a dense surface of zirconium and hafnium to provide cement alkalinity resistance. According to this method, soda lime glass fibers are easily and It was found that the same or higher tensile strength can be maintained.
尚、上記引張強度がセメントアルカリ性に耐えること、
更に寧ろ上昇することも判った。In addition, the above tensile strength should withstand cement alkalinity,
It was also found that it was rising even further.
以下実施例について述べる。Examples will be described below.
実施例
本実施例には、塩化ジルコニウム及び塩化ハフニウムを
使用した。Example In this example, zirconium chloride and hafnium chloride were used.
この濃度は次表の通りである。その実施要領は、先づビ
ーカーで塩化ジルコニラム1.0%、塩化ハフニウム1
.0%の濃度の水溶液を造り、これを沸騰している湯煎
に入れて、90℃以上にあげて、予め準備し置きたる、
ソーダ石灰ガラス系のガラス繊維、その繊維の径24〜
19μ、長さ100cmのもの20本を、50cmの処
で切断して、これを次の通り2組、即ちA“及びB“に
分ち
A“50cmX20本
B“50cmX20本
先づA“組のものを増出し、その一端10Cm部分を上
記水溶液に浸漬し、2時間おいた後取出し、水洗、乾燥
せしめて、無処理部分と処理部分の繊維につき、引張荷
重測定を行い、強度的比較を行った。The concentrations are shown in the table below. The procedure is to first add 1.0% zirconylam chloride and 1% hafnium chloride in a beaker.
.. Prepare an aqueous solution with a concentration of 0%, put it in a boiling water bath, raise the temperature to 90℃ or higher, and prepare it in advance.
Soda-lime glass fiber, diameter 24~
Cut 20 pieces of 19μ and 100cm long at 50cm, and divide them into 2 sets, A" and B" as follows: A: 50cm x 20 pieces B: 50cm x 20 pieces A 10 cm portion of one end of the fiber was immersed in the above aqueous solution, left for 2 hours, taken out, washed with water, and dried. Tensile load was measured on the fibers of the untreated and treated fibers to compare their strength. Ta.
その20本の平均値は次表左側A“に示す通りで、その
引張強度は処理部分の方がはるかに向上せることを示し
ている。The average value of the 20 pieces is shown in A'' on the left side of the table below, indicating that the treated portion has much better tensile strength.
次に他方のB“組のものを取出し、上記同様に、その=
端10cm部分を浸漬し、水洗、乾燥等は上記の通り行
いたる後、そのものを直ちに次の通り浸漬を行った。Next, take out the other B" group and do the same as above, its =
After immersing a 10 cm end portion, washing with water, drying, etc. as described above, the product was immediately immersed as follows.
即ち20Qml容量のステンレス製ビーカーな用意し、
ポルトランドセメント上澄液を100m1とり、その中
に上記繊維の一端10m部分(既にZrCl41.0%
、HfCl41.0%の水溶液で処理済みの部分)を、
この液に浸漬せしめるようにする6即ち、沸騰している
湯煎にと一カーを入れて、90℃以上2.5時間保った
後、ビーカーより繊維を取り出し、水で充分洗篠す乞。In other words, prepare a stainless steel beaker with a capacity of 20Qml,
Take 100 ml of Portland cement supernatant liquid, and place 10 m of one end of the above fiber (already containing 41.0% ZrCl) in it.
, the part treated with an aqueous solution of HfCl41.0%),
After soaking the fibers in this solution, put the beaker in a boiling water bath and keep it at 90°C or higher for 2.5 hours, then remove the fibers from the beaker and wash thoroughly with water.
洗篠の終了はフェノールフタレを滴下して確認する。Confirm the completion of washing by dropping phenol phthalate.
その後、繊維をデシケータ−中で24時間乾燥する。The fibers are then dried in a desiccator for 24 hours.
乾燥後繊維を束より1本づつ抜き取り、両端より、処理
及び無処理部分の引張強度の試験を20本につき行い、
その平均値を次表B“に示す通りで、結果はポルトラン
ドセメント上澄液(pH12〜14)に高温で浸漬して
も、引張強度は低下することなく、寧ろ上昇しているこ
とが判った。After drying, the fibers were pulled out one by one from the bundle, and the tensile strength of the treated and untreated portions was tested for 20 fibers from both ends.
The average values are shown in Table B" below, and the results showed that even when immersed in Portland cement supernatant liquid (pH 12-14) at high temperature, the tensile strength did not decrease, but rather increased. .
以上と同様にして、2回使用繊維の径21〜17μ、3
回使用繊維の径23〜17μ、4回使用繊維の径24〜
17μ、5回使用繊維の径24.5〜19μについても
行い、その成績は次表に示す通り、何れも引張強度は向
上せることを示していると共にポルトランドセメント上
澄液に浸漬しても、寧ろ上昇せることを示している。In the same manner as above, the diameter of the twice-used fiber is 21 to 17μ, 3
The diameter of fibers used twice is 23~17μ, the diameter of fibers used four times is 24~
17μ and 5-time used fibers with diameters of 24.5 to 19μ were also tested, and the results are shown in the following table, showing that the tensile strength was improved in both cases, and even when immersed in Portland cement supernatant, This shows that it can actually rise.
本実施例より、塩化ジルコニウム(ZrC1s)と塩化
ハフニウム(HfC14)の混合割合は、混合液全体の
2%とし、その割振りは適当にすればよいことを示すも
のである。This example shows that the mixing ratio of zirconium chloride (ZrC1s) and hafnium chloride (HfC14) is 2% of the entire mixed solution, and the allocation can be made appropriately.
以上の如く、本発明は、ガラス繊維表面にイオン半径の
異なる2種のイオンによって密な耐蝕性を形成させるこ
とを可能とし、耐セメントアルカリ性、引張強度の向上
が認められ、しかも耐久性に富む等の良結果が得られた
。As described above, the present invention makes it possible to form dense corrosion resistance on the surface of glass fibers using two types of ions with different ionic radii, and improves cement alkali resistance and tensile strength, as well as being highly durable. Good results were obtained.
Claims (1)
酸塩0.5〜1.5重量%とハフニウム無機強酸塩1.
5〜0.5重量%とを含有し、かつそれらの塩の合計濃
度が2.0重量%である水溶液に90℃乃至煮沸温度で
浸漬してガラス繊維表面でイオン交換を行わせ、ジルコ
ニウム及びハフニウムの密な表面を形成させることを特
徴とするソーダ石灰ガラス系のガラス繊維を耐セメント
アルカリ性にする方法。1 Soda lime based glass fibers were mixed with 0.5 to 1.5% by weight of zirconium inorganic strong acid salt and hafnium inorganic strong acid salt 1.
Zirconium and A method for making soda-lime glass-based glass fiber cement-alkaline resistant, which is characterized by forming a dense surface of hafnium.
Priority Applications (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP48143118A JPS5815451B2 (en) | 1973-12-21 | 1973-12-21 | Soda Setsukai Glass Silicone Glass Senio Thai Cement Alkali Seinisuru Hohou |
| CA196,664A CA1036436A (en) | 1972-12-29 | 1974-04-02 | Surface treatment of glass fibers for reinforcing hydraulic cements |
| AU67619/74A AU483843B2 (en) | 1974-04-08 | Surface treatment of glass fibers withan aqueous solution containing phosphoric acid ora titanium, zirconium or hafnium salt | |
| GB1601874A GB1473391A (en) | 1973-11-20 | 1974-04-10 | Process for enhancing the physical strength of cured cement |
| GB4671976A GB1473392A (en) | 1973-11-20 | 1974-04-10 | Process for enhancing the physical strength of cured cement |
| US584830A US4017322A (en) | 1973-11-20 | 1975-06-09 | Method for reinforcing aqueous hydraulic cement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP48143118A JPS5815451B2 (en) | 1973-12-21 | 1973-12-21 | Soda Setsukai Glass Silicone Glass Senio Thai Cement Alkali Seinisuru Hohou |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5090798A JPS5090798A (en) | 1975-07-21 |
| JPS5815451B2 true JPS5815451B2 (en) | 1983-03-25 |
Family
ID=15331322
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP48143118A Expired JPS5815451B2 (en) | 1972-12-29 | 1973-12-21 | Soda Setsukai Glass Silicone Glass Senio Thai Cement Alkali Seinisuru Hohou |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5815451B2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5417846B2 (en) * | 1971-11-13 | 1979-07-03 |
-
1973
- 1973-12-21 JP JP48143118A patent/JPS5815451B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5090798A (en) | 1975-07-21 |
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