JPH0137346B2 - - Google Patents
Info
- Publication number
- JPH0137346B2 JPH0137346B2 JP4568180A JP4568180A JPH0137346B2 JP H0137346 B2 JPH0137346 B2 JP H0137346B2 JP 4568180 A JP4568180 A JP 4568180A JP 4568180 A JP4568180 A JP 4568180A JP H0137346 B2 JPH0137346 B2 JP H0137346B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- alkali
- resistant glass
- glass fiber
- red mud
- 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
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
本発明は、耐アルカリガラス繊維補強着色セメ
ント板の製造方法に関するものである。
従来よりバイヤー法によつてボーキサイトから
アルミナを製造する際に、抽出残渣として副生す
る赤泥は利用価値が少なく、その排出量はアルミ
ナ(Al2O3)1トン当り乾燥状態で0.5〜0.8トン
であり、我が国では約100〜150万トン/年となつ
ている。
このためアルミナ製造工場では廃棄に困り、過
去において人工軽量骨材への利用など種々の利用
研究がなされてきたが、現在でもこれを多量に利
用いている例はなく、陸上埋立て、海洋投棄、赤
泥池への溜込みなど莫大な費用をかけて廃棄して
いるのが実状である。
一方、スレート、ブロツクなど各種のセメント
2次製品を着色する場合、製品に3次加工して表
面塗装したものは、3次加工工程によるコストア
ツプ及び表面の損傷による塗膜の欠損などを生じ
るため、セメント板製造工程において着色剤を混
入し製品全体を着色した方が好ましい。製品全体
を着色する場合、顔料等の着色剤を加えると製品
のコストアツプ及び製品の強度低下を引き起すた
めに製品化が困難とされていた。
また、従来より各種無機質又は有機質繊維をセ
メントに混合して水硬性硬化体を製造し、引張り
強度、曲げ強度、耐衝撃強度等を改善した繊維補
強セメント板が数多く製品化されているが、それ
らの補強繊維の中で主流を占めていをものは石綿
繊維である。
この石綿繊維は天然資源であり、資源の枯渇に
よる価格上昇と入手難といつた問題を抱えている
とともに、製品の製造及び加工時に発生する石綿
粉塵に対して労働衛生面から規制が加わるように
なつて来たことなど制約条件が多くなつてきたた
め、石綿に代わる補強繊維への志向が高まつてい
る。
こうした情勢下において、耐アルカリガラス繊
維が石綿に代わる補強材として脚光を浴び、一部
製品として実用化されている。しかし、この耐ア
ルカリガラス繊維も耐アルカリ性が充分とはいえ
ず、セメントの水和反応によつて生成するCa
(OH)2の強いアルカリ性のために徐々に浸食さ
れ、長期強度の低下に対する不安が伴なうため、
耐アルカリガラス繊維補強セメント板の用途もお
のずから制約される。
このため耐アルカリガラス繊維の長期耐久性を
改善するため硬化材にアルミナセメントを使用し
たり、活性シリカ粉末を混合することも考えられ
て来たが、アルミナセメントの使用に際しては、
温度による影響が大きく、23〜25℃以上の養生温
度では強度が著しく低下し、実用に耐え得ず、ま
た活性シリカ粉末の混入も常圧養生では期待する
程Ca(OH)2との反応が進行せず、従つて硬化体
のPHは12程度にしか低下しないため、耐アルカリ
ガラス繊維の長期耐久性の改善に寄与するまでに
は到つていない。
本発明者等は、以上に述べた現状を考慮し鋭意
研究の結果、耐アルカリガラス繊維補強セメント
板に赤泥を添加することによつて製品の長期強度
低下が少なく、安価な着色セメント板を製造し得
ることを見出し、かかる知見に基づいて本発明を
達成した。
即ち本発明は、繊維補強セメント板を製造する
に際し、補強繊維の一部又は全部に耐アルカリガ
ラス繊維を、セメントの0.5〜5重量%混入し、
且つセメントの5〜30重量%の赤泥(固形分換
算)を加えることを特徴とする耐アルカリガラス
繊維補強着色セメント板の製造方法である。
耐アルカリガラス繊維が0.5%より少ないと補
強効果が十分でなく、5%を超えると抄造法での
繊維の分散が不均一となる。また、赤泥が5%よ
り少ないと効果的な着色ができず、30%を超える
と製品の強度の低下が大きくなる。
本発明に用いられるセメントとしては、ポルト
ランドセメントのほか高炉セメント、フライアツ
シユセメント、シリカセメント、超速硬性セメン
ト等一般のセメントが使用される。
表1,2,3に赤泥の諸物性を示すが、この赤
泥をセメントの5〜30重量%(固形分換算)で加
えることにより、希釈効果に基づくセメント板の
PHの低下及び赤泥中のFe2O3,Al2O3,SiO2,
R2O,TiO2等の複数の成分とセメントの水和に
よつて生成するCa(OH)2との化学反応によるセ
メント板のアルカリ度の低下、及び上記の化学反
応生成物によるガラス繊維表面の保護作用などに
よつて、耐アルカリガラス繊維の長期強度の低下
を抑制するために、耐アルカリガラス繊維補強セ
メント板の長期強度低下が低減されるものと考え
られる。
The present invention relates to a method for manufacturing an alkali-resistant glass fiber reinforced colored cement board. Conventionally, when alumina is produced from bauxite by the Bayer process, the red mud that is produced as a by-product as an extraction residue has little utility value, and its emission amount is 0.5 to 0.8 in the dry state per ton of alumina (Al 2 O 3 ). In Japan, it is approximately 1 to 1.5 million tons/year. For this reason, alumina manufacturing plants are having trouble disposing of it, and various research has been done in the past, such as using it as artificial lightweight aggregate, but even now, there is no example of using it in large quantities, and it is not possible to dispose of it in land landfills, ocean dumping, etc. The reality is that waste is disposed of at great expense, such as by storing it in red mud ponds. On the other hand, when coloring various secondary cement products such as slate and blocks, if the product is subjected to tertiary processing and surface painting, the tertiary processing process will increase costs and cause damage to the surface, resulting in damage to the paint film. It is preferable to mix a coloring agent in the cement board manufacturing process to color the entire product. When coloring the entire product, adding coloring agents such as pigments increases the cost and reduces the strength of the product, making it difficult to commercialize the product. In addition, many fiber-reinforced cement boards with improved tensile strength, bending strength, impact strength, etc. have been commercialized by mixing various inorganic or organic fibers with cement to produce a hydraulically hardened body. Asbestos fiber is the predominant reinforcing fiber. This asbestos fiber is a natural resource, and there are problems such as rising prices and difficulty in obtaining it due to resource depletion.In addition, regulations have been added from an occupational health perspective regarding asbestos dust generated during product manufacturing and processing. Due to the increasing number of constraints such as aging, there is a growing interest in reinforcing fibers to replace asbestos. Under these circumstances, alkali-resistant glass fiber has attracted attention as a reinforcing material to replace asbestos, and has been put into practical use in some products. However, this alkali-resistant glass fiber cannot be said to have sufficient alkali resistance, and Ca
Due to the strong alkalinity of (OH) 2 , it is gradually eroded and there is concern about long-term strength loss.
The uses of alkali-resistant glass fiber reinforced cement boards are naturally limited. Therefore, in order to improve the long-term durability of alkali-resistant glass fibers, it has been considered to use alumina cement as a hardening agent or to mix activated silica powder, but when using alumina cement,
The effect of temperature is large; at curing temperatures of 23 to 25°C or higher, the strength decreases significantly, making it unusable for practical use. Also, when curing at normal pressure, the reaction with Ca(OH) 2 does not occur as expected when activated silica powder is mixed in. Since the process does not progress and the pH of the cured product decreases only to about 12, it has not yet reached the point where it contributes to improving the long-term durability of the alkali-resistant glass fiber. The inventors of the present invention have conducted extensive research in consideration of the current situation described above, and have discovered that by adding red mud to alkali-resistant glass fiber reinforced cement boards, the long-term strength of the product is less likely to deteriorate and that an inexpensive colored cement board can be created. It has been discovered that it can be manufactured, and the present invention has been achieved based on this knowledge. That is, when manufacturing a fiber-reinforced cement board, the present invention mixes alkali-resistant glass fibers into some or all of the reinforcing fibers in an amount of 0.5 to 5% by weight of the cement,
The method for producing an alkali-resistant glass fiber reinforced colored cement board is characterized by adding 5 to 30% by weight of red mud (in terms of solid content) based on cement. If the alkali-resistant glass fiber content is less than 0.5%, the reinforcing effect will not be sufficient, and if it exceeds 5%, the fibers will not be uniformly dispersed in the papermaking process. Furthermore, if the red mud content is less than 5%, effective coloring cannot be achieved, and if it exceeds 30%, the strength of the product will be significantly reduced. As the cement used in the present invention, in addition to Portland cement, general cements such as blast furnace cement, fly ash cement, silica cement, and ultra-fast hardening cement are used. Tables 1, 2, and 3 show the physical properties of red mud. By adding this red mud at 5 to 30% by weight (in terms of solid content) of cement, cement board formation based on the dilution effect can be achieved.
Decrease in PH and Fe 2 O 3 , Al 2 O 3 , SiO 2 ,
The alkalinity of the cement board decreases due to a chemical reaction between multiple components such as R 2 O, TiO 2 and Ca(OH) 2 generated by hydration of cement, and the surface of glass fibers due to the above chemical reaction products. It is thought that the long-term strength decline of the alkali-resistant glass fiber-reinforced cement board is reduced due to the protective effect of the alkali-resistant glass fibers.
【表】【table】
【表】【table】
【表】
次に実施例によつて本発明を更に具体的に説明
する。
実施例 1
普通ポルトランドセメント180gと表―1の組
成の赤泥(乾)20gに耐アルカリガラス繊維2g
(セムフイルチヨツプトストランド長さ25mm)、石
綿10g及びパルプ4gを加えこれに水400mlを加
えてミキサーで混練後、布を敷いた型枠(150
mm×200mm)に流し込み、100Kg/cm2の圧力で1分
間加圧脱水成形した。同一操作で着色セメント板
を15枚造つた。養生は20℃、80%R、H、の条件
で28日間行ない以後室内養生した。
得られたセメント板の材令毎の曲げ強度及びセ
メント板組砕物のPHを表―4に示す。(曲げ強度
試験はJIS A―1408による)[Table] Next, the present invention will be explained in more detail with reference to Examples. Example 1 180 g of ordinary Portland cement, 20 g of red mud (dry) with the composition shown in Table 1, and 2 g of alkali-resistant glass fiber.
(Cem-filtrated strand length 25 mm), 10 g of asbestos and 4 g of pulp were added, 400 ml of water was added to this, and after kneading with a mixer, a mold covered with cloth (150
mm x 200 mm) and dehydrated for 1 minute at a pressure of 100 Kg/cm 2 . Fifteen colored cement boards were made using the same procedure. Curing was carried out for 28 days at 20°C and 80% R and H, and then it was cured indoors. Table 4 shows the bending strength of the obtained cement boards for each material age and the pH of the crushed cement boards. (Bending strength test is based on JIS A-1408)
【表】
* 各々5枚の平均値
実施例 2
普通ポルトランドセメント板160gと表―1の
組成の赤泥(乾)40gに実施例1と同じ耐アルカ
リガラス繊維10g、パルプ4gを加えこれに水
400mlを加えてミキサーで混練後、実施例1と同
様の操作で着色セメント板を15枚得た。
得られたセメント板の材令毎の曲げ強度及びセ
メント板粗砕物のPHを表―5に示す。[Table] *Average value of 5 sheets each Example 2 To 160 g of ordinary Portland cement board and 40 g of red mud (dry) with the composition shown in Table 1, add 10 g of alkali-resistant glass fiber and 4 g of pulp, which are the same as in Example 1, and add water.
After adding 400 ml and kneading with a mixer, 15 colored cement boards were obtained in the same manner as in Example 1. Table 5 shows the bending strength of the obtained cement boards for each material age and the pH of the crushed cement boards.
【表】
* 各々5枚の平均値
比較例 1
比較のため赤泥を用いず、普通ポルトランドセ
メント200gに耐アルカリガラス繊維10g、パル
プ4gを加え、これに水400mlを加えてミキサー
で混練後、実施例1と同様の操作でセメント板を
15枚得た。
得られたセメント板の材令毎の曲げ強度及びセ
メント板粗砕物のPHを表―6に示す。[Table] * Comparison example of average value of each 5 sheets 1 For comparison, without using red mud, add 10 g of alkali-resistant glass fiber and 4 g of pulp to 200 g of ordinary Portland cement, add 400 ml of water to this, and mix with a mixer. Cement board was made in the same manner as in Example 1.
I got 15 pieces. Table 6 shows the bending strength of the obtained cement boards for each material age and the pH of the crushed cement boards.
【表】
* 各々5枚の平均値
比較例 2
比較のため赤泥を用いず、普通ポルトランドセ
メント200gに耐アルカリガラス繊維2g、石綿
10g及びパルプ4gを加え、これに水400mlを加
えてミキサーで混練後、実施例1と同様の操作で
セメント板を15枚得た。
得られたセメント板の材令毎の曲げ強度及びセ
メント板組砕物のPHを表―7に示す。[Table] * Comparison example of average values of 5 sheets each 2 For comparison, red mud was not used, and 200 g of ordinary Portland cement, 2 g of alkali-resistant glass fiber, and asbestos were used.
10 g of pulp and 4 g of pulp were added thereto, 400 ml of water was added thereto, and after kneading with a mixer, 15 cement boards were obtained in the same manner as in Example 1. Table 7 shows the bending strength of the obtained cement boards for each material age and the pH of the crushed cement boards.
【表】
* 各々5枚の平均値
[Table] * Average value of 5 sheets each
Claims (1)
繊維の一部又は全部に耐アルカリガラス繊維を、
セメントの0.5〜5重量%混入し、且つセメント
の5〜30重量%の赤泥(固形分換算)を加えるこ
とを特徴とする耐アルカリガラス繊維補強着色セ
メント板の製造方法。1. When manufacturing fiber-reinforced cement boards, alkali-resistant glass fibers are added to some or all of the reinforcing fibers.
A method for producing an alkali-resistant glass fiber-reinforced colored cement board, which comprises mixing 0.5 to 5% by weight of cement and adding 5 to 30% by weight of red mud (calculated as solid content).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4568180A JPS56145145A (en) | 1980-04-09 | 1980-04-09 | Manufacture of cement board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4568180A JPS56145145A (en) | 1980-04-09 | 1980-04-09 | Manufacture of cement board |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56145145A JPS56145145A (en) | 1981-11-11 |
| JPH0137346B2 true JPH0137346B2 (en) | 1989-08-07 |
Family
ID=12726130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4568180A Granted JPS56145145A (en) | 1980-04-09 | 1980-04-09 | Manufacture of cement board |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS56145145A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01261253A (en) * | 1987-12-16 | 1989-10-18 | Toyo Denka Kogyo Kk | Concrete structure and production thereof |
| CH685628A5 (en) * | 1992-12-30 | 1995-08-31 | Arnold Buechel | Building materials. |
| CN105439520B (en) * | 2014-08-29 | 2017-09-29 | 北新集团建材股份有限公司 | A kind of method for preparing radiation-proof plate |
| CN105366971B (en) * | 2014-08-29 | 2017-09-29 | 北新集团建材股份有限公司 | A kind of method for preparing radiation-proof plate |
-
1980
- 1980-04-09 JP JP4568180A patent/JPS56145145A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56145145A (en) | 1981-11-11 |
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