JPS6042266A - Manufacture of small free lime fiber cement board - Google Patents

Manufacture of small free lime fiber cement board

Info

Publication number
JPS6042266A
JPS6042266A JP14932583A JP14932583A JPS6042266A JP S6042266 A JPS6042266 A JP S6042266A JP 14932583 A JP14932583 A JP 14932583A JP 14932583 A JP14932583 A JP 14932583A JP S6042266 A JPS6042266 A JP S6042266A
Authority
JP
Japan
Prior art keywords
cement
free lime
fiber
asbestos
weight
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.)
Pending
Application number
JP14932583A
Other languages
Japanese (ja)
Inventor
匡史 松本
繁夫 吉田
聡 北川
前島 正一
征四郎 鈴木
浅見 琢也
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.)
National House Industrial Co Ltd
Asahi Ishiwata Kogyo KK
Original Assignee
National House Industrial Co Ltd
Asahi Ishiwata Kogyo 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 National House Industrial Co Ltd, Asahi Ishiwata Kogyo KK filed Critical National House Industrial Co Ltd
Priority to JP14932583A priority Critical patent/JPS6042266A/en
Publication of JPS6042266A publication Critical patent/JPS6042266A/en
Pending 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
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/08Slag cements
    • 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/60Agents for protection against chemical, physical or biological attack
    • C04B2103/606Agents for neutralising Ca(OH)2 liberated during cement hardening

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明はセメント硬化に伴う遊離石灰量の増加を抑え、
塗膜の劣化を防止した繊維セメント板に関する。従前セ
メントに繊維体を配合してなる繊維セメント板が一般に
知られており、このうち繊維体として石綿を用いた石綿
セメント板は耐久性、耐候性、不燃性等の性質を有し、
建築材料として好適であることから、従前各種建築物の
内外装用材料として使用されている。
[Detailed description of the invention] The present invention suppresses the increase in the amount of free lime accompanying cement hardening,
This invention relates to a fiber cement board that prevents deterioration of the paint film. Conventionally, fiber cement boards made by blending fibers with cement are generally known, and among these, asbestos cement boards using asbestos as the fibers have properties such as durability, weather resistance, and nonflammability.
Since it is suitable as a building material, it has been used as an interior and exterior material for various buildings.

ところが従来の石綿セメント板には遊離石灰に起因する
塗膜の劣化等の不都合がみられる。
However, conventional asbestos-cement boards have disadvantages such as deterioration of the coating film due to free lime.

即ち、一般にポルトランドセメントが硬化するときには
次式で示すように大量の消石灰が副生ずる。
That is, generally when Portland cement hardens, a large amount of slaked lime is produced as a by-product, as shown by the following equation.

acao・5i02 +bH20−+ ccao−ds
i02xH20+eCa (Of()2 a−2,5〜3. Oc/d ”= 1.5この遊離石
灰量は理論的にはセメントの20〜30係にも達し、長
年に亘り継続して発生する。
acao・5i02 +bH20-+ ccao-ds
i02xH20+eCa (Of()2 a-2,5~3.Oc/d''=1.5 The amount of free lime theoretically reaches 20 to 30 parts of cement, and continues to be generated for many years.

このため従来の石綿セメント板においてはその光面に塗
料が塗布された場合、石綿セメント板から遊離発生する
消石灰の強アルカリのために塗膜の劣化が進行する。
For this reason, when a paint is applied to the light surface of a conventional asbestos cement board, the paint film deteriorates due to the strong alkali of slaked lime liberated from the asbestos cement board.

この結果、塗料のツヤ消え、変色、白色化、色ムラ、チ
ョーキング等が生じ美感を損う。尚、耐アルカリ性の塗
料、例えばアクリル系又はアクリルウレタン系塗料の場
合でも特に外装材に用いたときには紫外線と遊離石灰の
複合作用による塗膜の劣化が避は難い。
As a result, the paint becomes dull, discolored, whitened, unevenly colored, chalked, etc., and the aesthetic appearance is impaired. Even in the case of alkali-resistant paints, such as acrylic or acrylic urethane paints, deterioration of the paint film due to the combined action of ultraviolet rays and free lime is unavoidable, especially when used for exterior materials.

本発明は上記従来の問題点を解消し、塗膜の考化を未然
に防止した繊維セメント板の製造方去を提供するもので
あって、その構成は、セメント類95〜65重量嗟、繊
維材5〜35重量6の組成を有し、かつ上記セメント類
は高炉スラグとポルトランドセメント100〜70重量
%、無機混和材0〜30重量%からなりかつポルトラン
ドセメントに対する高炉スラグの重量比が3.0〜9,
0の組成を有する水性スラリから板状体を抄出し、該板
状体を50kg/cr1以上の加圧下で脱水成形後養生
硬化することを特徴とする。
The present invention solves the above-mentioned conventional problems and provides a method for manufacturing fiber cement boards that prevents the need for paint films. The cement has a composition of 5 to 35% by weight and 6% by weight, and the cement is composed of blast furnace slag, 100 to 70% by weight of Portland cement, and 0 to 30% by weight of an inorganic admixture, and the weight ratio of blast furnace slag to Portland cement is 3. 0~9,
The method is characterized in that a plate-shaped body is cut out from an aqueous slurry having a composition of 0, and the plate-shaped body is dehydrated and molded under a pressure of 50 kg/cr1 or more, and then cured and hardened.

以下に本発明を実施例と共に詳細に説明する。The present invention will be explained in detail below along with examples.

本発明においては繊維セメント板の原料として次の組成
のものを用いる。
In the present invention, the following composition is used as the raw material for the fiber cement board.

セメント類 95〜65重量% 繊維材 5〜35重計俤 ここで上記セメント類とは高炉スラグとポルトランドセ
メントおよび必要に応じ無機混和材を混合したものであ
る。
Cement: 95 to 65% by weight Fiber material: 5 to 35% by weight The above-mentioned cement is a mixture of blast furnace slag, Portland cement, and, if necessary, an inorganic admixture.

ここで上記ポルトランドセメントは結合材としての役割
を果す。ポルトランドセメントとしては普通ポルトラン
ドセメントを用いることができる。
Here, the Portland cement serves as a binder. As the Portland cement, ordinary Portland cement can be used.

次に高炉スラグは製鉄の溶鉱炉から生成されるスラグで
あり、鉄鉱中の不純物とコークス灰、石灰石から成る溶
融物である。
Next, blast furnace slag is a slag produced in iron-making blast furnaces, and is a molten material consisting of impurities in iron ore, coke ash, and limestone.

該高炉スラグはセメントの水利過程で生ずる遊離石灰E
結合し、水和物を生成して強度発現に寄与すると共に高
炉スラグ自体がアルカリ刺激剤の存在下で水和して自硬
する。高炉スラグの粒度は通常比表面積3000 d/
 P程度であればよく、均一に混合されるものであれば
格別制限されない。
The blast furnace slag is free lime E generated during the cement water utilization process.
The blast furnace slag itself is hydrated and self-hardens in the presence of the alkaline stimulant. The particle size of blast furnace slag usually has a specific surface area of 3000 d/
It only needs to be about P, and there is no particular restriction as long as it can be mixed uniformly.

次に上記セメント類における高炉スラグとポルトランド
セメントの配合量比は高炉スラグ/ポルトランドセメン
) = 3.0〜9.0の重量比に調整される。ここで
3.0未満の場合には製品の硬化速度および曲げ強度は
確保されるものの遊離石灰の抑制が充分ではない。他方
、9.0を越えると遊離石灰址は大幅に抑制されるもの
の生板の硬化速度が著しく遅れ生涯工程上好ましくない
Next, the blending ratio of blast furnace slag and Portland cement in the above cements is adjusted to a weight ratio of blast furnace slag/Portland cement) = 3.0 to 9.0. If it is less than 3.0, the curing speed and bending strength of the product will be ensured, but free lime will not be suppressed sufficiently. On the other hand, if it exceeds 9.0, free lime deposits are significantly suppressed, but the curing speed of the green board is significantly delayed, which is unfavorable in terms of life process.

次に繊維材とは無機質および有機質の繊維状のものを云
い、天然繊維、合成繊維を含むものを云う。
Next, fibrous materials refer to inorganic and organic fibrous materials, including natural fibers and synthetic fibers.

繊維材としては石綿が最も好適であるが、石綿以外の繊
維材でも良好である。例えばセルロース等の天然繊維、
耐アルカリ性のガラス繊維、炭素繊維などの無礪繊維、
ビニロン、ナイロン、ポリプロピレンなとの合成繊維を
用いることができる。
Asbestos is the most suitable fiber material, but fiber materials other than asbestos are also suitable. For example, natural fibers such as cellulose,
Indestructible fibers such as alkali-resistant glass fibers and carbon fibers,
Synthetic fibers such as vinylon, nylon, and polypropylene can be used.

又、繊維材の配合量は5〜35重址優に調整される。こ
の理由は5重量%未満では原料スラリから生板を抄出す
る際に繊維量が少な過ぎて保持力を欠き、セメント類が
流出する傾向が大きくなるからである。
Further, the blending amount of the fiber material is adjusted to 5 to 35 times. The reason for this is that if it is less than 5% by weight, the amount of fibers will be too small and will lack holding power when raw boards are cut out from the raw material slurry, resulting in a greater tendency for cement to flow out.

他方35重量%を超えるとセメント類による結着力が不
足し、成形圧力を高めても緻密化できず、低密度かつ、
低強度となるからである。
On the other hand, if it exceeds 35% by weight, the binding force of the cement is insufficient, and even if the molding pressure is increased, it cannot be densified, resulting in a low density and
This is because the strength becomes low.

尚、繊維材は上記各種のものを単独に用いてもよく、又
、各種のものを適宜組合せて用いてもよい。向有機質繊
維を用いる場合には最終製品の不燃性を損わないよう原
料スラリでの混合量を5重f%程度にするのがよい。
Incidentally, the above-mentioned various types of fiber materials may be used alone, or various types of fiber materials may be used in an appropriate combination. When organic fibers are used, the amount mixed in the raw material slurry is preferably about 5% by weight so as not to impair the nonflammability of the final product.

次に無機混和材は繊維体として石綿を用いない場合ある
いは石綿の使用量が少ない場合に配合される。前述のよ
うに繊維材として石綿以外のものを用いることができる
が、繊維体の材質を全て石綿以外にした場合、あるいは
石綿と他の繊維材とを組合せたものでもその石綿量か非
常に少ない場合に無機混和材が添加される。同石綿量が
最少5重量%、好ましくは10重量%以上のとき無機混
和材は不要である。
Next, an inorganic admixture is added when asbestos is not used as the fiber or when the amount of asbestos used is small. As mentioned above, it is possible to use materials other than asbestos as the fiber material, but even if the fiber material is made entirely of materials other than asbestos, or even if asbestos and other fiber materials are combined, the amount of asbestos is extremely small. In some cases, inorganic admixtures are added. When the amount of asbestos is at least 5% by weight, preferably 10% by weight or more, no inorganic admixture is required.

該無機混和材は高温時における最終製品の寸法変化を抑
制する役割を果す。即ち、繊維セメント板を養生する際
、通常多数の養生板を積み重ねて養生する場合、セメン
トの水利熱により激しい昇温を招来し、夏季においては
水の沸点付近まで温度が上昇する。また火災発生時にお
いては非常な高温に曝される。無機混和材は石綿量が少
ない場合にその高温下における激しい脱水、乾燥に起因
する寸法変化を抑制する。無機混和材としては不活性の
炭酸カルシウム粉、珪砂微粉、その他の鉱物粉を使用す
ることができる。とくにアスペクト比の高い針状又はフ
レーク状のもの例えばつ、オラストナイト、雲母、バー
ミキュライトなどの粉粒状物が好適である。
The inorganic admixture plays a role in suppressing dimensional changes in the final product at high temperatures. That is, when curing fiber cement boards, if a large number of curing boards are usually piled up for curing, the water use of the cement causes a severe temperature rise, and in summer the temperature rises to near the boiling point of water. Also, in the event of a fire, they are exposed to extremely high temperatures. Inorganic admixtures suppress dimensional changes caused by severe dehydration and drying at high temperatures when the amount of asbestos is small. As the inorganic admixture, inert calcium carbonate powder, fine silica sand powder, and other mineral powders can be used. Particularly suitable are needle-like or flake-like materials having a high aspect ratio, such as powdery materials such as olastonite, mica, and vermiculite.

同通常これらの粒度は300〜4oメツシュ程度であれ
ばよい。
Usually, the particle size of these particles should be about 300 to 40 mesh.

炭酸カルシウム粉、珪砂微粉、その他一般に骨材として
使用される鉱物粉を使用することができる。
Calcium carbonate powder, fine silica sand powder, and other mineral powders commonly used as aggregates can be used.

次に本発明の繊維セメント板は上記原料組成よりなる水
性スラリから板状体を抄出し、該板状体を50kl?/
C11以上の加圧下で脱水成形した後、養生硬化して製
造する。
Next, the fiber cement board of the present invention is produced by cutting out a plate-like body from the aqueous slurry having the above-mentioned raw material composition, and cutting out the plate-like body in 50 kl. /
It is manufactured by dehydration molding under pressure of C11 or higher and then curing and curing.

板状体の抄出に際しては、従来から石綿セメントエ朶分
野で使用されている丸網、長網又はマグナニ式あるいは
その他の抄造機を用いて行えばよい。
The plate-like material may be produced using a round screen, Fourdrinier, Magnani type or other paper making machine conventionally used in the field of asbestos cement.

抄出した生板を引き続きプレス機により50kg/ c
td以上の加圧下で脱水成形する。成形圧力が50kg
/cr1未満の場合には最終製品の嵩比重が低下し、強
度低下を招き、又、凍結融解に対する劇久性が劣る傾向
もある。
The raw board that has been cut out is then pressed to 50 kg/c using a press machine.
Dehydrated and molded under pressure of td or more. Molding pressure is 50kg
When it is less than /cr1, the bulk specific gravity of the final product decreases, resulting in a decrease in strength, and also tends to have poor freeze-thaw resistance.

伺、加圧力は、混入される繊維の種類および最終製品の
板厚強度の期待値によっても異なるが、通常繊維量が増
加するのに従い加圧力を増加して嵩比重の増加を抑えな
ければならない。
The pressure applied varies depending on the type of fibers mixed in and the expected thickness strength of the final product, but as the amount of fiber increases, it is usually necessary to increase the pressure to suppress the increase in bulk specific gravity. .

とくに繊維量が多い薄板の場合、例えば61111厚以
下の場合、80に9/cr1以上の加圧が好ましい。
In particular, in the case of a thin plate with a large amount of fibers, for example, in the case of a thickness of 61111 or less, it is preferable to apply a pressure of 80 to 9/cr1 or more.

加圧成形した生板は湿潤室内において均一に、かつ充分
養生した後に乾燥し、製品とする。
The pressure-formed raw board is cured uniformly and sufficiently in a humid chamber and then dried to form a product.

以上の抄出養生硬化の工程につき、本発明の方法では従
来の方法に比べ水和速度が遅いため製造条件に合せ適宜
加熱養生することが好ましい。
Regarding the above-mentioned extraction curing and curing process, since the hydration rate is slower in the method of the present invention than in conventional methods, it is preferable to carry out heat curing as appropriate depending on the manufacturing conditions.

以下に本発明の実施例および比較例を示す。Examples and comparative examples of the present invention are shown below.

本発明の繊維セメント板を製造するため表1の原料を用
い、表2の配合割合にて水性スラリを鯛製した。
In order to manufacture the fiber cement board of the present invention, an aqueous slurry was made using the raw materials shown in Table 1 and the mixing ratios shown in Table 2.

次いで常用される石綿セメント板製造用の丸網式抄造機
を用いh 6 ram厚さの生板を製造した。
Next, a green board with a thickness of h 6 ram was produced using a commonly used circular mesh paper machine for producing asbestos cement boards.

引き続き表2に示す成形圧力にて加圧成形し、30℃、
95%RHの養生室内で2週間養生硬化させ最終製品と
した。次に本発明の上記繊維セメント板について表3に
示す試験を行った。
Subsequently, pressure molding was performed at the molding pressure shown in Table 2, and the temperature was 30°C.
The final product was cured for two weeks in a curing chamber at 95% RH. Next, tests shown in Table 3 were conducted on the fiber cement board of the present invention.

その結果を表4に示す(実施例1〜4)。一方、従来の
石綿セメント板等について表1の原料により表2の組成
のものを造り、本発明の繊維セメント板と同様の実数を
行った。この結果を比較例として表4に示す(比較例1
〜4)。
The results are shown in Table 4 (Examples 1 to 4). On the other hand, conventional asbestos cement boards and the like were made with the compositions shown in Table 2 using the raw materials shown in Table 1, and the same actual measurements as for the fiber cement boards of the present invention were carried out. The results are shown in Table 4 as a comparative example (Comparative example 1
~4).

表1 原料 高炉スラグ 成分% CaO41,8,5i0234.
5. )d3*os 15.5Mg0 O,5、Fe、
0.0.8 、 S 1.0プレーン 3980 cM
P 真比重 2,90ポルトランドセメント JIS 
R5202に規定のもの石 綿 カナダ産クリソタイル
 4クラス耐アルカリ性ガラス繊維(ARG) 高ジルコニヤガラス繊維、太さ13μm1長さ12マイ
カ カナダ産高アスペクト比マイカ 粒度 80メツシ
ユセルローズ繊維 NBKP ビニロン 1.8デニール、長さ6龍 表 3 試験項目と方法 曲げ強度試験j JIS A3403 嵩比重試験および吸水による寸法変化試験: JIS 
A3418遊離石灰量; クレゾール法 塗膜の安定性試験: 溶剤型アクリル薬科を150 f
/−の割合で塗布した試験片から15cm×15crn
の大きさの試験片を切出し、試験片を塗布面を上にして
8枚重ね、50℃、湿度100*の湿度箱中にて1ケ月
放置した。その後最上段の試験片を除く7枚の試験片の
塗膜面を観察した。
Table 1 Raw material blast furnace slag Component % CaO41,8,5i0234.
5. ) d3*os 15.5Mg0 O,5, Fe,
0.0.8, S 1.0 plane 3980 cM
P True specific gravity 2,90 Portland cement JIS
Specified in R5202 Asbestos Chrysotile from Canada Class 4 alkali-resistant glass fiber (ARG) High zirconia glass fiber, thickness 13 μm 1 length 12 Mica High aspect ratio mica from Canada Particle size 80 mesh Cellulose fiber NBKP Vinylon 1.8 denier , Length 6 Dragon table 3 Test items and methods Bending strength test j JIS A3403 Bulk specific gravity test and dimensional change test due to water absorption: JIS
A3418 Free lime content; Cresol method coating film stability test: Solvent-based acrylic drug at 150 f
15cm x 15crn from the test piece coated at the ratio of /-
A test piece of the size was cut out, eight test pieces were stacked with the coated side facing up, and the test pieces were left in a humidity box at 50° C. and humidity 100* for one month. Thereafter, the coating surfaces of the seven test pieces excluding the top test piece were observed.

表 4 試験結果 同上記実施例において、実施例1はスラグとセメン(と
の重量比が約4、繊維強化材は石綿を使用した、遊離石
灰量は0.40%であった。一方、比較例4は繊維は実
施例1と同一であるがスラグを使用することなくセメン
トのみを使用した従来の石綿セメント板である。上記表
4から明らかなように比較例4は強度及び寸法安定性は
優れているか゛遊離石灰量は6.87fIと多く塗膜安
定性が劣った。
Table 4 Test results In the same examples as above, in Example 1, the weight ratio of slag and cement was about 4, asbestos was used as the fiber reinforcement, and the amount of free lime was 0.40%.On the other hand, in comparison Example 4 is a conventional asbestos cement board in which the fibers are the same as in Example 1, but only cement is used without using slag.As is clear from Table 4 above, Comparative Example 4 has poor strength and dimensional stability. Although it was excellent, the amount of free lime was as high as 6.87 fI, and the stability of the coating film was poor.

次に、実施例2は実施例1と同一繊維を用いスラグ、セ
メント比が約8であり強度、遊離石灰量、塗膜安定性と
も満足すべき結果を得た。
Next, in Example 2, the same fibers as in Example 1 were used, the slag to cement ratio was about 8, and satisfactory results were obtained in terms of strength, free lime content, and coating stability.

一方、実施例3及び4は石綿を使用しない場合であり石
綿以外の強化繊維を用い寸法安定化のためにマイカを無
機混和材として添加した。上記表4から明らかなように
、比較例1及び2は繊維は実施例1及び2と同一である
がスラグ拳セメント比が本発明の範囲外であるため比較
例1では遊離石灰量が多く塗膜安定性にも問題があった
。又比較例2では遊離石灰量は非常に少いが硬化が遅く
生産が支障を来たす欠点がある。
On the other hand, in Examples 3 and 4, asbestos was not used, reinforcing fibers other than asbestos were used, and mica was added as an inorganic admixture for dimensional stabilization. As is clear from Table 4 above, the fibers of Comparative Examples 1 and 2 are the same as those of Examples 1 and 2, but since the slag cement ratio is outside the range of the present invention, the amount of free lime in Comparative Example 1 is large. There were also problems with membrane stability. Furthermore, although the amount of free lime in Comparative Example 2 is very small, it has the disadvantage that curing is slow and production is hindered.

更に比較例3は実施例4と同一配合であるが成形圧力が
低い場合であり低比重に伴う低強度となった。
Furthermore, Comparative Example 3 had the same formulation as Example 4, but the molding pressure was low, resulting in low strength due to low specific gravity.

以上、本発明のゲ4遣方法によれば、遊離石灰量が極め
て少く従って塗膜安定性の高い繊維セメント板を容易に
製造することが出来る。
As described above, according to the coating method of the present invention, it is possible to easily produce a fiber cement board with an extremely low amount of free lime and a high coating film stability.

特許出願人 す乃ナノ嶋鋏骸鰍 朝日石綿工業株式会社 代理人 弁理士 光石士部(他1名)Patent applicant: Suno Nanoshima Scissors Asahi Asbestos Industry Co., Ltd. Agent: Patent attorney: Shibu Mitsuishi (1 other person)

Claims (1)

【特許請求の範囲】[Claims] セメント類95〜65重i%、繊維材5〜35重量係の
組成を有し、かつ上記セメント類は高炉スラグとポルト
ランドセメント100〜70重量%、無機混和材O〜3
0重址チからなりかつポルトランドセメントに対する高
炉スラグの重址比が3.0〜9.0の組成を有する水性
スラリかも板状体を抄出し、該板状体を50kg/cr
1以上の加圧下で脱水成形後養生硬化することを特徴と
する遊離石灰の少ない繊維セメント板の製造方法。
It has a composition of 95 to 65% by weight of cement, 5 to 35% by weight of fiber material, and the above cements include blast furnace slag and Portland cement 100 to 70% by weight, and inorganic admixtures O to 3.
An aqueous slurry having a composition of 0 slag and a ratio of blast furnace slag to portland cement of 3.0 to 9.0 is extracted, and the plate is weighed at 50 kg/cr.
A method for producing a fiber cement board containing less free lime, which comprises dehydrating and forming under one or more pressures and then curing and hardening.
JP14932583A 1983-08-16 1983-08-16 Manufacture of small free lime fiber cement board Pending JPS6042266A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14932583A JPS6042266A (en) 1983-08-16 1983-08-16 Manufacture of small free lime fiber cement board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14932583A JPS6042266A (en) 1983-08-16 1983-08-16 Manufacture of small free lime fiber cement board

Publications (1)

Publication Number Publication Date
JPS6042266A true JPS6042266A (en) 1985-03-06

Family

ID=15472642

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14932583A Pending JPS6042266A (en) 1983-08-16 1983-08-16 Manufacture of small free lime fiber cement board

Country Status (1)

Country Link
JP (1) JPS6042266A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61281057A (en) * 1985-06-06 1986-12-11 日鐵セメント株式会社 Composition for high strength high endurance mortar concrete
JPS62123051A (en) * 1985-11-25 1987-06-04 松下電工株式会社 Asbestos cement slurry composition
CN110434953A (en) * 2019-08-28 2019-11-12 常州市天润木业有限公司 A kind of production method of incombustible decorative laminated sheet

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61281057A (en) * 1985-06-06 1986-12-11 日鐵セメント株式会社 Composition for high strength high endurance mortar concrete
JPH0361624B2 (en) * 1985-06-06 1991-09-20 Nittetsu Cement Kk
JPS62123051A (en) * 1985-11-25 1987-06-04 松下電工株式会社 Asbestos cement slurry composition
CN110434953A (en) * 2019-08-28 2019-11-12 常州市天润木业有限公司 A kind of production method of incombustible decorative laminated sheet
CN110434953B (en) * 2019-08-28 2021-08-31 常州市天润木业有限公司 Method for manufacturing non-combustible decorative plate

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