JPH1199512A - Manufacture of fiber reinforced cement plate - Google Patents

Manufacture of fiber reinforced cement plate

Info

Publication number
JPH1199512A
JPH1199512A JP26471397A JP26471397A JPH1199512A JP H1199512 A JPH1199512 A JP H1199512A JP 26471397 A JP26471397 A JP 26471397A JP 26471397 A JP26471397 A JP 26471397A JP H1199512 A JPH1199512 A JP H1199512A
Authority
JP
Japan
Prior art keywords
fiber
cement
cement slurry
silica fume
producing
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
JP26471397A
Other languages
Japanese (ja)
Inventor
Kazuyuki Komatsu
和幸 小松
Kazuo Hashi
和男 橋
Hiroki Kuwayama
弘樹 桑山
Atsushi Uematsu
淳 植松
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP26471397A priority Critical patent/JPH1199512A/en
Publication of JPH1199512A publication Critical patent/JPH1199512A/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
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/29Frost-thaw resistance
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

PROBLEM TO BE SOLVED: To realize the stronger plane tensile strength of a surface layer and, at the same time, heighten the working strength after its primary curing by easily giving a deep-engraved uneven pattern to the surface of a cement plate by a method wherein a micro-bubble-containing surface layer is provided. SOLUTION: In a single layer flow-on molding method, in which a plate is produced by laminarly feeding a cement slurry mixed with a suction dehydrating device and, after being suction-dehydrated, embossably pressed, 2-10 wt.% of silica fume or crystalline silica having the specified surface area of cement by blaine of 8,000 cm<2> /g or finer is added to the cement slurry prepared by mixing micro-bubbles. Instead, a process, in which 75-200 g of a silica fume aqueous solution per the square meters of the surface of the cement slurry layer mixed with micro-bubbles before pressing is sprayed on the surface of the cement slurry and then embossably pressed, is prepared.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、繊維補強セメン
ト板の製造方法に関し、詳しくはフローオン成形法にお
いて、製板ベルト上に微細気泡を混入してなるセメント
スラリー層を設け、その表面をプレスすることにより深
彫り凹凸模様を付すようにした繊維補強セメント板の製
造方法の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a fiber-reinforced cement board, and more particularly, to a flow-on molding method, in which a cement slurry layer containing fine air bubbles is provided on a plate-making belt, and the surface thereof is pressed. The present invention relates to an improvement in a method of manufacturing a fiber reinforced cement board having a deeply carved uneven pattern.

【0002】[0002]

【従来の技術】繊維補強セメント板の製造方法としてフ
ローオン成形法が知られている。このフローオン成形法
とは、繊維補強セメント板の製造方法における抄造法の
一種で、繊維補強セメント配合からなるセメントスラリ
ーを吸引脱水装置を備えたフェルトベルト上に層状に供
給し、所定の含水率となるまで搬送脱水して板状に成形
し、その後フェルトベルト末端で所定長さ毎に裁断し、
プレスして表面に凹凸模様を付し、養生硬化させる工程
から構成されたものを言う。
2. Description of the Related Art A flow-on molding method is known as a method for producing a fiber-reinforced cement board. This flow-on molding method is a kind of papermaking method in a method of producing a fiber-reinforced cement board, in which a cement slurry composed of a fiber-reinforced cement is supplied in a layer form on a felt belt equipped with a suction dewatering device, and a predetermined moisture content is obtained. It is transported and dehydrated until it becomes a plate shape, and then cut at predetermined lengths at the end of the felt belt,
It refers to a process consisting of a step of pressing to form an uneven pattern on the surface and curing and curing.

【0003】ところで、繊維補強セメント板の多くは表
面に凹凸模様を付し意匠性を付与することが行われ、こ
の凹凸模様は通常プレスにより付されるが、フローオン
成形法等の抄造法により製造した繊維補強セメント板
は、深い凹凸模様を鮮明に付すのが比較的困難である問
題があった。
[0003] By the way, many fiber-reinforced cement boards are provided with an uneven pattern on the surface to impart a design, and the uneven pattern is usually formed by pressing, but by a papermaking method such as a flow-on molding method. The produced fiber reinforced cement board has a problem that it is relatively difficult to clearly impart a deep uneven pattern.

【0004】これは、フローオン成形法を含む抄造法で
製板した場合、製板ベルト上での吸引脱水により板材の
含有水分量がかなり低下し、プレス時にセメント層表面
の流動性が低下しているのが原因と考えられる。
[0004] When a sheet is formed by a papermaking method including a flow-on molding method, the moisture content of the plate material is considerably reduced due to suction dehydration on a plate-making belt, and the fluidity of the cement layer surface is reduced at the time of pressing. It is considered that the cause is.

【0005】そこで本願出願人は、フローオン成形法に
おいて成層されるセメント層の少なくとも表面層を微細
気泡を混入してなるセメントスラリーからなる層とし、
含まれる微細気泡により粒子間の摩擦を軽減し、含有水
分量が少なくてもクラックなどの欠陥を生じさせること
なく深彫りの凹凸模様をプレスにより付す方法を提案し
た。
[0005] The applicant of the present invention has proposed that at least the surface layer of the cement layer formed in the flow-on molding method is a layer made of cement slurry containing fine bubbles,
A method was proposed in which the friction between particles was reduced by fine bubbles contained therein, and even when the water content was small, a deeply carved uneven pattern was formed by pressing without causing defects such as cracks.

【0006】[0006]

【発明が解決しようとする課題】ところで、上記方法に
よって、表面層の水分含有量が少なくても深彫りの凹凸
模様、とりわけ賦形角度の大きい深彫りの凹凸模様を容
易に付すことが可能となったが、微細気泡のため表面層
の組織がいわばポーラスな構造となるので最終製品の平
面引っ張り強度、耐凍害性が不足し、また製造過程中で
も、一次養生後最終養生前の表面層の耐衝撃強度が不足
し、搬送時の他物との接触による衝撃で表面層の割れや
欠けが生じやすいといった問題が生じた。
By the above method, it is possible to easily form a deeply carved uneven pattern, especially a deep carved uneven pattern having a large shaping angle, even if the surface layer has a small water content. However, the surface layer had a porous structure due to microbubbles, so the final product lacked in plane tensile strength and frost resistance, and even during the manufacturing process, the surface layer had resistance after primary curing and before final curing. There was a problem that the impact strength was insufficient, and the surface layer was easily cracked or chipped by the impact due to contact with other objects during transportation.

【0007】もっとも製造中におけるこのような問題
は、一次養生時の養生温度を高くし、未硬化板材の水和
反応を進めてセメントマトリックスの結合強度を高める
ことが考えられる。
[0007] However, such a problem during the production is considered to increase the curing temperature during the primary curing and promote the hydration reaction of the uncured plate to increase the bonding strength of the cement matrix.

【0008】しかし、通常の珪酸質は100℃以上でしか
ポゾラン反応を起こさないため100℃以上の高温で一次
養生すると、オートクレーブ養生時に生じさせるべき水
和反応が一次養生時に生じてしまう。
However, since ordinary siliceous substances cause a pozzolanic reaction only at 100 ° C. or higher, if primary curing is performed at a high temperature of 100 ° C. or higher, a hydration reaction to be generated during autoclave curing occurs during primary curing.

【0009】このように水和反応を進めてしまうと、一
次養生後の表面硬度は高くできても、その後のオートク
レーブ養生時のポゾラン反応による硬化反応が阻害さ
れ、本来必要なオートクレーブ養生後の表面強度が発現
せず、結局最終的に十分な耐衝撃強度を有する繊維補強
セメント板が得られなくなる。
If the hydration reaction proceeds as described above, the curing reaction due to the pozzolanic reaction during the subsequent autoclave curing is inhibited, even if the surface hardness after the primary curing can be increased. As a result, the fiber reinforced cement board having sufficient impact strength cannot be finally obtained.

【0010】また、他の手段として表面層にパルプ繊維
など補強繊維を添加することが考えられる。しかし、賦
形角度が大きい深彫りの凹凸模様を付す場合、凸型の角
部で押されたパルプ繊維が周囲のセメントスラリーを引
張るので角部の鮮明さが得られなかったり、クラックの
原因となるなど、意匠性が悪くなる問題がある。
As another means, it is conceivable to add reinforcing fibers such as pulp fibers to the surface layer. However, when a deeply carved uneven pattern with a large shaping angle is applied, the pulp fibers pressed at the convex corners pull the surrounding cement slurry, so that the corners may not be clear or cracks may occur. For example, there is a problem that the design is deteriorated.

【0011】この発明は、上記問題を解消することを目
的としてなされたものであり、抄造により製造される繊
維補強セメント板の表面に、微細気泡を混入してなるセ
メントスラリー層を設けることにより深彫りの凹凸模様
を付した場合に、その表面層の平面引っ張り強度を高
め、もって耐凍害性にも優れ、また一次養生後の耐衝撃
強度も十分な繊維補強セメント板を製造する方法を提供
することを目的としてなされたものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and has been developed by providing a cement slurry layer containing fine bubbles on the surface of a fiber-reinforced cement board manufactured by papermaking. Provided is a method for producing a fiber-reinforced cement board in which, when a carved uneven pattern is provided, the plane tensile strength of a surface layer thereof is increased, and thus the frost damage resistance is excellent, and the impact strength after primary curing is sufficient. It is done for the purpose of.

【0012】[0012]

【課題を解決するための手段】請求項1の繊維補強セメ
ント板の製造方法は、吸引脱水装置を備えたフェルトベ
ルト上に微細気泡を混入してなるセメントスラリーを層
状に供給し、吸引脱水し、その後凹凸プレスして製板す
る一層フローオン成形法において、前記微細気泡を混入
してなるセメントスラリー中に2〜10重量%のシリカ
ヒュームを添加することを特徴とするものである。
According to a first aspect of the present invention, there is provided a method of manufacturing a fiber reinforced cement board, wherein a cement slurry containing fine air bubbles is supplied in a layered manner on a felt belt provided with a suction dewatering device, and suction dewatering is performed. Then, in a one-layer flow-on molding method in which a plate is formed by pressing the plate with irregularities, 2 to 10% by weight of silica fume is added to the cement slurry containing the fine bubbles.

【0013】即ち、微細気泡の混入により表面引っ張り
強度の低下した層にシリカヒュームを添加することによ
り、セメントマトリックスの結合強度を高め平面強度の
向上を図り、耐凍害性の向上を図るのである。
That is, by adding silica fume to a layer having a reduced surface tensile strength due to the incorporation of microbubbles, the bonding strength of the cement matrix is increased, the plane strength is improved, and the frost damage resistance is improved.

【0014】シリカヒュームの添加量を2〜10重量%
とするのは、2重量%より少ないと添加の効果がなく十
分な平面強度が得られないからであり、10重量%より
多くしても添加に見合った平面強度の向上がなく、無駄
となるからである。なお、微細気泡を混入したセメント
スラリーのセメント配合そのものは特に特徴はなく従来
一般に使用されている配合が使用される。また、このセ
メントスラリーに微細気泡を混入する手段としては、A
E剤使用による空気連行のほか、スラリーを強制攪拌し
て気泡をスラリー中に混入する方法等があり、要するに
スラリー中に微細気泡を均一に混入されていれば特に手
段を問わない。
The addition amount of silica fume is 2 to 10% by weight.
The reason is that if it is less than 2% by weight, there is no effect of addition and sufficient plane strength cannot be obtained, and if it is more than 10% by weight, there is no improvement in plane strength commensurate with the addition, and it is wasteful. Because. The cement composition of the cement slurry mixed with the fine bubbles has no particular characteristics, and a composition generally used conventionally is used. As means for mixing fine bubbles into the cement slurry, A
In addition to the air entrainment using the E agent, there is a method of mixing the bubbles into the slurry by forcibly stirring the slurry. In short, any means can be used as long as fine bubbles are uniformly mixed in the slurry.

【0015】請求項2の繊維補強セメント板の製造方法
は、吸引脱水装置を備えたフェルトベルト上に常法によ
る配合のセメントスラリーを層状に供給し、吸引脱水し
て製板し、次いで該層を基層として、微細気泡を混入し
たセメントスラリーをさらに層状に供給して積層後プレ
スして上層表面に凹凸模様を付し、以後常法に従い養生
硬化する繊維補強セメント板の製造方法において、前記
微細気泡を混入してなるセメントスラリー中に2〜10
重量%のシリカヒュームを添加することを特徴とするも
のである。
According to a second aspect of the present invention, there is provided a method of manufacturing a fiber reinforced cement board, comprising: supplying a cement slurry in a layered manner by a conventional method onto a felt belt provided with a suction dehydrator; As a base layer, a cement slurry mixed with fine bubbles is further supplied in a layered form, laminated and pressed to form an uneven pattern on the upper layer surface, and thereafter cured and cured according to a conventional method. 2 to 10 in cement slurry containing air bubbles
It is characterized in that silica fume is added by weight%.

【0016】即ち、常法配合によるセメント層を基層と
し、微少気泡を混入した層を表層としたものにつき、表
層の平面引っ張り強度を向上するものである。なお、基
層のセメント配合に添加する補強繊維は、繊維長の長い
パルプ繊維を使用することが望ましい。
That is, with respect to a cement layer formed by a conventional method as a base layer and a layer containing microbubbles as a surface layer, the plane tensile strength of the surface layer is improved. It is desirable that pulp fibers having a long fiber length be used as the reinforcing fibers added to the cement composition of the base layer.

【0017】そして、表層に添加されるシリカヒューム
の添加量を2〜10重量%としたのは請求項1と同じ理
由による。また、表面層のセメント配合、空気混入手段
等についても請求項1と同じである。
The reason why the amount of silica fume added to the surface layer is set to 2 to 10% by weight is the same as in claim 1. The cementing of the surface layer, the air mixing means, etc. are also the same as those in the first aspect.

【0018】従って、板材全体の強度は基層により発揮
され、深彫りの凹凸模様が形成された表面層はシリカヒ
ュームの添加により平面引っ張り強度が発揮され、板材
表面の耐凍害性が良くなる。
Therefore, the strength of the entire sheet material is exhibited by the base layer, and the surface layer having the deeply carved uneven pattern exhibits a plane tensile strength by the addition of silica fume, thereby improving the frost damage resistance of the sheet material surface.

【0019】請求項3の繊維補強セメント板の製造方法
は、請求項1又は請求項2の繊維補強セメント板の製造
方法において、微細気泡を混入してなるセメントスラリ
ー中に2〜10重量%のシリカヒュームを添加すること
に代え、プレス前の微細気泡を混入してなるセメントス
ラリー層表面にシリカヒューム水溶液を75〜200g
/m2の割合で散布しその後凹凸プレスすることを特徴
とするものである。
[0019] According to a third aspect of the present invention, there is provided the method for producing a fiber reinforced cement board according to the first or second aspect, wherein the cement slurry containing fine bubbles contains 2 to 10% by weight. Instead of adding silica fume, 75-200 g of silica fume aqueous solution is applied to the surface of the cement slurry layer containing fine bubbles before pressing.
/ M 2 , followed by pressing with irregularities.

【0020】シリカヒューム水溶液の散布により層表面
のセメントマトリックスの結合強度を高め、表面強度を
効率的に高めるのである。請求項4の繊維補強セメント
板の製造方法は、請求項1又は請求項2の繊維補強セメ
ント板の製造方法において、微細気泡を混入してなるセ
メントスラリー中に添加されるシリカヒュームに代えブ
レーン値8000cm2/g以上の結晶性シリカを使用するこ
とを特徴とするものである。
The bonding strength of the cement matrix on the surface of the layer is increased by spraying the aqueous solution of silica fume, and the surface strength is efficiently increased. The method for producing a fiber-reinforced cement board according to claim 4 is the method for producing a fiber-reinforced cement board according to claim 1 or 2, wherein a Brain value is used instead of silica fume added to a cement slurry containing fine bubbles. It is characterized by using crystalline silica of 8000 cm 2 / g or more.

【0021】ブレーン値8000cm2/g以上の結晶性シリカ
は珪酸を主成分とする微細粒子で、通常の珪砂などの珪
酸質と異なり40〜60℃でもポゾラン反応を起こす。な
お、請求項1、2のシリカヒュームも同様な作用を有す
るが、上記のポゾラン反応はこれに限らずブレーン値80
00cm2/g以上の結晶性シリカでも得られる。
Crystalline silica having a Blaine value of 8000 cm 2 / g or more is a fine particle mainly composed of silicic acid and, unlike ordinary siliceous materials such as silica sand, causes a pozzolanic reaction even at 40 to 60 ° C. The silica fumes according to claims 1 and 2 have a similar effect, but the pozzolanic reaction is not limited to this, but has a Blaine value of 80.
It can be obtained even with crystalline silica of not less than 00 cm 2 / g.

【0022】従って、珪砂の珪酸質によるポゾラン反応
を起こさせない100 ℃以下の養生温度でも十分な強度
を板材に付与でき、一次養生後のハンドリング時の事故
欠けなどが有効に防止される。
Accordingly, sufficient strength can be imparted to the plate material even at a curing temperature of 100 ° C. or less at which the pozzolanic reaction due to the siliceous material of the silica sand does not occur, and chipping during handling after the primary curing can be effectively prevented.

【0023】また、その後に最終養生として行なわれる
オートクレーブ養生時に、表面層にもともと配合された
珪砂の珪酸質によるポゾラン反応が始めて起こるため最
終製品の強度も向上する。
Further, at the time of autoclave curing performed as final curing thereafter, the pozzolanic reaction by the siliceous material of the silica sand originally blended in the surface layer occurs for the first time, so that the strength of the final product is improved.

【0024】請求項5の繊維補強セメント板の製造方法
は、請求項2、3又は請求項4の繊維補強セメント板の
製造方法において、微細気泡を混入してなるセメントス
ラリー中にCSF400mL以下の高叩解パルプを配合
してなることを特徴とするものである。
According to a fifth aspect of the present invention, there is provided a method for producing a fiber reinforced cement board according to the second, third or fourth aspect, wherein the cement slurry containing fine bubbles contains a CSF of 400 mL or less. It is characterized by blending beaten pulp.

【0025】パルプ繊維は原料粒子の補足性がよく、ク
ラック防止の効果がある。そこで、プレス成形に支障が
ないよう繊維長の短いCSF400mL以下の高叩解パ
ルプを添加し表面強度を高めるのである。
The pulp fiber has a good ability to capture raw material particles and has an effect of preventing cracks. Therefore, high beating pulp with a short fiber length of 400 mL or less of CSF is added so as not to hinder press molding, and the surface strength is increased.

【0026】なお、パルプ繊維としては好ましくは繊維
長の短い広葉樹パルプが用いられ、針葉樹パルプを用い
る場合は前述のような濾水度となるまで高叩解したもの
が使用される。
As the pulp fiber, hardwood pulp having a short fiber length is preferably used, and when softwood pulp is used, pulp which has been beaten to a high degree of freeness as described above is used.

【0027】[0027]

【発明の実施例】次に、この発明の実施例を説明する。
基本セメント配合として、セメント40重量%、珪砂40重
量%、パーライト10重量%、パルプ繊維として繊維長2
〜3mmのパルプ繊維10重量%の通常一般に用いられるセ
メント配合を用意した。これら配合材料を水と共に混合
槽に投入し均一混合してセメントスラリーを調整した。 [実施例1]このスラリーに0〜15重量%のシリカヒュ
ームを添加すると共に空気連行剤(花王株式会社製「A
E−03」)を外割りで0.1重量%添加し高速攪拌して
微少気泡を混入させスラリー濃度25%のスラリーAを得
た。
Next, an embodiment of the present invention will be described.
40% by weight of cement, 40% by weight of silica sand, 10% by weight of pearlite, fiber length 2 as pulp fiber
A commonly used cement formulation of 10% by weight of 3 mm pulp fiber was prepared. These blended materials were put into a mixing tank together with water and uniformly mixed to prepare a cement slurry. [Example 1] 0-15% by weight of silica fume was added to this slurry, and an air entraining agent ("A" manufactured by Kao Corporation)
E-03 ") was added at an outer rate of 0.1% by weight, and the mixture was stirred at a high speed to mix microbubbles to obtain a slurry A having a slurry concentration of 25%.

【0028】なお、シリカヒュームの添加量増加の分は
珪砂の添加量を減少させることにより全体量のバランス
を図った。このスラリーAを図1に示すように吸引脱水
装置1を備えた無端フェルトベルト2上に厚さ10〜13mm
の層状3に供給し、吸引脱水しつつ搬送し、表面の遊離
水が消失する程度に脱水された時点で、カッター4によ
り単層の成形板材を裁断した。
The amount of silica fume added was increased by reducing the amount of silica sand to balance the total amount. This slurry A is coated on an endless felt belt 2 provided with a suction dehydrator 1 as shown in FIG.
And then transported while suction dewatering was performed. When the surface was dehydrated to such an extent that free water on the surface disappeared, a single-layer molded plate was cut by the cutter 4.

【0029】裁断した成形板材5をプレス盤6に移送し
図2に示すように深さd=5mm、賦形角度θ=60°の金
型を用い加圧速度3.5mm/sでプレスした。プレス後、成
形板材5を24時間自然養生しその後、170℃×15時間の
オートクレーブ養生を行い製品とした。
The cut formed plate 5 was transferred to a press platen 6 and pressed at a pressing speed of 3.5 mm / s using a mold having a depth d = 5 mm and a shaping angle θ = 60 ° as shown in FIG. After pressing, the molded plate 5 was naturally cured for 24 hours, and then autoclaved at 170 ° C. for 15 hours to obtain a product.

【0030】上記のようにして得た板状製品について平
面引っ張り強度を測定したところ表1及び図3の結果と
なった。なお、表1においてシリカヒューム添加量0の
欄は添加無しを意味する。
The planar tensile strength of the plate-like product obtained as described above was measured. The results are shown in Table 1 and FIG. In addition, the column of silica fume addition amount 0 in Table 1 means no addition.

【0031】[実施例2]セメント配合として、前述のセ
メント40重量%、珪砂40重量%、パーライト10重量%、
パルプ繊維10重量%とした通常一般の基本配合からなる
原料を、水と共に混合槽に投入し均一混合してスラリー
濃度25%の基層用セメントスラリーBを調整した。
[Example 2] As a cement composition, the above-mentioned cement 40% by weight, silica sand 40% by weight, perlite 10% by weight,
A raw material having a general basic composition of 10% by weight of pulp fiber was charged into a mixing tank together with water and uniformly mixed to prepare a base layer cement slurry B having a slurry concentration of 25%.

【0032】このセメントスラリーBを図2に示すよう
に吸引脱水装置1を備えた無端フェルトベルト2上に厚
さ10〜13mmの層状10に供給し、吸引脱水しつつ搬送
し、表面の遊離水が消失する程度に脱水された時点で、
セメントスラリーBからなる基層のセメント層10上
に、実施例1に示したのと同じシリカヒューム添加のス
ラリーAを厚さ5mmの層状11に供給して複層とし、そ
の直後にカッター4により複層成形板材を裁断した。
As shown in FIG. 2, this cement slurry B is supplied in a layer 10 having a thickness of 10 to 13 mm on an endless felt belt 2 provided with a suction dewatering device 1 and conveyed while being suctioned and dewatered. When dehydrated to the extent that disappears,
The same slurry A containing silica fume as shown in Example 1 was supplied to a layer 11 having a thickness of 5 mm on the cement layer 10 as the base layer composed of the cement slurry B to form a multilayer, and immediately thereafter, the slurry 4 was mixed by the cutter 4. The layer formed plate was cut.

【0033】裁断した成形板材8をプレス盤6に移送し
実施例1と同様の金型でプレスし、成形板材8を24時間
自然養生し、その後170℃×15時間のオートクレーブ養
生を行い製品とした。
The cut molded plate 8 was transferred to the press platen 6 and pressed with the same mold as in Example 1. The molded plate 8 was naturally cured for 24 hours, and then subjected to autoclave curing at 170 ° C. × 15 hours to obtain a product. did.

【0034】上記のようにして得た板状製品について表
面の平面引っ張り強度を測定したところ表1及び図3に
示すような結果となった。なお、表1において、シリカ
ヒューム添加量の欄で0はシリカヒュームを添加しなか
った場合を示す。
When the planar tensile strength of the surface of the plate-like product obtained as described above was measured, the results shown in Table 1 and FIG. 3 were obtained. In Table 1, 0 in the column of silica fume addition amount indicates a case where silica fume was not added.

【0035】[0035]

【表1】 [Table 1]

【0036】表1及び図3より明らかなように、シリカ
ヒュームの添加量が2重量%となるあたりから表面強度
が高くなり、10重量%あたりより添加量を増加しても
添加に見合った効果が得られないことが確認された。
As is clear from Table 1 and FIG. 3, the surface strength increases as the amount of added silica fume becomes 2% by weight, and the effect commensurate with the addition even when the amount of addition is increased from about 10% by weight. Was not obtained.

【0037】そして表1において、平面強度が1Mpa以
上あれば耐凍害性合格とされる。従って、シリカヒュー
ム添加の場合は下限が2重量%以上、上限は効率を考え
ると10重量%とすれば良いことが判明した。
In Table 1, when the plane strength is 1 Mpa or more, it is determined that the frost resistance is acceptable. Therefore, it was found that the lower limit should be 2% by weight or more in the case of adding silica fume, and the upper limit should be 10% by weight in consideration of efficiency.

【0038】[実施例3]セメント40重量%、珪砂40重量
%、パーライト10重量%、パルプ繊維として繊維長2〜
3mmのパルプ繊維10重量%の通常一般に用いられるセメ
ント配合を基本セメント配合としたスラリーに空気連行
剤(花王株式会社製「AE−03」)を外割りで0.1重
量%添加し高速攪拌して微少気泡を混入させスラリー濃
度25%のスラリーAを得た。
Example 3 40% by weight of cement, 40% by weight of silica sand, 10% by weight of pearlite, fiber length 2 to 2 as pulp fiber
0.1% by weight of an air entraining agent ("KA-03", "AE-03") is added to a slurry containing 10% by weight of 3 mm pulp fiber and 10% by weight of a cement commonly used as a basic cement, and the mixture is stirred at high speed. Air bubbles were mixed in to obtain a slurry A having a slurry concentration of 25%.

【0039】この微少気泡混入スラリーAを図1に示す
ように吸引脱水装置1を備えた無端フェルトベルト2上
に厚さ10〜13mmの層状3に供給し、吸引脱水しつつ搬送
し、表面の遊離水が消失する程度に脱水された時点で、
表面に濃度15%のシリカヒューム水溶液をスプレーに
より0〜200g/m2の散布量で散布し、その後カッ
ター4により単層の成形板材を裁断した。
As shown in FIG. 1, this microbubble-mixed slurry A is supplied onto an endless felt belt 2 provided with a suction dewatering device 1 in a layer 3 having a thickness of 10 to 13 mm, and is conveyed while being suction-dewatered. When the water is dehydrated to the extent that free water disappears,
A silica fume aqueous solution having a concentration of 15% was sprayed on the surface by spraying at a spraying amount of 0 to 200 g / m 2 , and then a single-layer molded plate was cut with a cutter 4.

【0040】裁断した成形板材5をプレス盤6に移送し
深さd=5mm、賦形角度θ=60°の金型を用い加圧速度
3.5mm/sでプレスした。プレス後、成形板材5を24時間
自然養生しその後、170℃×15時間のオートクレーブ養
生を行い製品とした。
The cut formed plate 5 is transferred to a press platen 6 and a pressing speed is set using a mold having a depth d = 5 mm and a shaping angle θ = 60 °.
Pressed at 3.5 mm / s. After pressing, the molded plate 5 was naturally cured for 24 hours, and then autoclaved at 170 ° C. for 15 hours to obtain a product.

【0041】上記のようにして得た板状製品について平
面引っ張り強度を測定したところ表2及び図3に示すよ
うな結果となった。なお、表2においてシリカヒューム
水溶液散布量0の欄は散布しなかったことを意味する。
The planar tensile strength of the plate-like product obtained as described above was measured. The results were as shown in Table 2 and FIG. In Table 2, the column of the silica fume aqueous solution application amount of 0 means that the application was not performed.

【0042】[実施例6]セメント配合として、前述のセ
メント40重量%、珪砂40重量%、パーライト10重量%、
パルプ繊維10重量%とした通常一般の基本配合からなる
原料を、水と共に混合槽に投入し均一混合してスラリー
濃度25%の基層用セメントスラリーBを調整した。
[Example 6] As the cement composition, the above-mentioned cement 40% by weight, silica sand 40% by weight, perlite 10% by weight,
A raw material having a general basic composition of 10% by weight of pulp fiber was charged into a mixing tank together with water and uniformly mixed to prepare a base layer cement slurry B having a slurry concentration of 25%.

【0043】このセメントスラリーBを図2に示すよう
に吸引脱水装置4を備えた無端フェルトベルト5上に厚
さ10〜13mmの層状10に供給し、吸引脱水しつつ搬送
し、表面の遊離水が消失する程度に脱水された時点で、
セメントスラリーBからなる基層のセメント層10上
に、実施例5に示したのと同じ微細気泡混入のスラリー
Aを厚さ5mmの層状11に供給して複層とし、表面の遊
離水が消失する程度に脱水された時点で、表面に濃度1
5%のシリカヒューム水溶液を、スプレーにより0〜2
00g/m2の散布量で散布し、その後カッター4によ
り成形板材を裁断した。
As shown in FIG. 2, this cement slurry B is supplied in a layer 10 having a thickness of 10 to 13 mm on an endless felt belt 5 provided with a suction dewatering device 4, and is conveyed while being suctioned and dewatered. When dehydrated to the extent that disappears,
The same slurry A containing fine bubbles as shown in Example 5 is supplied to a layer 11 having a thickness of 5 mm on the cement layer 10 as the base layer composed of the cement slurry B to form a multilayer, and free water on the surface disappears. When dehydrated to a degree, the surface
Spray a 5% aqueous solution of silica fume from 0 to 2
It was sprayed at a spraying rate of 00 g / m 2 , and then the formed plate was cut with a cutter 4.

【0044】裁断した成形板材8をプレス盤9に移送し
実施例3と同様にプレスした。プレス後、成形板材8を
24時間自然養生しその後、170℃×15時間のオートクレ
ーブ養生を行い製品とした。
The cut molded plate material 8 was transferred to a press board 9 and pressed in the same manner as in Example 3. After pressing, the molded plate 8
The product was naturally cured for 24 hours and then autoclaved at 170 ° C. for 15 hours to obtain a product.

【0045】上記のようにして得た板状製品について表
面の平面引っ張り強度を測定したところ表2及び図4に
示した結果となった。表2において、平面強度が1Mpa
以上あれば耐凍害性合格とされる。
When the planar tensile strength of the surface of the plate-like product obtained as described above was measured, the results shown in Table 2 and FIG. 4 were obtained. In Table 2, the plane strength is 1 Mpa
If it is above, it is judged as freezing resistance.

【0046】従って、シリカヒューム水溶液散布量は7
5g/m2以上の散布量とすれば良いことが確認され
た。また、表2及び図4より明らかなようにシリカヒュ
ーム水溶液散布を200g/m2より多くしてもそれ以
上は散布増加に見合った平面強度の向上が見られずそれ
以上の散布量増加は無駄となることも判明した。
Therefore, the spray amount of the silica fume aqueous solution was 7
It was confirmed that the spray amount should be 5 g / m 2 or more. As is clear from Table 2 and FIG. 4, even if the silica fume aqueous solution was sprayed at more than 200 g / m 2, no improvement in the planar strength corresponding to the increase in the spraying was observed and no further increase in the spraying amount was wasted. It was also found that.

【0047】[0047]

【表2】 [Table 2]

【0048】[実施例5]実施例1におけるシリカヒュー
ムに代え、ブレーン値8000cm2/gの結晶性シリカを用
いた他は実施例1と同様にして未硬化の単層の板状製品
を得、次いで80℃×12時間の湿温養生後、170℃×15時
間のオートクレーブ養生を行い製品とした。
Example 5 An uncured single-layer plate-like product was obtained in the same manner as in Example 1 except that crystalline silica having a Blaine value of 8000 cm 2 / g was used instead of the silica fume in Example 1. Then, after curing at 80 ° C. for 12 hours under moist temperature, the product was subjected to autoclave curing at 170 ° C. for 15 hours to obtain a product.

【0049】[実施例6]実施例2におけるシリカヒュー
ムに代え、ブレーン値8000cm2/gの結晶性シリカを用
いた他は実施例2と同様にして未硬化の複層の板状製品
を得、次いで80℃×12時間の湿温養生後、170℃×15時
間のオートクレーブ養生を行い製品とした。
Example 6 An uncured multi-layer plate product was obtained in the same manner as in Example 2 except that crystalline silica having a Blaine value of 8000 cm 2 / g was used instead of the silica fume in Example 2. Then, after curing at 80 ° C. for 12 hours under moist temperature, the product was subjected to autoclave curing at 170 ° C. for 15 hours to obtain a product.

【0050】上記のようにして得た板状製品について一
次養生後ならびにオートクレーブ養生後の曲げ強度を測
定したところ表3に示すような結果となった。なお、曲
げ強度は、JIS 5号のセメント板の曲げ試験方法に
準拠して実施した。
The bending strength of the plate-like product obtained as described above after primary curing and after curing in an autoclave was measured. The results shown in Table 3 were obtained. The bending strength was measured in accordance with the JIS No. 5 bending test method for cement boards.

【0051】[0051]

【表3】 [Table 3]

【0052】表3より明らかなように、添加量5重量%
あたりから強度向上の効果が見られ添加量10重量%を
超えるとそれ以上添加量に見合った強度向上の効果が得
られないことが判明した。
As is clear from Table 3, the addition amount was 5% by weight.
It was found that the effect of improving the strength was seen from around, and when the addition amount exceeded 10% by weight, the effect of improving the strength in proportion to the added amount could not be obtained any more.

【0053】また、一次養生後とオートクレーブ養生後
の強度についても、添加量5重量%を超える実施例の場
合は、無添加の場合に比べ強度向上の効果が見られ、特
に一次養生後のハンドリング性が向上しているのが確認
された。 [実施例7]通常のセメント層上に微細気泡混入のセメン
ト層を積層した複層の実施例2、4及び実施例6におい
て、表面層にCSF400mL以下の広葉樹、針葉樹パ
ルプを添加しそれぞれの実施例と同様に板状製品を製造
し、実施例6と同じ試験方法で曲げ強度試験を行なった
ところ、各実施例に対し15〜20%の強度向上が見ら
れた。
The strength after the primary curing and after the curing in the autoclave was also improved in the examples in which the amount of addition exceeds 5% by weight as compared with the case where no additives were added, and especially the handling after the primary curing. It was confirmed that the property was improved. [Example 7] In Examples 2, 4 and 6 in which a cement layer containing microbubbles was laminated on a normal cement layer, hardwood and softwood pulp having a CSF of 400 mL or less was added to the surface layer to carry out each operation. A plate-like product was manufactured in the same manner as in the example, and a bending strength test was performed by the same test method as in Example 6. As a result, a 15 to 20% improvement in strength was observed for each example.

【0054】[0054]

【発明の効果】以上説明したように、請求項1の発明に
よれば、再現性の良い深彫りプレスの凹凸模様の付され
た微細気泡混入繊維補強セメント板であっても、シリカ
ヒュームの添加により平面引っ張り強度が強く、耐凍害
性にも優れたものとすることができる。
As described above, according to the first aspect of the present invention, even in the case of a fine-bubble mixed fiber reinforced cement board having a concave-convex pattern of a deep-engraving press with good reproducibility, silica fume is added. Thereby, the plane tensile strength is strong and the frost damage resistance is excellent.

【0055】請求項2の発明によれば繊維補強セメント
板の構造が複層化され、基層は板材強度、上層は凹凸模
様のあらわし易い層と、それぞれの層で役割を分担させ
ることで板材の全体的強度が高くされている上、その表
面強度がシリカヒュームの添加により向上され耐凍害性
に優れるといった効果を有する。
According to the second aspect of the present invention, the structure of the fiber reinforced cement board is multi-layered, and the base layer is a board material strength, and the upper layer is a layer in which an uneven pattern is easily formed. The overall strength is increased, and the surface strength is improved by the addition of silica fume, which has the effect of being excellent in frost damage resistance.

【0056】請求項3の発明によれば、シリカヒューム
水溶液を散布するだけでよいので、シリカヒューム添加
混合の工程が不要となり、しかもシリカヒューム添加混
合に近い平面強度向上の効果が得られるため実施が容易
となる効果を有する。
According to the third aspect of the present invention, since it is only necessary to spray the aqueous solution of silica fume, the step of adding and mixing silica fume is not required, and the effect of improving the plane strength close to that of adding silica fume can be obtained. Has the effect of being easy.

【0057】請求項4の発明によれば表面層は低温の湿
温養生でも十分強度が発揮されるので、一次養生後であ
ってもハンドリング時の表面層の事故割れ等が有効に防
止でき、その後のオートクレーブ養生後の板材強度にも
悪影響が生じない効果を有する。
According to the fourth aspect of the present invention, since the surface layer exhibits sufficient strength even at low temperature and humidity curing, accidental cracking of the surface layer during handling can be effectively prevented even after primary curing. It has the effect of not adversely affecting the strength of the sheet material after the subsequent autoclave curing.

【0058】請求項5の発明によれば、表面層のパルプ
繊維の捕捉性によってセメントマトリックスが強化され
る。また、繊維長が非常に短いので凹凸プレスの再現性
に悪影響を与えることも少ない。
According to the fifth aspect of the present invention, the cement matrix is reinforced by the ability of the surface layer to capture pulp fibers. Further, since the fiber length is very short, there is little adverse effect on the reproducibility of the uneven press.

【0059】従って、シリカヒューム等による結合強度
向上に加えさらに表面層の平面引っ張り強度、曲げ強度
が向上する効果を有する。
Accordingly, in addition to the improvement of the bonding strength by the silica fume or the like, there is an effect that the plane tensile strength and the bending strength of the surface layer are further improved.

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

【図1】請求項1、3に記載の発明の方法を実施する装
置の側面図である。
FIG. 1 is a side view of an apparatus for performing a method according to the first and third aspects of the present invention.

【図2】請求項2、3に記載の発明の方法を実施する装
置の側面図である。
FIG. 2 is a side view of an apparatus for performing the method according to the second and third aspects of the present invention.

【図3】シリカヒューム添加量と平面引っ張り強度の相
関を示すグラフである。
FIG. 3 is a graph showing the correlation between the amount of added silica fume and the plane tensile strength.

【図4】シリカヒューム水溶液散布量と平面引っ張り強
度の相関を示すグラフである。
FIG. 4 is a graph showing a correlation between a spray amount of a silica fume aqueous solution and a plane tensile strength.

【符号の説明】[Explanation of symbols]

1 吸引脱水装置 2 無端フェルトベルト 3 セメント層 4 カッター 5 裁断した成形板材 6 プレス盤 DESCRIPTION OF SYMBOLS 1 Suction dehydration apparatus 2 Endless felt belt 3 Cement layer 4 Cutter 5 Cut formed plate material 6 Press machine

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI C04B 14:18 22:06 16:02) 111:20 (72)発明者 植松 淳 兵庫県尼崎市浜一丁目1番1号 株式会社 クボタ技術開発研究所内──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code FI C04B 14:18 22:06 16:02) 111: 20 (72) Inventor Atsushi Uematsu 1-1-1 Hama, Amagasaki-shi, Hyogo Shares Company Kubota Technology Development Laboratory

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】吸引脱水装置を備えたフェルトベルト上に
微細気泡を混入してなるセメントスラリーを層状に供給
し、吸引脱水し、その後凹凸プレスして製板する一層フ
ローオン成形法において、前記微細気泡を混入してなる
セメントスラリー中に2〜10重量%のシリカヒューム
を添加することを特徴とする繊維補強セメント板の製造
方法。
1. A one-layer flow-on molding method in which a cement slurry containing microbubbles is supplied in a layered form onto a felt belt equipped with a suction dewatering device, suction-dewatered, and then pressed by uneven pressing to make a plate. A method for producing a fiber-reinforced cement board, comprising adding 2 to 10% by weight of silica fume to a cement slurry containing fine bubbles.
【請求項2】吸引脱水装置を備えたフェルトベルト上に
常法による配合のセメントスラリーを層状に供給し、吸
引脱水して製板し、次いで該層を基層として、微細気泡
を混入したセメントスラリーをさらに層状に供給して積
層後プレスして上層表面に凹凸模様を付し、以後常法に
従い養生硬化する繊維補強セメント板の製造方法におい
て、前記微細気泡を混入してなるセメントスラリー中に
2〜10重量%のシリカヒュームを添加することを特徴
とする繊維補強セメント板の製造方法。
2. A cement slurry containing a blended cement slurry by a conventional method is supplied in a layered form onto a felt belt equipped with a suction dewatering device, and the plate is formed by suction dehydration. Is further supplied in a layered form, laminated and pressed to form an uneven pattern on the upper layer surface, and then cured and cured in a conventional manner in a method for producing a fiber-reinforced cement board. A method for producing a fiber-reinforced cement board, comprising adding silica fume of 10 to 10% by weight.
【請求項3】請求項1又は請求項2の繊維補強セメント
板の製造方法において、微細気泡を混入してなるセメン
トスラリー中に2〜10重量%のシリカヒュームを添加
することに代え、プレス前の微細気泡を混入してなるセ
メントスラリー層表面にシリカヒューム水溶液を75〜
200g/m2の割合で散布しその後凹凸プレスするこ
とを特徴とする繊維補強セメント板の製造方法。
3. The method for producing a fiber-reinforced cement board according to claim 1 or 2, wherein 2 to 10% by weight of silica fume is added to the cement slurry containing fine bubbles before pressing. Of silica fume aqueous solution on the surface of the cement slurry layer
A method for producing a fiber-reinforced cement board, which comprises spraying at a rate of 200 g / m 2 and then pressing unevenly.
【請求項4】請求項1又は請求項2の繊維補強セメント
板の製造方法において、微細気泡を混入してなるセメン
トスラリー中に添加されるシリカヒュームに代えブレー
ン値8000cm2/g以上の結晶性シリカを使用することを
特徴とする繊維補強セメント板の製造方法。
4. The method for producing a fiber reinforced cement board according to claim 1 or 2, wherein the silica fume added to the cement slurry containing fine bubbles is replaced with a crystal having a Blaine value of 8000 cm 2 / g or more. A method for producing a fiber-reinforced cement board, comprising using silica.
【請求項5】請求項2、3又は請求項4の繊維補強セメ
ント板の製造方法において、微細気泡を混入してなるセ
メントスラリー中にCSF400mL以下の高叩解パル
プを配合してなることを特徴とする繊維補強セメント板
の製造方法。
5. The method for producing a fiber-reinforced cement board according to claim 2, wherein high-beaten pulp having a CSF of 400 mL or less is mixed with a cement slurry containing fine bubbles. Of producing fiber reinforced cement boards.
JP26471397A 1997-09-30 1997-09-30 Manufacture of fiber reinforced cement plate Pending JPH1199512A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26471397A JPH1199512A (en) 1997-09-30 1997-09-30 Manufacture of fiber reinforced cement plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26471397A JPH1199512A (en) 1997-09-30 1997-09-30 Manufacture of fiber reinforced cement plate

Publications (1)

Publication Number Publication Date
JPH1199512A true JPH1199512A (en) 1999-04-13

Family

ID=17407159

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26471397A Pending JPH1199512A (en) 1997-09-30 1997-09-30 Manufacture of fiber reinforced cement plate

Country Status (1)

Country Link
JP (1) JPH1199512A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001316162A (en) * 2000-04-28 2001-11-13 Kenzai Gijutsu Kenkyusho:Kk Method for manufacturing calcium silicate board
EP1558538A1 (en) * 2002-10-07 2005-08-03 James Hardie International Finance B.V. Durable medium-density fibre cement composite
US7857906B2 (en) 2001-03-09 2010-12-28 James Hardie Technology Limited Fiber reinforced cement composite materials using chemically treated fibers with improved dispersibility
US7998571B2 (en) 2004-07-09 2011-08-16 James Hardie Technology Limited Composite cement article incorporating a powder coating and methods of making same
US8383031B2 (en) 2002-10-07 2013-02-26 James Hardie Technology Limited Method for modifying pore size distribution zones in fiber cement composites and articles of manufacture of the same
US8993462B2 (en) 2006-04-12 2015-03-31 James Hardie Technology Limited Surface sealed reinforced building element

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001316162A (en) * 2000-04-28 2001-11-13 Kenzai Gijutsu Kenkyusho:Kk Method for manufacturing calcium silicate board
JP4520583B2 (en) * 2000-04-28 2010-08-04 株式会社エーアンドエーマテリアル Calcium silicate plate manufacturing method
US7857906B2 (en) 2001-03-09 2010-12-28 James Hardie Technology Limited Fiber reinforced cement composite materials using chemically treated fibers with improved dispersibility
EP1558538A1 (en) * 2002-10-07 2005-08-03 James Hardie International Finance B.V. Durable medium-density fibre cement composite
EP1558538A4 (en) * 2002-10-07 2008-03-05 James Hardie Int Finance Bv Durable medium-density fibre cement composite
US8383031B2 (en) 2002-10-07 2013-02-26 James Hardie Technology Limited Method for modifying pore size distribution zones in fiber cement composites and articles of manufacture of the same
US7998571B2 (en) 2004-07-09 2011-08-16 James Hardie Technology Limited Composite cement article incorporating a powder coating and methods of making same
US8993462B2 (en) 2006-04-12 2015-03-31 James Hardie Technology Limited Surface sealed reinforced building element

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