JP2003213839A - Fiber-reinforced inorganic plate - Google Patents

Fiber-reinforced inorganic plate

Info

Publication number
JP2003213839A
JP2003213839A JP2002018292A JP2002018292A JP2003213839A JP 2003213839 A JP2003213839 A JP 2003213839A JP 2002018292 A JP2002018292 A JP 2002018292A JP 2002018292 A JP2002018292 A JP 2002018292A JP 2003213839 A JP2003213839 A JP 2003213839A
Authority
JP
Japan
Prior art keywords
fiber
reinforced
reinforced inorganic
inorganic plate
board
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
JP2002018292A
Other languages
Japanese (ja)
Inventor
Akira Owada
彰 大和田
Senji Horikoshi
仙次 堀越
Takeji Harasawa
武治 原沢
Tomoki Iwanaga
朋来 岩永
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.)
A&A Material Corp
Original Assignee
A&A Material 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 A&A Material Corp filed Critical A&A Material Corp
Priority to JP2002018292A priority Critical patent/JP2003213839A/en
Publication of JP2003213839A publication Critical patent/JP2003213839A/en
Pending legal-status Critical Current

Links

Landscapes

  • Panels For Use In Building Construction (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a nearly smooth fiber-reinforced inorganic plate in which fine rugged shape with a nonslip effect in handling during construction is provided on at least one face out of the front and rear faces without impairing the appearance or strength of the fiber-reinforced inorganic plate itself. <P>SOLUTION: This fiber-reinforced inorganic plate has the rugged part at least on one face out of the front and rear faces. In the rugged part, the height difference between a recessed part and a projecting part is 0.1-2 mm, and the pitch between the adjacent projecting parts is within the range of 0.1-3 mm. The area ratio of the projecting parts to the whole rugged part is 20-70%, and the coefficient of static friction is 0.8 or more. <P>COPYRIGHT: (C)2003,JPO

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】本発明は、繊維補強無機質板
の表裏面の少なくとも一面に略均一且つ微細な凹凸形状
を付与すことにより、製品表面の美観を損なうことな
く、ハンドリングにおける滑り止め効果を有する繊維補
強無機質板に関するものである。
TECHNICAL FIELD The present invention provides a non-slip effect in handling without impairing the aesthetic appearance of the product surface by imparting a substantially uniform and fine uneven shape to at least one surface of the fiber-reinforced inorganic plate. The present invention relates to a fiber-reinforced inorganic plate having the same.

【0002】[0002]

【従来の技術】現在、一般的な建材として使用されてい
る繊維補強無機質板には、例えばセメント系、石膏系、
ケイ酸カルシウム系等の材質のものがある。これらの繊
維補強無機質板は、通常、抄造法、プレス成形法等の方
法により製造されており、繊維補強無機質板やその製造
方法として例えば特公平8−25182号公報、特開2
001−48630号公報、特公平7−35289号公
報等が提案されている。
2. Description of the Related Art Fiber-reinforced inorganic boards currently used as general building materials include, for example, cement-based, gypsum-based,
Materials such as calcium silicate are available. These fiber-reinforced inorganic plates are usually manufactured by a method such as a papermaking method and a press molding method, and examples of the fiber-reinforced inorganic plate and a method for manufacturing the fiber-reinforced inorganic plate are disclosed in Japanese Patent Publication No. 25182/1996.
No. 001-48630, Japanese Patent Publication No. 7-35289, etc. are proposed.

【0003】ここで、特公平8−25182号公報に
は、セルロースパルプ、合成パルプ、ガラス繊維、PV
A繊維、PAN繊維、アラミド繊維及びカーボン繊維か
らなる群から選択される繊維質原料と、ポルトランドセ
メントを主体とするか、または石灰質原料と珪酸質原料
を主体とするマトリックス形成用粉体原料を必須成分と
する構成原料を湿式混合し、抄造法により形成した生板
を複数枚積層した後、プレス成形を行い、養生硬化する
ことからなるノンアスベストスレートの製造方法におい
て、プレス成形前の生板含水率を33%以上とし且つプ
レス成形による生板含水率の低下量を10%以上とする
ことを特徴とするノンアスベストスレートの製造方法が
記載されている。また、特開2001−48630号公
報には、セメント20〜60質量%、予め石灰質原料と
シリカ質原料を水熱合成してなるけい酸カルシウム系軽
量水熱合成物5〜50質量%、補強繊維3〜18質量%
および充填材0〜60質量%からなる配合物を湿式成形
して得られ、かさ比重0.5〜1.2、曲げ強度10〜
30N/mmおよび壁倍率2.5以上であることを特
徴とする無機質耐力面材が開示されている。更に、特公
平7−35289号公報には、II型無水石こう98〜
60重量%(質量%)と短繊維2〜40重量%(質量
%)からなる混合物100重量部(質量部)、無機粉末
5〜100重量部(質量部)、および上記II型無水石
こう100重量部(質量部)に対する添加割合が0.1
〜2.5重量部(質量部)の石こう硬化促進剤からなる
組成物を、水温20〜35℃のスラリーとし、該スラリ
ーを抄造成形した後、1〜400kg/cmの圧力で
加圧成形して抄造板とし、該抄造板を温度0〜15℃、
湿度70〜100%の雰囲気下で冷却養生することを特
徴とする無水石こう抄造板の製造方法が開示されてい
る。
Here, Japanese Patent Publication No. 25182/1996 discloses cellulose pulp, synthetic pulp, glass fiber, PV.
A fibrous raw material selected from the group consisting of A fiber, PAN fiber, aramid fiber and carbon fiber, and a powder raw material for matrix formation mainly composed of Portland cement or mainly calcareous raw material and siliceous raw material In the method for producing a non-asbestos slate consisting of wet-mixing the constituent raw materials as the components and stacking a plurality of green plates formed by the papermaking method, and then curing and curing, a raw plate containing water before press molding There is described a method for producing non-asbestos slate, characterized in that the rate is 33% or more and the reduction rate of the green plate water content by press forming is 10% or more. Further, in JP 2001-48630 A, 20 to 60% by mass of cement, 5 to 50% by mass of calcium silicate-based lightweight hydrothermal compound obtained by hydrothermally synthesizing calcareous raw material and siliceous raw material in advance, reinforcing fiber 3-18% by mass
And a filler comprising 0 to 60 mass% are obtained by wet molding, and have a bulk specific gravity of 0.5 to 1.2 and a bending strength of 10
An inorganic load bearing surface material is disclosed, which has a wall strength of 30 N / mm 2 and a wall magnification of 2.5 or more. Further, Japanese Patent Publication No. 7-35289 discloses a type II anhydrous gypsum 98-
100 parts by weight of a mixture of 60% by weight (mass%) and 2-40% by weight of short fibers (mass%), 5 to 100 parts by weight of inorganic powder (mass part), and 100 parts by weight of the above-mentioned type II anhydrous gypsum. Addition ratio to 0.1 parts (parts by mass) is 0.1
To 2.5 parts by weight (mass part) of a gypsum hardening accelerator is made into a slurry having a water temperature of 20 to 35 ° C., and the slurry is subjected to paper forming, and then pressure-molded at a pressure of 1 to 400 kg / cm 2. To obtain a papermaking plate, and the papermaking plate is at a temperature of 0 to 15 ° C.
Disclosed is a method for producing an anhydrous gypsum papermaking board, which comprises cooling and curing in an atmosphere having a humidity of 70 to 100%.

【0004】これらの繊維補強無機質板のうち、予め表
面に塗装を施した化粧板等を除き、それらの多くは、そ
のまま建造物のあらゆる部位に施工され、場合によって
は繊維補強無機質板の表面が露出したままの状態になる
こともある。この時、繊維補強無機質板の表面は、可能
であれば略平滑に仕上げられたものがユーザーにとって
は好ましく、しばしば細かい研磨仕上げが施されてい
る。しかし、繊維補強無機質板の施工現場において施工
者が繊維補強無機質板を持ち運ぶ際、表面がなめらかで
あると滑り易く、質量の大きい材料になるとハンドリン
グにおける難点となることがある。
Of these fiber-reinforced inorganic plates, most of them, except the decorative plate whose surface is previously coated, are directly applied to all parts of the building, and in some cases, the surface of the fiber-reinforced inorganic plate is It may remain exposed. At this time, it is preferable for the user that the surface of the fiber-reinforced inorganic plate is finished to be substantially smooth, if possible, and fine polishing is often performed. However, when a builder carries the fiber reinforced inorganic plate at the construction site of the fiber reinforced inorganic plate, a smooth surface may cause slipperiness, and a material having a large mass may cause a difficulty in handling.

【0005】一方、表面に大きく粗雑なざらつきや窪み
のあるような仕上がりの繊維補強無機質板は、ハンドリ
ング性には優れるものの、均一性を失うことになり、表
面が緻密質でなく、繊維補強無機質板の密度が不足する
ため、繊維補強無機質板の強度が不足し、建材としての
価値を失うこととなる。
On the other hand, a fiber-reinforced inorganic sheet having a finish with a large and rough texture or dent on the surface is excellent in handling property but loses uniformity, so that the surface is not dense and the fiber-reinforced inorganic sheet is not. Since the density of the board is insufficient, the strength of the fiber-reinforced inorganic board is insufficient and the value as a building material is lost.

【0006】[0006]

【発明が解決しようとする課題】本発明は、繊維補強無
機質板自体の美観あるいは強度を損ねることなく、施工
時のハンドリングにおける滑り止め効果を有する微細な
凹凸形状を表裏面の少なくとも一面に付与した略平滑な
繊維補強無機質板を提供することを目的とする。
DISCLOSURE OF THE INVENTION According to the present invention, at least one of the front and back surfaces is provided with a fine uneven shape having a non-slip effect during handling during construction without impairing the appearance or strength of the fiber-reinforced inorganic plate itself. An object is to provide a fiber-reinforced inorganic plate that is substantially smooth.

【0007】[0007]

【課題を解決するための手段】即ち、本発明の繊維補強
無機質板は、表裏面の少なくとも一面に凹部と凸部の高
低差が0.1〜2mmであり、且つ隣り合う凸部間ピッ
チが0.1〜3mmの範囲内にある凹凸部を有し、該凹
凸部全体に対する凸部の面積比が20〜70%であり、
且つ静摩擦係数が0.8以上であることを特徴とする。
That is, in the fiber-reinforced inorganic plate of the present invention, the height difference between the concave portion and the convex portion is 0.1 to 2 mm on at least one of the front and back surfaces, and the pitch between adjacent convex portions is Having an uneven portion within the range of 0.1 to 3 mm, the area ratio of the convex portion to the entire uneven portion is 20 to 70%,
In addition, the coefficient of static friction is 0.8 or more.

【0008】また、本発明の繊維補強無機質板は、繊維
補強セメント板、繊維補強ケイ酸カルシウム板または繊
維補強石膏板であることを特徴とする。
The fiber-reinforced inorganic board of the present invention is characterized by being a fiber-reinforced cement board, a fiber-reinforced calcium silicate board or a fiber-reinforced gypsum board.

【0009】[0009]

【発明の実施の形態】本発明の繊維補強無機質板は、表
裏面の少なくとも一面に凹部と凸部の高低差が0.1〜
2mmであり、且つ隣り合う凸部間ピッチが0.1〜3
mmの範囲内にある凹凸部を有し、該凹凸部全体に対す
る凸部の面積比が20〜70%であり、且つ静摩擦係数
が0.8以上であることを特徴とするものである。
BEST MODE FOR CARRYING OUT THE INVENTION The fiber-reinforced inorganic plate of the present invention has a height difference of 0.1 to 0.1 on at least one of the front and back surfaces.
2 mm, and the pitch between adjacent protrusions is 0.1 to 3
It is characterized in that it has an uneven portion within a range of mm, the area ratio of the convex portion to the entire uneven portion is 20 to 70%, and the coefficient of static friction is 0.8 or more.

【0010】ここで、本明細書に記載の述語「繊維補強
無機質板」は、現在建材等として一般的に用いられてい
る例えば繊維補強セメント板、繊維補強ケイ酸カルシウ
ム板、繊維補強石膏板等を総称するものであり、その成
分配合や製造履歴等は特に限定されるものではない。例
えば繊維補強セメント板は、バインダーとしてセメント
と補強繊維とを主原料として使用し、必要に応じて無機
骨材、無機質充填材等を併用し、抄造法や加圧脱水成形
法等の公知の方法にて成形されたグリーンシートを養生
・硬化して製造されるものである。また、繊維補強ケイ
酸カルシウム板は、石灰質原料及びケイ酸質原料等のマ
トリックス形成原料と補強繊維とを主原料として使用
し、必要に応じて無機骨材、無機質充填材等を併用し、
抄造法や加圧脱水成形法等の公知の方法にて成形された
グリーンシートを水熱反応せしめることにより硬化させ
て製造されるものである。更に、繊維補強石膏板は、バ
インダーである半水石膏や無水石膏等の水和性石膏と補
強繊維とを主原料として使用し、前述のセメント板、ケ
イ酸カルシウム板と同様に、必要に応じて無機骨材、無
機質充填材等を併用し、抄造法や加圧脱水成形法等の公
知の方法にて成形されたグリーンシートを養生・硬化し
て製造されるものである。なお、必要に応じて硬化遅延
剤あるいは硬化促進剤が配合されている場合もある。
Here, the term "fiber-reinforced inorganic board" described in the present specification refers to, for example, a fiber-reinforced cement board, a fiber-reinforced calcium silicate board, a fiber-reinforced gypsum board and the like which are generally used as building materials at present. Are collectively referred to, and the component blending, manufacturing history, and the like are not particularly limited. For example, a fiber-reinforced cement board uses cement and reinforcing fibers as a main material as a binder, and optionally an inorganic aggregate, an inorganic filler, and the like, and a known method such as a papermaking method or a pressure dehydration molding method. It is manufactured by curing and curing the green sheet molded in. Further, the fiber-reinforced calcium silicate plate, using a matrix-forming raw material such as calcareous raw material and siliceous raw material and reinforcing fibers as the main raw material, if necessary, in combination with inorganic aggregate, inorganic filler, etc.,
It is produced by curing a green sheet formed by a known method such as a papermaking method or a pressure dehydration forming method by hydrothermal reaction. Furthermore, the fiber-reinforced gypsum board uses hydrated gypsum such as hemihydrate gypsum or anhydrous gypsum as a binder and reinforcing fibers as main raw materials, and, like the cement board and calcium silicate board described above, if necessary. It is manufactured by curing and curing a green sheet molded by a known method such as a papermaking method or a pressure dehydration molding method, in which an inorganic aggregate and an inorganic filler are used together. If necessary, a curing retarder or curing accelerator may be added.

【0011】また、本明細書に記載の述語「静摩擦係
数」は、下記の方法により求めたものである:まず、繊
維補強無機質板を、凹凸部を有する面を上にして常態環
境下にて水平に静置固定し、その上に水平方向に牽引可
能なゴム硬度40で、100mm×100mm×3mm
(厚さ)の寸法を有するゴムシートを載置し、更に、該
ゴムシート上に底面がゴムシートと同一形状を有する鋼
製重り(質量:Wkg)を載置し、該ゴムシートを水平
方向に牽引して動き始めるのに掛った最大の力F(N)
を測定し、重力加速度を9.8(m/秒)として、次
式にて静摩擦係数μを算出する。
The term "static friction coefficient" described in the present specification is obtained by the following method: First, a fiber-reinforced inorganic plate is placed in a normal environment with the surface having the irregularities facing up. Rubber hardness of 40 mm, 100 mm x 100 mm x 3 mm, fixed horizontally and pulled horizontally on top of it
A rubber sheet having a dimension of (thickness) is placed, and a steel weight (mass: Wkg) having a bottom surface having the same shape as the rubber sheet is placed on the rubber sheet, and the rubber sheet is placed in the horizontal direction. Maximum force F (N) required to pull and start moving
Is calculated, and the gravitational acceleration is set to 9.8 (m / sec 2 ), and the static friction coefficient μ is calculated by the following equation.

【数1】μ=F/(9.8W) (1) ただし、Wは20〜30kgの範囲内とする。## EQU1 ## μ = F / (9.8W) (1) However, W is in the range of 20 to 30 kg.

【0012】本発明者らの研究によれば、本発明の繊維
補強無機質板において、静摩擦係数が0.8以上、好ま
しくは0.85以上であれば、繊維補強無機質板の施工
時等のハンドリングにおける問題点を解決できることが
判明した。
According to the research conducted by the present inventors, in the fiber-reinforced inorganic sheet of the present invention, if the coefficient of static friction is 0.8 or more, preferably 0.85 or more, handling at the time of construction of the fiber-reinforced inorganic sheet, etc. It turns out that the problem in can be solved.

【0013】本発明の繊維補強無機質板は、その表裏面
の少なくとも一面に凹凸部を有するものであるが、凹部
と凸部の高低差は0.1〜2mm、好ましくは0.5〜
1.5mmの範囲内にある。凹部と凸部の高低差やが上
記範囲外となると、繊維補強無機質板の静摩擦係数を
0.8以上とすることができず、滑り易くなるために好
ましくない。更に、凹部と凸部の高低差が2mmを超え
ると、繊維補強無機質板の外観上滑らかなイメージがな
くなり、むしろ、模様としての凹凸に近く、本発明の目
的とする略平滑な繊維補強無機質板とは異なる風合いの
ものとなって、凹凸部がデザインの意味合いが増すので
好ましくないばかりか、材料強度にもよるが凸部の欠
け、擦れが発生し易くなり、ハンドリングにおいて外観
の劣化、ついては繊維補強無機質板自体の劣化を起こす
可能性があるために好ましくない。
The fiber-reinforced inorganic plate of the present invention has an uneven portion on at least one of its front and back surfaces, and the height difference between the concave portion and the convex portion is 0.1 to 2 mm, preferably 0.5 to.
Within the range of 1.5 mm. If the height difference between the concave portion and the convex portion is out of the above range, the coefficient of static friction of the fiber-reinforced inorganic plate cannot be 0.8 or more, and it becomes slippery, which is not preferable. Further, when the height difference between the concave portion and the convex portion exceeds 2 mm, the appearance of the fiber-reinforced inorganic plate is not smooth, and rather, it is close to the unevenness as a pattern, and the substantially smooth fiber-reinforced inorganic plate which is the object of the present invention. Not only is it not desirable because the unevenness increases the meaning of the design, and the unevenness easily causes chipping or rubbing of the convexity depending on the material strength, deterioration of the appearance during handling, and fiber. It is not preferable because it may cause deterioration of the reinforcing inorganic plate itself.

【0014】また、前記凹凸部は、隣り合う凸部間ピッ
チが0.1〜3mm、好ましくは0.5〜3mmの範囲
内にある。ここで、隣り合う凸部間ピッチが3mmを超
えると、繊維補強無機質板を掴む際の接触面積が逆に減
少し、その結果摩擦力が不足して滑り易くなるために好
ましくない。また、隣り合う凸部間ピッチが0.1mm
未満となると、凹凸が微細となりすぎ、静摩擦係数が低
下し、滑り止め効果が得られるため好ましくない。な
お、隣り合う凸部間ピッチとは、凸部頂点間あるいは凸
部上面の中心点間を意味するものである。
Further, in the uneven portion, the pitch between adjacent convex portions is in the range of 0.1 to 3 mm, preferably 0.5 to 3 mm. Here, if the pitch between the adjacent convex portions exceeds 3 mm, the contact area when gripping the fiber-reinforced inorganic plate is decreased conversely, and as a result, the frictional force becomes insufficient and slipping is unfavorable. In addition, the pitch between adjacent convex portions is 0.1 mm
If it is less than the above range, the unevenness becomes too fine, the coefficient of static friction decreases, and the anti-slip effect is obtained, which is not preferable. In addition, the pitch between adjacent convex portions means between the apex of the convex portions or between the center points of the upper surfaces of the convex portions.

【0015】更に、該凹凸部全体に対する凸部の面積比
が20〜70%、好ましくは30〜60%の範囲内にあ
る。ここで、該凹凸部全体に対する凸部の面積比が、こ
の範囲以外では、凹凸面が略平滑に近い状態となり、静
摩擦係数が0.8未満となり、滑り止め効果が不充分と
なってしまうために好ましくない。
Further, the area ratio of the projections to the entire projections and depressions is in the range of 20 to 70%, preferably 30 to 60%. Here, if the area ratio of the projections to the entire projections and depressions is outside this range, the projections and depressions are in a nearly smooth state, the coefficient of static friction is less than 0.8, and the anti-slip effect becomes insufficient. Not good for

【0016】なお、上記凹凸部は、繊維補強無機質板の
表裏面の少なくと一面に濾水布または有孔シートを施し
て付与することができ、目的の意味合いから好ましくは
表裏面両面に付与することが好ましい。
The irregularities can be provided by applying a drainage cloth or a perforated sheet to at least one of the front and back surfaces of the fiber-reinforced inorganic plate, and preferably from both the front and back surfaces for the purpose of purpose. It is preferable.

【0017】上述のような凹凸部を有する本発明の繊維
補強無機質板は、例えば下記のような方法により製造す
ることができる。即ち、繊維補強無機質板を抄造法、加
圧脱水成形法、流し込み成形法等で製造する場合には、
脱水あるいは一次硬化工程において、繊維補強無機質板
のグリーンシートの表裏面の少なくとも一面に濾水布あ
るいは有孔シートを使用することにより、繊維補強無機
質板の表裏面の少なくとも一面に略均一で微細な凹凸形
状を付与することのできる。
The fiber-reinforced inorganic plate of the present invention having the above-mentioned uneven portion can be manufactured, for example, by the following method. That is, when the fiber-reinforced inorganic plate is manufactured by a papermaking method, a pressure dehydration molding method, a casting method, or the like,
In the dehydration or primary curing step, by using a drainage cloth or a perforated sheet on at least one of the front and back surfaces of the green sheet of the fiber reinforced inorganic plate, at least one of the front and back surfaces of the fiber reinforced inorganic plate is substantially uniform and fine. It is possible to give an uneven shape.

【0018】本明細書でいう濾水布あるいは有孔シート
は、固形分を濾過し、余剰水を搾取することを目的とす
るものである。織布としては、一般には繊維を織り込ん
だ織布やワイヤーメッシュが多く、織り込み方は特に限
定されるものではなく、一般的な形状のものが使用でき
る。例えば、平織、綾織、杉綾織、朱子織、綾畳織、二
重織等の織布法により織られた織布を使用できる。
The drainage cloth or perforated sheet referred to in the present specification is intended to filter solids and extract excess water. As the woven cloth, generally, there are many woven cloths and wire meshes in which fibers are woven, and the weaving method is not particularly limited, and a general shape can be used. For example, a woven fabric woven by a weaving method such as a plain weave, a twill weave, a twill weave, a satin weave, a twill weave, and a double weave can be used.

【0019】なお、材質は、ポリエステル、ナイロン、
ポリプロピレン、ポリビニルアルコール、ポリアクリロ
ニトリル、ケブラー等の有機合成繊維、カーボン繊維等
の無機人造繊維及び金属繊維が使用できる。また、織布
以外では、多孔質シートや孔空き鋼板などを用いること
ができる。
The materials are polyester, nylon,
Organic synthetic fibers such as polypropylene, polyvinyl alcohol, polyacrylonitrile and Kevlar, inorganic artificial fibers such as carbon fibers and metal fibers can be used. In addition to the woven fabric, a porous sheet, a perforated steel plate or the like can be used.

【0020】上述のような濾水布または有孔シートを用
い、繊維補強無機質板のグリーンシートの表裏面の少な
くとも一面に付与する凹凸形状は、濾水布または有孔シ
ートの微細な開口部にて繊維補強無機質板の材料組織が
歩留まり、搾水された後に微細な略突起状を呈するもの
である。この突起群により、施工者が手で無機質板を持
ち上げる際の摩擦力が高まり、必要以上の圧力を要さ
ず、比較的楽に持ち運ぶことが可能となる。
Using the above-mentioned drainage cloth or perforated sheet, the uneven shape imparted to at least one of the front and back surfaces of the green sheet of the fiber reinforced inorganic plate has fine openings in the drainage cloth or perforated sheet. As a result, the material structure of the fiber-reinforced inorganic plate is retained, and after the water is squeezed, it has a fine, substantially protruding shape. This projection group increases the frictional force when the operator manually lifts up the inorganic plate, and it is possible to carry it relatively easily without requiring more pressure than necessary.

【0021】かくして、繊維補強無機質板の建築材料と
して必要な物性を保ちつつ、表裏面の少なくとも一面に
濾水布あるいは有孔シートを施し、微細で略均一の凹凸
形状を付与することができ、これにより無機質板を施工
する際のハンドリングにおける施工者の作業性が向上し
得るものである。
Thus, while maintaining the physical properties required as a building material for the fiber-reinforced inorganic board, a filtering cloth or a perforated sheet can be applied to at least one of the front and back surfaces to give a fine and substantially uniform uneven shape, This can improve the workability of the builder in handling the inorganic plate.

【0022】[0022]

【実施例】以下、実施例により、本発明を更に詳細に説
明する。 実施例1 表1に示す割合で普通ポルトランドセメント、補強繊維
(木質パルプ、ポリビニルアルコール繊維)、ケイ酸カ
ルシウム水和物及び無機質充填材(炭酸カルシウム、ウ
ォラストナイト)を水と混合し、原料スラリーとしたも
のを抄造機にて脱水原料フィルムとして抄き上げ厚さ1
6mmのグリーンシートを作製した。このグリーンシー
トの表裏面に所定の濾水用シート(濾水布、ワイヤーメ
ッシュ)を施して8N/mmの圧力で加圧脱水成形し
た後、蒸気養生及び自然養生にて硬化させることにより
1820mm×910mm×厚さ10mmの繊維補強無
機質板を得た。
The present invention will be described in more detail with reference to the following examples. Example 1 Ordinary Portland cement, reinforcing fibers (wood pulp, polyvinyl alcohol fibers), calcium silicate hydrate and inorganic fillers (calcium carbonate, wollastonite) were mixed with water in the proportions shown in Table 1 to prepare a raw material slurry. Made into a dehydrated raw material film using a papermaking machine
A 6 mm green sheet was prepared. 1820 mm by applying a predetermined drainage sheet (filtering cloth, wire mesh) to the front and back surfaces of this green sheet, pressurizing and dehydrating with a pressure of 8 N / mm 2 , and then curing by steam curing and natural curing. A fiber-reinforced inorganic plate having a size of 910 mm and a thickness of 10 mm was obtained.

【0023】得られた繊維補強無機質板について、その
材料物性及び表裏面に転写された凹凸形状の評価確認を
行なった。得られた結果を表1に併記する。なお、凸部
の平均高さ及び隣り合う凸部間の平均ピッチは、任意に
選択した部分10点を低倍率マイクロスコープにて実測
して平均を求めたものである。また、静摩擦係数は、上
記数1において、重り(W)の質量を25kgとして測
定した結果である。外観は、約60cm程度離れて見
た場合凹凸模様が目立たない、表面全体的に均一であ
り、ムラが無い、といった点について判定を行ない、
「良い(○)」、「悪い(×)」の2段階で評価したも
のである。ハンドリング性は、無機質板を手で持ち運ぶ
際、持ち易いものは「良い(○)」、滑り易く、より握
力を要する場合は「悪い(×)」の2段階で評価したも
のである。
The physical properties of the obtained fiber-reinforced inorganic plate and the uneven shape transferred to the front and back surfaces were evaluated and confirmed. The obtained results are also shown in Table 1. The average height of the convex portions and the average pitch between the adjacent convex portions are obtained by actually measuring 10 points of arbitrarily selected portions with a low magnification microscope. The coefficient of static friction is the result of measurement with the weight (W) mass of 25 kg in the above formula 1. The appearance is judged to be such that the concavo-convex pattern is not conspicuous when viewed at a distance of about 60 cm, the entire surface is uniform, and there is no unevenness.
It is evaluated in two grades, "good (○)" and "bad (x)". The handling property is evaluated on the basis of two grades, "good (○)" for easy carrying when carrying an inorganic plate by hand, and "poor (x)" for more slippery when more grip is required.

【0024】[0024]

【表1】 [Table 1]

【0025】なお、実施例に使用した濾水用シートの材
質、組織及び目開きは、下記の表2通りである:
The materials, textures and openings of the drainage sheets used in the examples are as shown in Table 2 below:

【0026】[0026]

【表2】 [Table 2]

【0027】なお、比較品1は、グリーンシートと型板
との間に濾水用シートを用いずに加圧脱水成形を行った
ものであり、これにより得られた繊維補強無機質板の表
面は微細な凹凸部はない面となったが、静摩擦係数が低
下し、ハンドリング性に欠け、また、全体的に見た場合
のムラ、皺、うねり等も一部発生しており、外観として
好ましくないものとなった。また、比較品2は、濾水用
シートとしてワイヤーメッシュを使用しているが、該ワ
イヤーメッシュの目開きが大きく、網目模様が目だって
外観が損なわれるばかりか、凸部が平坦且つ大きいため
静摩擦係数が低く、ハンドリング性に劣るものであっ
た。
The comparative product 1 was obtained by pressure dehydration molding without using a draining sheet between the green sheet and the template, and the surface of the fiber reinforced inorganic plate obtained by this was Although it became a surface without fine irregularities, the coefficient of static friction was reduced, it lacked in handleability, and unevenness, wrinkles, undulations, etc., when viewed as a whole, also occurred partially, which is not desirable as an appearance. It became a thing. Further, Comparative product 2 uses a wire mesh as a sheet for drainage, but the mesh of the wire mesh is large, the mesh pattern is notable and the appearance is impaired, and the convex portion is flat and large so that static friction The coefficient was low and the handling property was poor.

【0028】実施例2 原料として表3に示す消石灰、粉末珪石、補強繊維(木
質パルプ、ポリビニルアルコール繊維)、ケイ酸カルシ
ウム水和物及び無機質充填材(炭酸カルシウム、ウォラ
ストナイト)を使用した以外は、上記実施例1と同様に
して繊維補強無機質板を得た。得られた繊維補強無機質
板の諸特性について表3に併記する。
Example 2 Other than using slaked lime, powdered silica stone, reinforcing fiber (wood pulp, polyvinyl alcohol fiber), calcium silicate hydrate and inorganic filler (calcium carbonate, wollastonite) shown in Table 3 as raw materials In the same manner as in Example 1 above, a fiber-reinforced inorganic plate was obtained. Table 3 also shows various properties of the obtained fiber-reinforced inorganic plate.

【0029】[0029]

【表3】 [Table 3]

【0030】実施例3 原料として表4に示す無水石灰、粉末珪石、補強繊維
(木質パルプ、ポリビニルアルコール繊維)を使用した
以外は、上記実施例1と同様にして繊維補強無機質板を
得た。得られた繊維補強無機質板の諸特性について表4
に併記する。
Example 3 A fiber-reinforced inorganic plate was obtained in the same manner as in Example 1 except that anhydrous lime, powdered silica stone, and reinforcing fibers (wood pulp, polyvinyl alcohol fiber) shown in Table 4 were used as raw materials. Various properties of the obtained fiber-reinforced inorganic plate Table 4
Also described in.

【0031】[0031]

【表4】 [Table 4]

【0032】[0032]

【発明の効果】本発明によれば、繊維補強無機質板自体
の美観あるいは強度を損ねることなく、施工時のハンド
リング性を向上させた繊維補強無機質板を提供すること
ができるという効果を奏する。
EFFECTS OF THE INVENTION According to the present invention, it is possible to provide a fiber-reinforced inorganic plate having improved handling properties during construction without impairing the appearance or strength of the fiber-reinforced inorganic plate itself.

フロントページの続き (72)発明者 原沢 武治 東京都江戸川区江戸川4丁目23番22号 (72)発明者 岩永 朋来 茨城県石岡市東光台4丁目13番2号 Fターム(参考) 2E162 CA06 CA16 CA21 FA01 FA04 FA20 FB07 FC01 FD06 Continued front page    (72) Inventor Takeharu Harasawa             4-23-22 Edogawa, Edogawa-ku, Tokyo (72) Inventor Tomoki Iwanaga             4-13-2 Tokodai, Ishioka City, Ibaraki Prefecture F-term (reference) 2E162 CA06 CA16 CA21 FA01 FA04                       FA20 FB07 FC01 FD06

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 繊維補強無機質板において、表裏面の少
なくとも一面に凹部と凸部の高低差が0.1〜2mmで
あり、且つ隣り合う凸部間ピッチが0.1〜3mmの範
囲内にある凹凸部を有し、該凹凸部全体に対する凸部の
面積比が20〜70%であり、且つ静摩擦係数が0.8
以上であることを特徴とする繊維補強無機質板。
1. In the fiber-reinforced inorganic plate, the height difference between recesses and protrusions on at least one of the front and back surfaces is 0.1 to 2 mm, and the pitch between adjacent protrusions is in the range of 0.1 to 3 mm. It has a certain uneven portion, the area ratio of the convex portion to the entire uneven portion is 20 to 70%, and the coefficient of static friction is 0.8.
The fiber-reinforced inorganic board characterized by the above.
【請求項2】 繊維補強無機質板は、繊維補強セメント
板、繊維補強ケイ酸カルシウム板または繊維補強石膏板
である、請求項1記載の繊維補強無機質板。
2. The fiber-reinforced inorganic board as claimed in claim 1, wherein the fiber-reinforced inorganic board is a fiber-reinforced cement board, a fiber-reinforced calcium silicate board or a fiber-reinforced gypsum board.
JP2002018292A 2002-01-28 2002-01-28 Fiber-reinforced inorganic plate Pending JP2003213839A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002018292A JP2003213839A (en) 2002-01-28 2002-01-28 Fiber-reinforced inorganic plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002018292A JP2003213839A (en) 2002-01-28 2002-01-28 Fiber-reinforced inorganic plate

Publications (1)

Publication Number Publication Date
JP2003213839A true JP2003213839A (en) 2003-07-30

Family

ID=27653704

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002018292A Pending JP2003213839A (en) 2002-01-28 2002-01-28 Fiber-reinforced inorganic plate

Country Status (1)

Country Link
JP (1) JP2003213839A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017047351A (en) * 2015-08-31 2017-03-09 ニチハ株式会社 Production method of building material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017047351A (en) * 2015-08-31 2017-03-09 ニチハ株式会社 Production method of building material
US10835921B2 (en) 2015-08-31 2020-11-17 Nichiha Corporation Method for producing building material

Similar Documents

Publication Publication Date Title
TWI247731B (en) Gypsum compositions and related methods
US8628713B1 (en) Inorganic board and method for manufacturing inorganic board
JP2008100877A (en) Inorganic board and its manufacturing method
GB2027085A (en) Fibre-reinforced building element
TWI387530B (en) Method and apparatus for scrim embedment into wet processed panels
US7993563B2 (en) Production method of wood cement board
RU2476650C2 (en) Wood cement slab and method of its production (versions)
CN101550743B (en) Wood cement board
JP2003213839A (en) Fiber-reinforced inorganic plate
JP2003136514A (en) Mineral plate and its manufacturing method
JP4213405B2 (en) Fiber-containing gypsum board and manufacturing method thereof
JP4008169B2 (en) Manufacturing method of inorganic board
JP2520913B2 (en) Calcium silicate compact and method for producing the same
JPS61261247A (en) Manufacture of cementitious board
JP2005131935A (en) Manufacturing method of colored building panel
JP5714923B2 (en) INORGANIC PLATE AND METHOD FOR PRODUCING INORGANIC PLATE
JP2003320511A (en) Inorganic molded product with pattern and its manufacturing method
WO2000006849A1 (en) Building board and its production
JP3204954B2 (en) Wet manufacturing method of inorganic plate
JP2009018985A (en) Inorganic compact having smooth surface and its manufacturing method
JPS6037762B2 (en) Manufacturing method of inorganic board
JPH11180749A (en) Production of inorganic cement plate
US20120231282A1 (en) Inorganic board and inorganic board production method
JP2004123399A (en) Inorganic panel and its manufacturing process
JP2002321212A (en) Method of fabricating inorganic board

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040401

A977 Report on retrieval

Effective date: 20051129

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Effective date: 20051213

Free format text: JAPANESE INTERMEDIATE CODE: A131

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060117

A02 Decision of refusal

Effective date: 20060411

Free format text: JAPANESE INTERMEDIATE CODE: A02