JP2000044302A - High density ligneous cement plate, high density multilayer cement plate, and their production - Google Patents

High density ligneous cement plate, high density multilayer cement plate, and their production

Info

Publication number
JP2000044302A
JP2000044302A JP21558198A JP21558198A JP2000044302A JP 2000044302 A JP2000044302 A JP 2000044302A JP 21558198 A JP21558198 A JP 21558198A JP 21558198 A JP21558198 A JP 21558198A JP 2000044302 A JP2000044302 A JP 2000044302A
Authority
JP
Japan
Prior art keywords
cement
wood
mat
raw material
material mixture
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.)
Granted
Application number
JP21558198A
Other languages
Japanese (ja)
Other versions
JP4043107B2 (en
Inventor
Tadashi Sugita
忠史 杉田
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.)
Nichiha Corp
Original Assignee
Nichiha 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 Nichiha Corp filed Critical Nichiha Corp
Priority to JP21558198A priority Critical patent/JP4043107B2/en
Publication of JP2000044302A publication Critical patent/JP2000044302A/en
Application granted granted Critical
Publication of JP4043107B2 publication Critical patent/JP4043107B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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
    • 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
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00482Coating or impregnation materials
    • C04B2111/00577Coating or impregnation materials applied by spraying
    • 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
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00612Uses not provided for elsewhere in C04B2111/00 as one or more layers of a layered structure
    • 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 produce cement plate excellent in flexural strength and impact resistance at high productivity by curing a mixture including minute ligneous fibers, wood chips and cement and adjusting the specific gravity. SOLUTION: This cement plate consists of a cured product obtained by curing a mixture containing (A) (pref. <=10 wt.%) minute ligneous fibers (pref. pulp powder having <=5 mm major axis, <=0.5 mm minor axis and <=0.1 mm thickness), (B) (pref. <=10 wt.%) wood chips (pref. having 1.0-35 mm major axis, 0.5-8.0 mm minor axis and 0.05-2.0 mm thickness) and (C) cement, and by making the specific gravity of the whole of the cured product become >=1.4 g/cm3. The cement plate is produced by spreading a raw material mixture containing minute ligneous fibers, wood chips and cement onto a base plate to form a mat and by curing the mat in a pressed state in the presence of moist. A multilayered ligneous cement plate is produced by forming an outer layer consisting of a cured product of a mixture containing minute ligneous fibers and cement on the surface (or underside) of the above cement plate as a base layer.

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】本発明は例えば屋根材として
使用される高比重木質セメント板および複層高比重木質
セメント板ならびにその製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a high specific gravity wood cement board and a multi-layer high specific gravity wood cement board used as a roofing material, for example, and a method for producing the same.

【0002】[0002]

【従来の技術】従来、環境汚染の原因となる石綿に代え
て、パルプ繊維を補強材として使用した繊維補強セメン
ト板が提供されている(特開平4−367555号)。
上記繊維補強セメント板を製造するには、セメントとパ
ルプ繊維とを含有する原料混合物を成形ベルト上に層状
に供給し、加水の上プレスして板状に成形し、該成形物
を所定形状に切出して養生硬化させる乾式法が適用され
ている。
2. Description of the Related Art Conventionally, there has been provided a fiber reinforced cement board using pulp fiber as a reinforcing material instead of asbestos which causes environmental pollution (Japanese Patent Application Laid-Open No. Hei 4-369555).
In order to manufacture the fiber-reinforced cement board, a raw material mixture containing cement and pulp fiber is supplied in a layered form on a forming belt, pressed over water and formed into a plate shape, and the formed article is formed into a predetermined shape. A dry method of cutting out and curing and curing is applied.

【0003】[0003]

【発明が解決しようとする課題】上記従来技術において
は、パルプ繊維を使用するために原料混合物が低密度に
なる。したがって高比重の製品を得るためには成形ベル
ト上に層状に供給される原料混合物の量を増やす必要が
あり、原料混合物層が厚く嵩高くなる。このために原料
混合物層が崩れ易くなり、またプレスの際の圧縮比が大
きくなり、プレス装置の上下ストロークが大きくなって
生産性が悪くなると言う問題点があった。またパルプ繊
維を使用すると原料混合物の集塊が生じ易く、製品にむ
らを生じてクラックが生じるおそれがある。
In the above prior art, the use of pulp fibers results in a low-density raw material mixture. Therefore, in order to obtain a product having a high specific gravity, it is necessary to increase the amount of the raw material mixture supplied in layers on the forming belt, and the raw material mixture layer becomes thick and bulky. For this reason, there was a problem that the raw material mixture layer easily collapsed, the compression ratio at the time of pressing was increased, and the vertical stroke of the pressing device was increased, thereby lowering productivity. When pulp fibers are used, agglomeration of the raw material mixture is liable to occur, which may cause unevenness in the product and cracks.

【0004】[0004]

【課題を解決するための手段】本発明は上記従来の課題
を解決するための手段として、微細木質繊維と木片とセ
メントとを含有する混合物の硬化物からなり、全体の比
重が1.4g/cm3 以上である高比重木質セメント板を
提供するものであり、該微細木質繊維は長径5mm以下、
短径0.5mm以下、厚み0.1mm以下の粉体パルプであ
り、該木片は長径1.0〜35mm、短径0.5〜8.0
mm、厚み0.05〜2.0mmの寸法を有することが望ま
しい。更に本発明では上記高比重木質セメント板を基層
とし、該基層の表面および/または裏面に、微細木質繊
維とセメントとを含有する混合物の硬化物からなる表層
を設けた複層高比重木質セメント板が提供される。
Means for Solving the Problems As a means for solving the above-mentioned conventional problems, the present invention comprises a cured product of a mixture containing fine wood fibers, wood chips and cement, and has a specific gravity of 1.4 g / g as a whole. there is provided a high-density wood cement board which is cm 3 or more, the fine Hosoki quality fiber diameter 5mm or less,
It is a powder pulp having a minor axis of 0.5 mm or less and a thickness of 0.1 mm or less, and the wood piece has a major axis of 1.0 to 35 mm and a minor axis of 0.5 to 8.0.
mm and a thickness of 0.05 to 2.0 mm. Further, in the present invention, a multi-layer high-density wood cement board comprising the above-described high-density wood cement board as a base layer, and a surface layer made of a cured product of a mixture containing fine wood fibers and cement provided on the front and / or back surface of the base layer Is provided.

【0005】[0005]

【発明の実施の形態】以下に本発明について詳細に説明
する。 〔微細木質繊維〕本発明に用いられる微細木質繊維と
は、主として針葉樹から得られ通常長径5mm以下、短径
0.5mm以下、厚み0.1mm以下の大きさのものが用い
られる。該微細木質繊維の長径が5mmを越えた場合およ
び/または短径が0.5mmを越えた場合および/または
厚みが0.1mmを越えた場合は表層の緻密性が低下し、
吸水性、吸湿性が大きくなって耐凍結融解性能が低下す
るおそれがある。また上記微細木質繊維の長径が5mmを
越えた場合には、繊維が糸まり状になったり繊維相互が
絡み易くなり、原料混合物を攪拌して均一に混合するこ
とが困難になり、原料混合物中に集塊が生じ易くなり、
かつ後記する乾式法による製造の際に、基板上に原料混
合物を散布してマットをフォーミングする場合にほぐれ
にくゝ、散布に支障をきたし均一なマットをフォーミン
グすることが出来なくなるおそれがある。望ましい微細
木質繊維としては、シート状のパルプ集塊をターボミル
等で粉砕したいわゆる粉体パルプが望ましい。該粉体パ
ルプを使用すると、原料混合物を均一に混合することが
容易になり、したがって原料混合物中に集塊が生ぜず、
また非常に散布し易くなる。更に針葉樹の晒しクラフト
パルプ(NBKP)のような粉体パルプにおいては木材
に含まれる糖質等のセメント硬化阻害物質の大部分が除
去されているので、粉体パルプを使用すればセメント硬
化阻害が起きにくい。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail. [Fine Wood Fiber] The fine wood fiber used in the present invention is mainly obtained from conifers and usually has a major axis of 5 mm or less, a minor axis of 0.5 mm or less, and a thickness of 0.1 mm or less. When the major axis of the fine wood fiber exceeds 5 mm and / or when the minor axis exceeds 0.5 mm and / or when the thickness exceeds 0.1 mm, the denseness of the surface layer decreases,
There is a possibility that the water-absorbing property and the moisture-absorbing property are increased and the freeze-thaw resistance is reduced. Further, when the major diameter of the fine wood fiber exceeds 5 mm, the fiber becomes thread-like or the fibers are easily entangled with each other, and it becomes difficult to stir and uniformly mix the raw material mixture. Agglomeration is likely to occur in
Further, in the production by a dry method to be described later, when the raw material mixture is sprayed on the substrate to form the mat, the mat is not easily loosened, which may hinder the spraying and may make it impossible to form a uniform mat. As a desirable fine wood fiber, a so-called powder pulp obtained by pulverizing a sheet-like pulp agglomerate by a turbo mill or the like is desirable. The use of the powder pulp facilitates uniform mixing of the raw material mixture, so that no agglomeration occurs in the raw material mixture,
It is also very easy to spray. Furthermore, in powder pulp such as bleached kraft pulp of conifers (NBKP), most of the cement hardening inhibitors such as carbohydrates contained in wood are removed. Hard to get up.

【0006】〔木片〕本発明に用いられる木片とは、主
として針葉樹から得られ通常長径1.0〜35mm、望ま
しくは5〜20mm、短径0.5〜8.0mm、望ましくは
0.5〜5mm、厚み0.05〜2.0mm望ましくは0.
1〜0.5mm程度の大きさのものが用いられる。該木片
の長径が1.0mm未満の場合、短径が0.5mm未満の場
合、あるいは厚みが0.05mm未満の場合には、セメン
トマトリックスのつなぎ作用が顕著でなくなり補強効果
が低下し、また木片の長径が35mmを越える場合、短径
が8mmを越える場合、あるいは厚みが2mmを越える場合
には、原料混合物マットが嵩高くなり過ぎて比重が1.
4g/cm3 以上の高密度の製品が得られにくい。
[Wood chips] Wood chips used in the present invention are mainly obtained from conifers and usually have a major axis of 1.0 to 35 mm, preferably 5 to 20 mm, a minor axis of 0.5 to 8.0 mm, and preferably 0.5 to 8.0 mm. 5 mm, thickness 0.05 to 2.0 mm, preferably 0.
Those having a size of about 1 to 0.5 mm are used. If the major axis of the wood piece is less than 1.0 mm, if the minor axis is less than 0.5 mm, or if the thickness is less than 0.05 mm, the cement matrix connecting effect is not remarkable and the reinforcing effect is reduced, and If the major axis of the wood piece exceeds 35 mm, the minor axis exceeds 8 mm, or the thickness exceeds 2 mm, the raw material mixture mat becomes too bulky and the specific gravity is 1.
It is difficult to obtain a high-density product of 4 g / cm 3 or more.

【0007】〔セメント〕本発明に用いられるセメント
としては、ポルトランドセメント、高炉セメント、シリ
カセメント、フライアッシュセメント、アルミナセメン
ト等のセメント類等がある。
[Cement] Examples of the cement used in the present invention include portland cement, blast furnace cement, silica cement, fly ash cement, alumina cement and other cements.

【0008】〔ケイ酸含有物質〕本発明においては、上
記セメントと共にケイ酸含有物質を併用することが望ま
しい。上記ケイ酸含有物質としては、例えば砂、砂利、
砕石、ケイ砂、ケイ石の粉末、シリカヒューム、高炉ス
ラグ、フライアッシュ、シラスバルーン、パーライト等
のケイ酸含有物質等が例示される。
[Silicate-Containing Substance] In the present invention, it is desirable to use a silicic acid-containing substance in combination with the above cement. As the silicic acid-containing substance, for example, sand, gravel,
Examples thereof include crushed stone, silica sand, silica stone powder, silica fume, blast furnace slag, fly ash, shirasu balloon, silicate-containing substances such as pearlite, and the like.

【0009】〔その他の原料〕上記原料以外、本発明に
おいては、二水石膏、半水石膏、無水石膏、消石灰、生
石灰等の活性石灰含有物質、例えばワラストナイト、セ
ピオライト、ガラス繊維、ロックウール等の無機繊維、
例えばポリエチレン繊維、ポリプロピレン繊維、ポリエ
ステル繊維、ポリアミド繊維等の有機繊維、水ガラス、
硫酸マグネシウム、硫酸アルミニウム、炭酸ナトリウム
等の単独または二種以上の混合物からなる硬化促進剤、
あるいは極く少量の添加によってセメント硬化促進作用
を示すアルミナセメントのような添加剤、ポリビニルア
ルコール、カルボキシメチルセルロース等の水性糊料、
スチレン−ブタジエンラテックス、アクリル樹脂エマル
ジョン等の合成樹脂エマルジョンの強化剤、ワックス、
パラフィン、シリコン、高級脂肪酸の金属塩等の撥水剤
等が混合されてもよい。
[Other raw materials] In addition to the above raw materials, in the present invention, active lime-containing substances such as gypsum dihydrate, hemihydrate gypsum, anhydrous gypsum, slaked lime, quick lime, etc., for example, wollastonite, sepiolite, glass fiber, rock wool Such as inorganic fibers,
For example, polyethylene fiber, polypropylene fiber, polyester fiber, organic fiber such as polyamide fiber, water glass,
A curing accelerator consisting of one or a mixture of two or more of magnesium sulfate, aluminum sulfate, sodium carbonate, etc.
Alternatively, an additive such as alumina cement showing a cement hardening accelerating action by addition of a very small amount, polyvinyl alcohol, an aqueous paste such as carboxymethyl cellulose,
Styrene-butadiene latex, synthetic resin emulsion reinforcing agents such as acrylic resin emulsion, wax,
Water repellents such as paraffin, silicon, and metal salts of higher fatty acids may be mixed.

【0010】〔原料混合物の調製〕本発明において、木
質補強材としての微細木質繊維と木片との混合比は、通
常90:10〜10:90重量比、更に望ましくは6
0:40〜40:60重量比とする。木片が上記混合比
率を下回ると原料混合物のマットが嵩高くなり崩れ易
く、また木片が上記混合比率を上回ると、高密度製品を
得ることが困難になり、経年劣化によって製品表面に存
在する木片に剥離現象が起り易くなり、また表面が粗に
なって吸水あるいは吸湿し易く、耐凍結融解性が悪くな
るおそれがある。更に木片から溶出するセメント硬化阻
害物質の量が増加して、セメント硬化阻害が惹起される
おそれもある。
[Preparation of Raw Material Mixture] In the present invention, the mixing ratio of fine wood fiber as a wood reinforcing material and wood chips is usually 90:10 to 10:90 by weight, more preferably 6 to 10:90.
The weight ratio is 0:40 to 40:60. If the wood chips are less than the above mixing ratio, the mat of the raw material mixture becomes bulky and easily collapses, and if the wood chips exceed the above mixing ratio, it becomes difficult to obtain a high-density product, and the wood chips existing on the product surface due to aging deteriorate. The peeling phenomenon is likely to occur, and the surface is roughened to easily absorb water or moisture, and the freeze-thaw resistance may be deteriorated. Furthermore, the amount of the cement hardening inhibitor eluted from the wood chips may increase, which may cause cement hardening inhibition.

【0011】上記微細木質繊維と木片との混合木質補強
材は、原料混合物中に2〜10重量%、望ましくは3〜
8重量%、更に望ましくは4〜6重量%程度添加され
る。該混合木質補強材の添加量が2重量%未満であると
補強効果が充分でなく、また10重量%を越えると高密
度の製品を得ることが困難になり、耐水耐湿性、寸法安
定性、耐凍結融解性、更には不燃性等に悪影響が出て来
るし、該混合木質補強材中の木片から溶出するセメント
硬化阻害物質によってセメントの硬化が阻害されるおそ
れもある。
The wood reinforcing material mixed with the fine wood fibers and the wood chips is contained in the raw material mixture in an amount of 2 to 10% by weight, preferably 3 to 10% by weight.
8% by weight, more preferably about 4 to 6% by weight. If the added amount of the mixed wood reinforcing material is less than 2% by weight, the reinforcing effect is not sufficient, and if it exceeds 10% by weight, it becomes difficult to obtain a high-density product, and water and moisture resistance, dimensional stability, The freeze-thaw resistance, the incombustibility, and the like are adversely affected, and the setting of the cement may be inhibited by the cement setting inhibitor eluted from the wood chips in the mixed wood reinforcement.

【0012】セメントとケイ酸含有物質とを併用する場
合には、該セメントと該ケイ酸含有物質との混合比率は
オートクレーブ養生を行なう場合には通常40:60〜
60:40重量比、自然養生を行なう場合には通常7
0:30〜90:10重量比とされる。硬化促進剤、撥
水剤等のその他の原料は通常原料混合物中に数重量%程
度、あるいは1重量%以下の量で添加される。
When a cement and a silicic acid-containing substance are used in combination, the mixing ratio of the cement and the silicic acid-containing substance is usually from 40:60 to 50% when performing autoclave curing.
60:40 weight ratio, usually 7 for natural curing
The weight ratio is 0:30 to 90:10. Other raw materials such as a curing accelerator and a water repellent are usually added to the raw material mixture in an amount of about several percent by weight or 1 percent by weight or less.

【0013】通常は上記原料混合物に対して水15〜5
0重量部が添加され混合される。上記水は添加混合物を
攪拌しながら水をスプレーすることによって行なうこと
が望ましい。このような添加方法によれば、混合物中に
集塊が形成されにくい。
Usually, 15 to 5 water is added to the raw material mixture.
0 parts by weight are added and mixed. The above-mentioned water is desirably performed by spraying water while stirring the added mixture. According to such an addition method, lumps are not easily formed in the mixture.

【0014】〔表層用原料混合物の調製〕本発明におい
て、基層の上に更に表層を設ける場合には、微細木質繊
維は原料混合物中に通常1〜10重量%、望ましくは4
〜6重量%程度添加される。該微細木質繊維の添加量が
1重量%未満であると表面が脆くクラックが入り易いと
共に層厚が充分でなく、圧締圧縮比が大きくならないの
で、緻密かつ平滑な表面が得られにくゝなる。また10
重量%を越えると耐水耐湿性、寸法安定性、不燃性等に
悪影響が出て来る。上記微細木質繊維−セメント混合物
には基層用原料混合物と同様に水、所望なればその他の
原料が混合され、表層用原料混合物が調製される。
[Preparation of Raw Material Mixture for Surface Layer] In the present invention, when a surface layer is further provided on the base layer, fine wood fibers are usually contained in the raw material mixture in an amount of 1 to 10% by weight, preferably 4% by weight.
About 6% by weight is added. If the amount of the fine wood fiber is less than 1% by weight, the surface is brittle and cracks are easily formed, the layer thickness is not sufficient, and the compression ratio is not increased, so that it is difficult to obtain a dense and smooth surface. Become. Also 10
If the content is more than 10% by weight, water and moisture resistance, dimensional stability, nonflammability and the like are adversely affected. The fine wood fiber-cement mixture is mixed with water and, if desired, other raw materials in the same manner as the base layer raw material mixture to prepare a surface layer raw material mixture.

【0015】〔木質セメント板の製造〕本発明の木質セ
メント板を製造するには乾式法が適用される。乾式法に
おいては先ず、表層と基層とからなる複層にする場合に
は、表層用原料混合物を搬送板、あるいは型板等の基板
上に散布して表層マットをフォーミングし、更にその上
から基層用原料混合物を散布して基層マットをフォーミ
ングする。上記マットのフォーミング工程において、表
層用原料混合物の散布量と基層用原料混合物の散布量と
の割合は通常1:1〜1:6重量比、望ましくは1:1
〜1:2.5重量比に設定される。
[Manufacture of Wood Cement Board] In order to manufacture the wood cement board of the present invention, a dry method is applied. In the dry method, first, when forming a multi-layer consisting of a surface layer and a base layer, the raw material mixture for the surface layer is sprayed on a carrier plate or a substrate such as a template to form a surface mat, and the base layer is further formed thereon. The base material mat is formed by spraying the raw material mixture. In the mat forming step, the ratio of the amount of the surface material mixture to the amount of the base material mixture to be sprayed is usually 1: 1 to 1: 6 by weight, preferably 1: 1.
1 : 1: 2.5 weight ratio is set.

【0016】上記基層マット上には更に表層用原料混合
物を散布して表層マットをフォーミングしてもよい。こ
の場合の散布量は最下層の表層マットの場合と同様であ
る。この場合には基層マットの下側(最下層)の表層マ
ットが表側、基層マットの上側の表層マットが裏側とな
る。そして該基板の表面にはエンボス模様を付しておい
てもよい。
The raw material mixture for a surface layer may be further sprayed on the base layer mat to form the surface layer mat. The amount of application in this case is the same as in the case of the lowermost surface mat. In this case, the surface mat below (the lowermost layer of) the base mat is the front side, and the surface mat above the base mat is the back side. An embossed pattern may be provided on the surface of the substrate.

【0017】また基層のみの単層にする場合には上記基
層用原料混合物を直接基板に散布してマットをフォーミ
ングする。
When a single layer consisting of only the base layer is formed, the above-mentioned raw material mixture for the base layer is directly sprayed on a substrate to form a mat.

【0018】上記単層マットまたは複層(二層または三
層)マットは通常25〜200kg/cm2 程度の高圧で圧
締し、常温で24時間以下の予備硬化、もしくは50〜
80℃、5〜10時間加熱して予備硬化される。圧締養
生後は該予備硬化物をオートクレーブ養生、高温養生、
あるいは自然養生により硬化させ、更に加熱乾燥あるい
は自然乾燥により乾燥させる。その後所望なれば得られ
た木質セメント板に塗装、撥水処理等を施こしてもよ
い。このようにして得られた本発明の木質セメント板は
通常密度が1.4g/cm3以上、望ましくは1.6g/c
m3 以上、更に望ましくは1.8〜2.0g/cm3の高密
度を有し、表層あるいは表層と基層とは緻密であり、高
強度かつ耐久性、耐水耐湿性および寸法安定性を有す
る。上記密度が1.4g/cm3 以下であると製品の吸水
吸湿性が大きくなり、寸法安定性や耐凍結融解性能、ひ
いては耐候性や耐久性が悪くなる。
The single-layer mat or the multi-layer (two-layer or three-layer) mat is usually pressed at a high pressure of about 25 to 200 kg / cm 2 and pre-cured at room temperature for 24 hours or less.
Pre-cured by heating at 80 ° C for 5 to 10 hours. After compression curing, the pre-cured product is autoclaved, cured at high temperature,
Alternatively, it is cured by natural curing, and further dried by heating or natural drying. Thereafter, if desired, the obtained wood cement board may be subjected to painting, water repellent treatment and the like. The wood cement board of the present invention thus obtained usually has a density of 1.4 g / cm 3 or more, preferably 1.6 g / cm 3.
m 3 or more, more preferably 1.8 to 2.0 g / cm 3 , the surface layer or the surface layer and the base layer are dense, and have high strength and durability, water and moisture resistance and dimensional stability. . If the density is 1.4 g / cm 3 or less, the product will have an increased water-absorbing / absorbing property, resulting in poor dimensional stability, freeze-thaw resistance, and eventually poor weatherability and durability.

【0019】[0019]

【作用・効果】本発明では、木質セメント板の木質補強
材として、微細木質繊維に木片を添加するから、原料混
合物中に集塊が形成されにくゝなり、また原料混合物の
密度が高くなって、フォーミングされるマットが嵩高く
ならず、マットの型崩れが阻止され、また高比重製品を
得るためのプレスによる圧縮比も大きくならず、生産性
が向上する。そして該木片は製品の靱性を向上させて脆
さを改善し、曲げ強度や耐衝撃性に優れた製品を与え
る。また表層と基層の複層構造にする場合には、表面が
更に緻密な製品が得られ、表層と基層との原料構成が近
似しているために、層間密着性が向上し両層が一体化す
る。そのために板の変化に対して両層が一体的に追従
し、寸法安定性が向上する。
According to the present invention, wood chips are added to fine wood fiber as a wood reinforcing material of wood cement board, so that agglomeration is hardly formed in the raw material mixture and the density of the raw material mixture is increased. Therefore, the mat to be formed does not become bulky, the shape of the mat is prevented from being deformed, and the compression ratio by a press for obtaining a high specific gravity product does not increase, thereby improving the productivity. The wood piece improves the toughness of the product, improves the brittleness, and gives the product excellent in bending strength and impact resistance. In the case of a multilayer structure of the surface layer and the base layer, a product with a more dense surface can be obtained, and since the raw material composition of the surface layer and the base layer is similar, the interlayer adhesion is improved and the two layers are integrated. I do. Therefore, both layers follow the change of the plate integrally, and the dimensional stability is improved.

【0020】〔実施例1〜4、比較例1,2〕(単層セ
メント板) 表1に示す組成の原料混合物を基板上に17kg/m2
割合で散布してマットをフォーミングした。
[Examples 1 to 4, Comparative Examples 1 and 2] (Single-layer cement plate) A raw material mixture having the composition shown in Table 1 was sprayed on a substrate at a rate of 17 kg / m 2 to form a mat.

【0021】[0021]

【表1】 [Table 1]

【0022】上記各マットを50kg/cm2 の圧力で圧締
して50℃に加熱して8時間放置することによって予備
硬化せしめ、その後脱型して4日間常温状態に放置して
養生を行なった。この自然養生によって略完全に硬化せ
しめたものを試料とする。該試料の物性測定結果を表2
に示す。
Each of the above mats is pressed at a pressure of 50 kg / cm 2 , heated to 50 ° C. and left for 8 hours to be pre-cured, then removed from the mold and left at room temperature for 4 days for curing. Was. A sample almost completely cured by the natural curing is used as a sample. Table 2 shows the measurement results of the physical properties of the sample.
Shown in

【0023】[0023]

【表2】 [Table 2]

【0024】表2によれば実施例1〜4の試料は何れも
マットが嵩高くならず、型崩れもみられず、高比重高強
度かつ耐水耐湿性、寸法安定性、耐凍結融解性に優れた
ものが得られるが、木片を添加しない比較例1ではマッ
ト厚が増大して嵩高となり、マットの両端部に型崩れが
みられ、またヤング率が高く脆くなっていることが認め
られ、更に木片のみを木質補強材として使用した比較例
2の場合には、試料の表面に木片の剥離現象がみられ
る。
According to Table 2, all of the samples of Examples 1 to 4 did not have a bulky mat, did not lose their shape, and had high specific gravity and high strength, and were excellent in water and moisture resistance, dimensional stability and freeze-thaw resistance. However, in Comparative Example 1 in which no wood chips were added, the mat thickness was increased and the mat became bulky, the shape of the mat was lost at both ends, and the Young's modulus was high and the brittleness was observed. In the case of Comparative Example 2 in which only a piece of wood was used as a wood reinforcing material, a peeling phenomenon of the piece of wood was observed on the surface of the sample.

【0025】〔実施例5〜9〕(複層セメント板) 表3に示す組成の表層原料混合物を基板上に5.4kg/
2 の割合で散布して表層マット(表面)をフォーミン
グし、該表層マット上に更に表3に示す組成の基層原料
混合物を17kg/m2 の割合で散布して基層マットをフ
ォーミングし、更に該基層マット上に同じ表層原料混合
物を同じ量散布して表層マット(裏面)をフォーミング
した。
[Examples 5 to 9] (Multilayer cement plate) A surface material mixture having the composition shown in Table 3 was placed on a substrate at 5.4 kg / kg.
m 2 to form a surface mat (surface), and further form a base material mixture having a composition shown in Table 3 at a rate of 17 kg / m 2 on the surface mat to form the base mat. The same surface layer raw material mixture was sprayed in the same amount on the base layer mat to form the surface layer mat (back surface).

【0026】[0026]

【表3】 [Table 3]

【0027】各三層マットを50kg/cm2 の圧力で圧締
して50℃に加熱して8時間放置することによって予備
硬化せしめ、その後脱型し1週間常温状態に放置して養
生を行なった。この自然養生によって完全硬化せしめた
ものを試料とする。該試料の物性測定結果を表4に示
す。
Each of the three-layer mats is pressed at a pressure of 50 kg / cm 2 , heated to 50 ° C. and left for 8 hours to be pre-cured, then removed from the mold and left at room temperature for one week for curing. Was. A sample completely cured by this natural curing is used as a sample. Table 4 shows the measurement results of the physical properties of the sample.

【0028】[0028]

【表4】 [Table 4]

【0029】表4によれば実施例5〜9の試料は何れも
高密度高強度でありかつ良好な靱性(低ヤング率)と寸
法安定性を示す。
According to Table 4, the samples of Examples 5 to 9 all have high density and high strength, and show good toughness (low Young's modulus) and dimensional stability.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04C 2/26 E04C 2/26 P S Fターム(参考) 2B260 AA12 BA01 BA02 BA13 BA19 CA02 CB01 CD05 CD22 EA01 EA05 EB02 EB06 EB21 EB42 2E162 CA06 FA01 FA02 FA03 FA05 FA09 FA12 FA14 FC01 FC03 FD06 4G012 PA15 PA34 PE03 PE05 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI theme coat ゛ (Reference) E04C 2/26 E04C 2/26 PSF term (Reference) 2B260 AA12 BA01 BA02 BA13 BA19 CA02 CB01 CD05 CD22 EA01 EA05 EB02 EB06 EB21 EB42 2E162 CA06 FA01 FA02 FA03 FA05 FA09 FA12 FA14 FC01 FC03 FD06 4G012 PA15 PA34 PE03 PE05

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】微細木質繊維と木片とセメントとを含有す
る混合物の硬化物からなり、全体の比重が1.4g/cm
3 以上であることを特徴とする高比重木質セメント板
1. A cured product of a mixture containing fine wood fibers, wood chips and cement, having a total specific gravity of 1.4 g / cm.
High specific gravity wood cement board characterized by being 3 or more
【請求項2】該微細木質繊維は長径5mm以下、短径0.
5mm以下、厚み0.1mm以下の粉体パルプであり、該木
片は長径1.0〜35mm、短径0.5〜8.0mm、厚み
0.05〜2.0mmの寸法を有する請求項1に記載の高
比重木質セメント板
2. The fine wood fiber has a major axis of 5 mm or less and a minor axis of 0.1 mm.
2. A powder pulp having a length of 1.0 to 35 mm, a short diameter of 0.5 to 8.0 mm, and a thickness of 0.05 to 2.0 mm. High specific gravity wood cement board described in
【請求項3】該木片および微細木質繊維は該混合物中に
10重量%以下の量で含まれる請求項1または2に記載
の高比重木質セメント板
3. The high-density wood cement board according to claim 1, wherein the wood chips and the fine wood fibers are contained in the mixture in an amount of 10% by weight or less.
【請求項4】請求項1または2の高比重木質セメント板
を基層とし、該基層の表面および/または裏面に、微細
木質繊維とセメントとを含有する混合物の硬化物からな
る表層を設けたことを特徴とする複層高比重木質セメン
ト板
4. A high-density wood cement board according to claim 1 or 2 as a base layer, and a surface layer made of a cured product of a mixture containing fine wood fibers and cement is provided on the surface and / or back surface of the base layer. Multi-layer high specific gravity wood cement board characterized by
【請求項5】微細木質繊維と木片とセメントとを含有す
る原料混合物を基板上に散布してマットとし、該マット
を水分存在下に圧締養生硬化せしめることを特徴とする
請求項1または2に記載の高比重木質セメント板
5. The method according to claim 1, wherein a raw material mixture containing fine wood fibers, wood chips and cement is sprayed on a substrate to form a mat, and the mat is cured by pressing in the presence of moisture. High specific gravity wood cement board described in
【請求項6】微細木質繊維とセメントとを含有する原料
混合物を基板上に散布して表層マットとし、該表層マッ
ト上に微細木質繊維と木片とセメントとを含有する原料
混合物を散布して基層マットとし、該複層マットを水分
存在下に圧締養生硬化せしめることを特徴とする請求項
4に記載の複層高比重木質セメント板の製造方法
6. A raw material mixture containing fine wood fibers and cement is sprayed on a substrate to form a surface mat, and a raw material mixture containing fine wood fibers, wood chips and cement is sprayed on the surface mat. The method for producing a multi-layered high-density wood cement board according to claim 4, wherein the multi-layered mat is cured by pressing in the presence of moisture.
【請求項7】該基層マット上には更に微細木質繊維とセ
メントとを含有する原料混合物を散布して表層マットと
する請求項6に記載の複層高比重木質セメント板の製造
方法
7. A method for producing a multi-layer high specific gravity wood cement board according to claim 6, wherein a raw material mixture containing fine wood fibers and cement is further sprayed on said base mat to form a surface mat.
JP21558198A 1998-07-30 1998-07-30 High specific gravity wood cement board, multi-layer high specific gravity wood cement board and manufacturing method thereof Expired - Fee Related JP4043107B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003020742A (en) * 2001-07-04 2003-01-24 Koa Funenban Kogyo Kk Refractory building material
JP2004511675A (en) * 2000-10-17 2004-04-15 ジェイムズ ハーディー リサーチ ピーティーワイ.リミテッド Method and apparatus for reducing impurities in cellulosic fibers for the production of fiber reinforced cement composites
US7993570B2 (en) 2002-10-07 2011-08-09 James Hardie Technology Limited Durable medium-density fibre cement composite
US8333836B2 (en) 2003-01-09 2012-12-18 James Hardie Technology Limited Fiber cement composite materials using bleached cellulose fibers

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004511675A (en) * 2000-10-17 2004-04-15 ジェイムズ ハーディー リサーチ ピーティーワイ.リミテッド Method and apparatus for reducing impurities in cellulosic fibers for the production of fiber reinforced cement composites
US8133352B2 (en) 2000-10-17 2012-03-13 James Hardie Technology Limited Method and apparatus for reducing impurities in cellulose fibers for manufacture of fiber reinforced cement composite materials
US8268119B2 (en) 2000-10-17 2012-09-18 James Hardie Technology Limited Method and apparatus for reducing impurities in cellulose fibers for manufacture of fiber reinforced cement composite materials
JP2003020742A (en) * 2001-07-04 2003-01-24 Koa Funenban Kogyo Kk Refractory building material
US7993570B2 (en) 2002-10-07 2011-08-09 James Hardie Technology Limited Durable medium-density fibre cement composite
US8333836B2 (en) 2003-01-09 2012-12-18 James Hardie Technology Limited Fiber cement composite materials using bleached cellulose fibers

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