JP2003171163A - Hydraulic sheet-manufactured board for floor material, and floor material obtained by using the same - Google Patents
Hydraulic sheet-manufactured board for floor material, and floor material obtained by using the sameInfo
- Publication number
- JP2003171163A JP2003171163A JP2001369703A JP2001369703A JP2003171163A JP 2003171163 A JP2003171163 A JP 2003171163A JP 2001369703 A JP2001369703 A JP 2001369703A JP 2001369703 A JP2001369703 A JP 2001369703A JP 2003171163 A JP2003171163 A JP 2003171163A
- Authority
- JP
- Japan
- Prior art keywords
- hydraulic
- papermaking
- fiber
- flooring
- strength
- 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
Links
Landscapes
- Panels For Use In Building Construction (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Paper (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、既設新設を問わず、建
築物のベランダ床および室内外の床の補強に用いる床材
用水硬性抄造板に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hydraulic papermaking board for flooring, which is used for reinforcing a balcony floor of a building and a floor inside and outside of a building regardless of existing construction.
【0002】[0002]
【従来の技術】近年建造物の高層化に伴い、構造材と共
に床材の軽量化が重要になってきている。床材の軽量化
のため、高強度コンクリート、高強度モルタルや二次製
品である軽量コンクリート、軽量モルタルが提案されて
いる。その多くは軽量化を目的としたものであるが、軽
量でかつ高靭性の高性能床材の提案がなされていないの
が現状である。軽量化のための高強度コンクリート、高
強度モルタルによる薄肉化は、鉄筋等の被り厚さが少な
くなるため、地震などによる衝撃、振動やクーラーなど
による乾燥収縮等により一旦ひび割れが発生すると、コ
ンクリートの中性化の促進、鉄筋の錆の発生による、ひ
び割れの更なる進行、コンクリート剥落等の問題があ
る。また、二次製品である軽量コンクリート、軽量モル
タルは、従来のコンクリート、モルタルに比べ軽量化す
る程圧縮、強度、ヤング率が低下する等、物性面の問題
がある。床材の補強において、床材の靭性を向上させ乾
燥収縮によるエネルギー、地震等のエネルギーを吸収
し、床のひび割れを防止、床の剥落を防止することが重
要であり、また耐久性を向上することが必要である。特
に補修工法においては、耐久性を向上しないと意味をな
さない。2. Description of the Related Art In recent years, with the increase in the height of buildings, it has become important to reduce the weight of structural materials and floor materials. To reduce the weight of floor materials, high-strength concrete, high-strength mortar and secondary products, lightweight concrete and lightweight mortar, have been proposed. Most of them are aimed at weight reduction, but the present situation is that no proposal has been made for a high-performance floor material that is lightweight and has high toughness. Thinning with high-strength concrete and high-strength mortar for weight reduction reduces the covering thickness of the reinforcing bars, etc., so once cracking occurs due to shock such as an earthquake, vibration or drying shrinkage due to a cooler, etc. There are problems such as further progress of cracking and concrete peeling due to the promotion of neutralization and the generation of rust on reinforcing bars. Further, lightweight concrete and lightweight mortar, which are secondary products, have problems in terms of physical properties such as compression, strength, and Young's modulus lower as they are lighter than conventional concrete and mortar. In the reinforcement of floor materials, it is important to improve the toughness of the floor materials, absorb the energy due to drying shrinkage, the energy of earthquakes, etc. to prevent the floor from cracking and prevent the floor from falling off, and improve the durability. It is necessary. Especially in the repair method, it is meaningless unless the durability is improved.
【0003】従来からコンクリート床、モルタル床に補
強繊維を添加した床材の検討がなされた例はあるが、そ
の補強繊維を添加する場合、コンクリートの流動性の低
下、特殊の混練設備が必要であり又高靭性を得るための
繊維の添加が非常に困難で施工性不良、高コストとなる
欠点がある。Although there have been studies on flooring materials in which reinforcing fibers have been added to concrete floors and mortar floors, when the reinforcing fibers are added, the fluidity of concrete decreases and special kneading equipment is required. However, it is very difficult to add fibers to obtain high toughness, resulting in poor workability and high cost.
【0004】床材として使用する現状のコンクリート、
モルタルや二次製品である軽量コンクリート、軽量気泡
コンクリート(ALC)板などは乾燥収縮、衝撃、振
動、荷重等によりひび割れの発生は裂けられないのが現
状であり、ひび割れが発生すると、建築物の外観、耐久
性、水密性等の性能の低下に大きく影響するため、ひび
割れ対策の確立が必要である。このひび割れ対策の確立
は古くから問題とされながら発生の機構の複雑さやコン
クリートの材料特性などから充分な解決策が得られない
まま今日に至っている。しかし近年コンクリート、モル
タルや二次製品である軽量コンクリート、軽量モルタル
のひび割れに対する関心が急速に高まり、繊維を混入す
ることによるひび割れ防止が行われている。しかしなが
ら、繊維混入コンクリートは、繊維の混入量が多くなる
と流動性が低下し施工や二次製品の板材についても成型
が非常に困難である。また、現在行われている繊維混入
量では、ひび割れ防止や靭性は向上するが不十分である
のが現状である。特に床材の軽量化の点から多く使用さ
れているALC、気泡コンクリートなどの軽量コンクリ
ートの軽量性、断熱性等の特性を生かしながらひび割れ
防止することや、剛性、遮音性、耐衝撃性を向上するこ
とが望まれている。Current concrete used as flooring material,
Mortars and secondary products such as lightweight concrete and lightweight aerated concrete (ALC) boards are currently not cracked due to drying shrinkage, impact, vibration, load, etc. Since it has a great influence on the deterioration of performance such as appearance, durability and watertightness, it is necessary to establish crack countermeasures. The establishment of this countermeasure against cracking has long been a problem, but due to the complexity of the mechanism of occurrence and the material properties of concrete, a sufficient solution has not been obtained until now. However, in recent years, interest in cracks in concrete, mortar, lightweight concrete as a secondary product, and lightweight mortar has rapidly increased, and cracks are prevented by mixing fibers. However, the fiber-mixed concrete has a low fluidity when the amount of the fiber mixed is large, and it is very difficult to perform construction and molding of a plate material of a secondary product. In addition, although the amount of fibers currently in use is sufficient for preventing cracking and improving toughness, the present situation is insufficient. Especially, it is possible to improve the rigidity, sound insulation and impact resistance while preventing cracks while making the most of the lightweight properties such as ALC and cellular concrete, which are widely used for the weight saving of flooring materials, and the properties such as heat insulation. Is desired.
【0005】[0005]
【発明が解決しようとする課題】本発明は、特定の補強
短繊維を特定量混入する抄造方式により得られる繊維補
強水硬性硬化体材料を床材用水硬性抄造板として単独又
は組合わせて使用することにより、表面ひび割れなどが
なく、かつ靭性に優れる床材を提供するものである。具
体的には、靭性向上、耐震性付与、ひび割れ防止、さら
には遮音性、断熱性の向上を、合理的で安価な技術にて
達成可能な床材の補強方法を提案するものであり、かつ
硬化体の変形応力を吸収し、仕上がり形状の優れた床材
用水硬性抄造板を提供するものである。本発明の床材用
水硬性抄造板は既存構築物の補修・補強のみならず新規
の施工においても適用可能である。DISCLOSURE OF THE INVENTION In the present invention, a fiber-reinforced hydraulically hardened material obtained by a papermaking method in which a specific amount of a specific reinforcing short fiber is mixed is used alone or in combination as a hydraulic papermaking plate for flooring. As a result, a flooring material having no surface cracks and excellent toughness is provided. Specifically, it proposes a floor material reinforcement method that can achieve improvement in toughness, earthquake resistance, crack prevention, sound insulation, and heat insulation with a reasonable and inexpensive technique, and It is intended to provide a hydraulic papermaking plate for flooring, which absorbs the deformation stress of the cured product and has an excellent finished shape. The hydraulic papermaking board for flooring of the present invention can be applied not only to repair / reinforce existing structures but also to new construction.
【0006】[0006]
【課題を解決するための手段】すなわち本発明は、水硬
性材料からなる板材との積層物となるように用いられ、
かつ下記1)〜3)の条件を満足する補強繊維を1〜1
0重量%/抄造板含有し、下記4)の条件を満足する厚
さ6〜15mmの床材用水硬性抄造板である。
1)該補強繊維がポリビニルアルコール系合成繊維であ
ること、
2)該補強繊維の繊度が6〜30dtex、繊維長が6
〜20mmであること、
3)該補強繊維の強力が100cN以上、伸度が5〜1
0%であること、
4)床材用水硬性抄造板の繊維配向方向の曲げ強度が3
0MPa以上かつ繊維配向方向と垂直方向の曲げ強度が
20MPa以上であり、且つ繊維配向方向の引張強度が
10MPa以上、引張伸度が0.5%以上、引張タフネ
スが6MPa−%以上であること、
そして、本発明は好ましくは、上記の床材用水硬性抄造
板の上面に硬化前の水硬性材料を流し込み、硬化させる
積層床材の製造方法であり、より好ましくは、上記の床
材用水硬性抄造板を上面、下面に使用し、その間に硬化
前の水硬性材料を流し込み、硬化させる積層床材の製造
方法である。また本発明は、上記の床材用水硬性抄造板
を水硬性材料からなる板材の上面、下面又は上下両面に
積層した積層床材である。That is, the present invention is used to form a laminate with a plate made of a hydraulic material,
Moreover, the reinforcing fibers satisfying the conditions 1) to 3) below are 1 to 1
A hydraulic papermaking board for flooring, containing 0% by weight / papermaking board and having a thickness of 6 to 15 mm, which satisfies the following condition 4). 1) The reinforcing fiber is a polyvinyl alcohol-based synthetic fiber, 2) the fineness of the reinforcing fiber is 6 to 30 dtex, and the fiber length is 6
˜20 mm, 3) Strength of the reinforcing fiber is 100 cN or more, and elongation is 5-1.
0) 4) Bending strength in the fiber orientation direction of the hydraulic papermaking board for flooring is 3
0 MPa or more and the bending strength in the direction perpendicular to the fiber orientation direction is 20 MPa or more, the tensile strength in the fiber orientation direction is 10 MPa or more, the tensile elongation is 0.5% or more, and the tensile toughness is 6 MPa-% or more, And, the present invention is preferably a method for producing a laminated floor material in which the hydraulic material before curing is poured onto the upper surface of the hydraulic papermaking plate for flooring material and cured, and more preferably, the hydraulic papermaking material for flooring material. This is a method for producing a laminated floor material in which plates are used for the upper surface and the lower surface, and a hydraulic material before curing is poured between them to cure. The present invention is also a laminated floor material in which the above-mentioned hydraulic papermaking sheet for floor material is laminated on the upper surface, lower surface or both upper and lower surfaces of a plate material made of a hydraulic material.
【0007】本発明の床材用水硬性抄造板を構成する補
強繊維はポリビニルアルコール(以下、PVAと略称
す)系合成繊維が使用される。本発明に使用されるPV
A系合成繊維は、特定のディメンジョン、強度、伸度を
有する繊維でなければならない。すなわち本発明に用い
られるPVA系合成繊維の繊度は6〜30dtex、繊
維長6〜20mm、強力100cN以上、伸度5〜10
%であることが必要である。用いるPVA系合成繊維の
繊度が6dtexより細くなると、繊維含有量を通常よ
りも多く確保しなければならず、そのため抄造スラリー
中にファイバーボールが発生しやすくなり、急速に抄造
性を悪化させる。逆に30dtexを超えると濾水が多
くなりセメント粒子の定着が不良となる。好ましくは7
〜15dtexの範囲である。Polyvinyl alcohol (hereinafter abbreviated as PVA) -based synthetic fibers are used as the reinforcing fibers constituting the hydraulic papermaking board for flooring of the present invention. PV used in the present invention
The A-based synthetic fiber must be a fiber having a specific dimension, strength and elongation. That is, the PVA synthetic fiber used in the present invention has a fineness of 6 to 30 dtex, a fiber length of 6 to 20 mm, a strength of 100 cN or more, and an elongation of 5 to 10.
Must be%. When the fineness of the PVA-based synthetic fiber used is smaller than 6 dtex, the fiber content must be secured higher than usual, and thus fiber balls are likely to be generated in the papermaking slurry, and the papermaking property is rapidly deteriorated. On the other hand, if it exceeds 30 dtex, the amount of drainage increases and the cement particles become unfixed. Preferably 7
It is in the range of up to 15 dtex.
【0008】繊維長は繊度と強力、強度と密接且つ複雑
に関連するが、6〜20mmの範囲のものが床材用水硬
性抄造板の抄造性と床材用水硬性抄造板の補強性の面か
ら用いられる。長さが6mmより短い場合、抄造板の破
壊時に繊維の素抜けが多くなり、曲げ強度や引張強度が
低下する。逆に20mmより長い場合には、抄造中に繊
維どうしが絡まりやすく、フロックを生じ、抄造性を悪
化させる。好ましくは8〜12mmである。なお繊度と
の関係は繊度が太くなるにしたがって繊維長を大きくす
ることが好ましい。The fiber length is closely and complexly related to the fineness, strength and strength, but the range of 6 to 20 mm is in view of the paper-making property of the hydraulic papermaking plate for flooring and the reinforcing property of the hydraulic papermaking plate for flooring. Used. If the length is shorter than 6 mm, the fibers are more likely to come off when the papermaking plate is broken, and the bending strength and the tensile strength are reduced. On the contrary, when the length is longer than 20 mm, the fibers are easily entangled with each other during the papermaking, causing flocs and degrading the papermaking property. It is preferably 8 to 12 mm. Regarding the relationship with the fineness, it is preferable to increase the fiber length as the fineness increases.
【0009】繊維の強力(繊維1本あたりの有する引張
破断強力)は100cN以上が必要である。これは床材
用水硬性抄造板の破壊過程で、繊維とマトリックスとの
摩擦力が繊維に対する引張力として働くが、繊維が容易
に破断することなく引張力に抗してスリップするために
必要な強力である。特に本発明のPVA系合成繊維はセ
メントとの接着が良いためにスリップする際に次第に摩
擦力が増大する特徴を有するが、そのために高強力であ
ることが要求される。強力が100cN未満であると繊
維は破断しやすくなり靭性に欠けた床材用水硬性抄造板
となる。好ましくは110cN以上である。繊度との関
係で見ると、例えば6dtexにおいて強力100cN
以上とするには強度約17cN/dtex以上、10d
texにおいては10cN/dtex以上、30dte
xにおいては約3.3cN/dtex以上が必要であ
る。The fiber strength (tensile breaking strength per fiber) must be 100 cN or more. This is the process of breaking the hydraulic papermaking plate for flooring, where the frictional force between the fiber and the matrix acts as a tensile force on the fiber, but the strength required to slip the fiber against the tensile force without breaking easily. Is. In particular, the PVA-based synthetic fiber of the present invention has a characteristic that the frictional force gradually increases when slipping because it has good adhesion to cement, and therefore it is required to have high strength. When the strength is less than 100 cN, the fibers are easily broken, and the hydraulic papermaking board for flooring lacks in toughness. It is preferably 110 cN or more. Looking at the relationship with the fineness, for example, a strength of 100 cN at 6 dtex
Strength of about 17cN / dtex or more, 10d
In tex, 10 cN / dtex or more, 30 dte
In x, about 3.3 cN / dtex or more is required.
【0010】繊維の伸度は上記したようなスリップを容
易にするためには、5%以上10%以下の範囲が好適で
ある。伸度が5%よりも小さい場合、繊維は破断しやす
くなり、逆に伸度が10%よりも大きいと繊維の弾性率
が低下し、床材用水硬性抄造板の破断強度が低下する。
好ましくは6〜9%である。The elongation of the fiber is preferably in the range of 5% or more and 10% or less in order to facilitate slipping as described above. If the elongation is less than 5%, the fibers are likely to break, and conversely, if the elongation is more than 10%, the elastic modulus of the fibers decreases, and the breaking strength of the hydraulic papermaking board for flooring decreases.
It is preferably 6 to 9%.
【0011】本発明で用いられるPVA系合成繊維を製
造する場合には、製造工程性、コスト等の点から湿式紡
糸又は乾湿式紡糸により繊維を製造するのが好ましく、
具体的には、特開2000−053455号公報に記載
のPVA系合成繊維の製造方法を用いることが好まし
い。When the PVA-based synthetic fiber used in the present invention is produced, it is preferable to produce the fiber by wet spinning or dry-wet spinning from the viewpoints of production processability, cost and the like.
Specifically, it is preferable to use the method for producing a PVA-based synthetic fiber described in JP-A-2000-053455.
【0012】上記補強繊維として用いるPVA系合成繊
維の条件は、抄造セメント板で砂を含有しない独特な組
成と養生前に高圧プレスを行う加工方式の結果得られる
マトリックス成分に対応したものである。すなわちマト
リックスと補強繊維との相互作用(摩擦抵抗、引抜き抵
抗)は、補強繊維の条件が上記した範囲で好適に維持さ
れるとき、最大の補強効果をもたらす。本発明のPVA
系合成繊維の含有量は1〜10重量%/抄造板が好適で
ある。該繊維の含有量が1重量%/抄造板未満であると
靭性が不十分であり、逆に10重量%/抄造板を超える
と繊維の分散性が極めて悪くなり、抄造性が悪化する。
好ましくは2.5〜5重量%/抄造板である。The conditions for the PVA-based synthetic fiber used as the reinforcing fiber correspond to the unique composition that does not contain sand in the papermaking cement board and the matrix component obtained as a result of the processing method in which high-pressure pressing is performed before curing. That is, the interaction between the matrix and the reinforcing fibers (friction resistance, pull-out resistance) brings about the maximum reinforcing effect when the conditions of the reinforcing fibers are preferably maintained within the above range. PVA of the present invention
The content of the synthetic fibers is preferably 1 to 10% by weight / papermaking plate. If the content of the fiber is less than 1% by weight / papermaking plate, the toughness is insufficient, and conversely, if it exceeds 10% by weight / papermaking plate, the dispersibility of the fiber becomes extremely poor and the papermaking property deteriorates.
It is preferably 2.5 to 5% by weight / papermaking plate.
【0013】本発明のPVA系合成繊維を使用した抄造
板を床材用水硬性抄造板として使用する厚さは6〜15
mmである。厚さが6mmよりも薄い場合、例えばデッ
キプレートの代替に使用しコンクリート等を打設すると
きコンクリートの重さにより撓みが生じやすく、それを
防ぐために支保工を密にする対策が必要となり、工事に
煩雑さをもたらし、又床の補強効果が小さくなる。逆に
厚さが15mmよりも厚い場合は、コスト高になる。好
ましくは6〜12mmである。本発明の床材用水硬性抄
造板は比較的簡便な支保工による施工を可能とすると同
時に耐久性が良いので長期にわたって床本体の劣化を防
止する。さらには床本体の靭性強化による補強が可能と
なる。例えば地震や継続的な振動が構造物にクラックを
発生させ、その後クラック幅が次第に増大し応力集中に
より破壊に至るが、本発明の場合は床材用水硬性抄造板
に極めて細かいミクロなひび割れが多数発生することで
エネルギーを吸収し、内部の本体へのクラック発生を大
幅に遅らせることにより構造物の寿命を長くすることが
期待できる。また例えば軽量コンクリート、ALC等と
の組み合わせにて使用する場合、特に補強、靭性向上効
果が大きく、又断熱性、遮音性、防音性も併せ、向上さ
せる効果が得られる。The thickness of the papermaking board using the PVA synthetic fiber of the present invention used as a hydraulic papermaking board for flooring is 6 to 15
mm. If the thickness is less than 6 mm, for example, when used as a substitute for deck plates and when placing concrete etc., the weight of the concrete tends to cause bending, and in order to prevent it, it is necessary to take measures to make the support work dense. And the floor reinforcing effect is reduced. On the contrary, when the thickness is thicker than 15 mm, the cost becomes high. It is preferably 6 to 12 mm. The hydraulic papermaking board for flooring of the present invention enables construction by relatively simple supporting work and, at the same time, has good durability and thus prevents deterioration of the floor body for a long period of time. Furthermore, it becomes possible to reinforce the floor body by strengthening its toughness. For example, an earthquake or continuous vibration causes cracks in the structure, and then the crack width gradually increases and stress concentration causes destruction, but in the case of the present invention, there are many extremely fine microcracks in the hydraulic papermaking board for flooring. It can be expected to prolong the life of the structure by absorbing energy as it is generated and greatly delaying the generation of cracks in the internal body. Further, for example, when used in combination with lightweight concrete, ALC, etc., the effect of reinforcing and toughness is particularly large, and the effect of improving heat insulating property, sound insulating property, and sound insulating property is also obtained.
【0014】また抄造板においては繊維が配向しやす
く、繊維配向方向において高い曲げ強度、すなわち最大
曲げ強度を示すが、本発明の床材用水硬性抄造板として
使用されるためには、繊維配向方向と垂直方向の曲げ強
度、すなわち最小曲げ強度もある程度必要となる。本発
明の床材用水硬性抄造板において、繊維配向方向の曲げ
強度、すなわち最大曲げ強度は30MPa以上が必要で
あり、好ましくは40MPa以上である。一方、繊維配
向方向に対して垂直方向の曲げ強度すなわち最小曲げ強
度は相対的に小さくなるが、20MPa以上は必要であ
り、好ましくは30MPa以上である。最小曲げ強度が
20MPaを下回る場合、靭性補強効果が少なくなり好
ましくない。また上記したPVA系合成繊維を使用した
床材用水硬性抄造板は繊維配向方向において、従来の材
料にない高伸度、高引張タフネスを示すが、このことが
床材本体を地震などの破壊エネルギーから保護する効果
をもたらす。具体的にこの効果が十分に得られるのは床
材用水硬性抄造板における繊維配向方向の引張強度が1
0MPa以上、好ましくは12MPa以上であり、伸度
が0.5%以上、好ましくは1.0%以上、および引張
タフネスは6MPa−%以上であり、好ましくは8MP
a−%以上である。なお引張タフネスは引張強度−伸度
曲線より、最大引張強度と破断伸度と基軸とで囲まれた
面積から求められる。Further, in the papermaking board, the fibers are easily oriented and exhibit a high bending strength in the fiber orientation direction, that is, the maximum bending strength, but in order to be used as the hydraulic papermaking board for flooring of the present invention, the fiber orientation direction is The bending strength in the vertical direction and the minimum bending strength are also required to some extent. In the hydraulic papermaking sheet for flooring of the present invention, the bending strength in the fiber orientation direction, that is, the maximum bending strength is required to be 30 MPa or more, preferably 40 MPa or more. On the other hand, the bending strength in the direction perpendicular to the fiber orientation direction, that is, the minimum bending strength becomes relatively small, but 20 MPa or more is necessary, and preferably 30 MPa or more. If the minimum bending strength is less than 20 MPa, the effect of reinforcing toughness is reduced, which is not preferable. Further, the hydraulic papermaking sheet for flooring using the PVA-based synthetic fibers described above exhibits high elongation and high tensile toughness in the fiber orientation direction, which are not present in conventional materials. The effect of protecting from. Specifically, this effect is sufficiently obtained when the tensile strength in the fiber orientation direction in the hydraulic papermaking board for flooring is 1
0 MPa or more, preferably 12 MPa or more, elongation is 0.5% or more, preferably 1.0% or more, and tensile toughness is 6 MPa-% or more, preferably 8 MP.
It is a-% or more. The tensile toughness can be obtained from the area surrounded by the maximum tensile strength, the breaking elongation and the base axis from the tensile strength-elongation curve.
【0015】本発明の床材用水硬性抄造板は抄造方式に
よる成形板を使用する。抄造とは、セメント粒子などを
水媒体に縣濁させた粥状のものをメッシュに濾し取り成
形するものである。その過程で薄い膜状としたものを順
次積層して所望の厚みの成形板とする丸網方式(ハチェ
ック法)や長網方式、濃厚縣濁液を用いて1回ないし数
回で、ある程度の厚みを確保するフローオン方式等があ
る。抄造方式は機械的に連続的、バッチ式で量産される
もので、均一で安定した性能が得られる利点があり、ま
た2〜30mm、より一般的には4〜20mmの比較的
板厚の薄い材料を製造することができる。このような薄
板の製造は抄造以外の通常のモルタル流し込みでは極め
て困難である。As the hydraulic papermaking board for flooring of the present invention, a forming board by a papermaking method is used. In the papermaking, a porridge-like product obtained by suspending cement particles and the like in an aqueous medium is filtered into a mesh and molded. In the process, a thin film is laminated one after another to form a molded plate with a desired thickness. A round net method (haschek method), a long net method, or one or several times using a concentrated suspension, to a certain extent. There is a flow-on method to secure the thickness of the. The paper-making method is mechanically continuous and mass-produced in a batch method, and has an advantage that uniform and stable performance can be obtained. Further, the sheet thickness is 2 to 30 mm, more generally 4 to 20 mm, and the plate thickness is relatively thin. The material can be manufactured. The production of such a thin plate is extremely difficult by ordinary mortar casting other than papermaking.
【0016】本発明の床材用水硬性抄造板となる成形板
は上記したように丸網、長網、フローオンなどの方式に
よって製造されるが、その材料構成は水硬性材料、補強
用繊維、その他添加剤などである。スラリーの調製方法
は特に限定されないが、固体成分が均一に分散されたス
ラリーを得る点からは、水を張った攪拌機にパルプを投
入して攪拌し、次いで補強用繊維、水硬性材料、他の添
加剤(無機物質等)を順次添加するのが好ましい。本発
明において、水硬性材料としてはポルトランドセメント
が好適に使用される。補強用繊維は前述したように本発
明のPVA系合成繊維が使用される。その他添加剤とし
ては高炉スラグやフライアッシュ、炭酸カルシウム、シ
リカヒューム、セピオライト、アタパルジャイト、マイ
カ、ワラストナイトなどの無機物質等が好適に使用され
る。これらは床材用水硬性抄造板の物性を向上させる効
果、例えば耐凍結融解性の向上、腐食性物質(塩素、炭
酸ガス、硫酸イオンなどの各種有機酸)の侵入抑制、補
強繊維とマトリックスとの接着性の改善、縣濁液の粘性
を適度に調節して抄造効率を上げる効果や、床材用水硬
性抄造板となる抄造体の乾燥収縮制御を行う効果、床材
用水硬性抄造板の強度向上効果が発現する。特にシリカ
ヒューム、セピオライト、アタパルジャイトなどは縣濁
液の粘性を適度に調節して抄造効率を上げる効果をもた
らす材料なので本発明において好適である。The forming plate which is the hydraulic papermaking plate for flooring of the present invention is manufactured by the method such as the round net, the Fourdrinth, and the flow-on as described above. The material composition is a hydraulic material, a reinforcing fiber, Other additives and the like. The method for preparing the slurry is not particularly limited, but from the viewpoint of obtaining a slurry in which the solid components are uniformly dispersed, the pulp is put into a stirrer filled with water and stirred, and then a reinforcing fiber, a hydraulic material, and the like. Additives (inorganic substances, etc.) are preferably added sequentially. In the present invention, Portland cement is preferably used as the hydraulic material. As described above, the PVA-based synthetic fiber of the present invention is used as the reinforcing fiber. As other additives, blast furnace slag, fly ash, calcium carbonate, silica fume, sepiolite, attapulgite, mica, wollastonite and other inorganic substances are preferably used. These are effects that improve the physical properties of hydraulic papermaking sheets for flooring, such as improvement of freeze-thaw resistance, suppression of intrusion of corrosive substances (chlorine, carbon dioxide, various organic acids such as sulfate ion), reinforcement fiber and matrix Improvement of adhesion, effect of adjusting the viscosity of suspension appropriately to increase papermaking efficiency, effect of controlling drying shrinkage of a paper product that is a hydraulic papermaking plate for flooring, and improvement of strength of hydraulic papermaking plate for flooring The effect will appear. In particular, silica fume, sepiolite, attapulgite, etc. are suitable for the present invention because they are materials that bring about the effect of appropriately adjusting the viscosity of the suspension to increase the papermaking efficiency.
【0017】本発明ではその他に有機質繊維として叩解
パルプを使用するのが好ましい。叩解パルプは叩解度が
CSF値で70〜130mlが好ましい。これらパルプ
の使用量は水硬性材料に対して2〜6重量%が好適であ
り、3〜4重量%がより好ましい。使用量が2重量%未
満であると特に丸網(ハチェック)方式において縣濁液
におけるセメント粒子の捕捉が不十分となり、セメント
粒子が濾し取られ難くなって抄造効率が悪くなると同時
に抄造物中のセメント混合率が低下し、床材用水硬性抄
造板の強度性能が低下する。一方パルプの使用量が6重
量%を超えると床材用水硬性抄造板の耐水性や腐食性物
質(塩素、炭酸ガス、硫酸イオンなどの各種有機酸)の
侵入抑制効果が損なわれる。In the present invention, it is preferable to use beaten pulp as the organic fiber. The beating pulp preferably has a beating degree of CSF value of 70 to 130 ml. The amount of these pulps used is preferably 2 to 6% by weight, more preferably 3 to 4% by weight, based on the hydraulic material. If the amount used is less than 2% by weight, especially in the gauze method, the cement particles in the suspension will be insufficiently captured, making it difficult for the cement particles to be filtered out, resulting in poor papermaking efficiency and at the same time in the papermaking product. The cement mixing ratio of No. 1 is decreased, and the strength performance of the hydraulic papermaking plate for flooring is decreased. On the other hand, if the amount of pulp used exceeds 6% by weight, the water resistance of the hydraulic papermaking board for flooring and the effect of suppressing intrusion of corrosive substances (various organic acids such as chlorine, carbon dioxide, and sulfate ions) are impaired.
【0018】本発明のPVA系合成繊維を使用した抄造
体からなる床材用水硬性抄造板は強度および靭性に優れ
たものとなる。例えば、曲げ標準試験法における最大曲
げ強度をP(MPa)、そのときの撓みをδ(cm)と
するとき、従来のアスベストからなる床材用補強抄造板
や従来のPVA系合成繊維を1.5重量%/抄造板程度
使用したいわゆるノンアスベスト床材用抄造板はP×δ
が10程度であり、さらに従来よりも高強力であるが、
強力が100cN未満のPVA系合成繊維を2重量%/
抄造板を用いた高強度床材用抄造板であってもP×δが
25程度が限度であり、その場合も撓みが1cm未満で
あるのに対し、本発明のPVA系合成繊維を用いた場合
には容易にP×δが30を超え、かつ撓みも1cmを超
える、靭性に優れた床材用抄造板が得られる。また一軸
引張標準試験法においては破断伸度が10〜15MP
a、伸度が0.5%以上を示す。従来品の伸度は0.0
1%程度である。The hydraulic papermaking board for flooring made of a papermaking product using the PVA-based synthetic fiber of the present invention has excellent strength and toughness. For example, when the maximum bending strength in the bending standard test method is P (MPa) and the bending at that time is δ (cm), the conventional reinforced paper sheet for flooring made of asbestos and the conventional PVA-based synthetic fiber are 1. 5% by weight / so-called papermaking plate for so-called non-asbestos flooring is P × δ
Is about 10 and more powerful than the conventional one,
2% by weight of PVA-based synthetic fiber having a strength of less than 100 cN /
Even in the case of a high-strength flooring papermaking plate using a papermaking plate, Pxδ is limited to about 25, and in that case as well, the deflection is less than 1 cm, whereas the PVA-based synthetic fiber of the present invention was used. In this case, it is possible to easily obtain a papermaking plate for flooring having excellent toughness and having P × δ of more than 30 and bending of more than 1 cm. The uniaxial tensile standard test method has a breaking elongation of 10 to 15 MP.
a, the elongation is 0.5% or more. Conventional product has an elongation of 0.0
It is about 1%.
【0019】本発明で得られる床材用水硬性抄造板は、
部材が薄く軽量であるので、構築物の軽量化が得られる
ことである。床材用水硬性抄造板の厚みは6mmから製
造可能であり、最大15mmが可能である。The hydraulic papermaking board for flooring obtained in the present invention is
Since the member is thin and lightweight, the weight of the structure can be reduced. The hydraulic papermaking sheet for flooring can be manufactured with a thickness of 6 mm, and a maximum of 15 mm is possible.
【0020】本発明の床材用水硬性抄造板を用いた建築
物の床の構築方法の代表例として以下の3つの方法が挙
げられる。
(1) 梁の上部にデッキプレートを固定し、その上に
コンクリート、モルタルを流して床を施工する方法。本
発明の水硬性抄造板をデッキプレートの代替として使用
する。
(2) 梁の上部に本発明の水硬性抄造板を固定し、必
要に応じて支保工を行う。該水硬性抄造板の上面にコン
クリート、モルタルを流し、さらにそのコンクリート、
モルタルの上に本発明の水硬性抄造板を敷く方法。
(3) 水硬性板材(例えば、二次製品であるALC、
軽量モルタル、コンクリート板材など)を使用する時、
本発明の床材用水硬性抄造板と該水硬性板材を積層し、
梁の上部に敷き詰めて使用する方法。The following three methods are typical examples of the method of constructing a floor of a building using the hydraulic papermaking board for flooring of the present invention. (1) A method of fixing the deck plate to the upper part of the beam and pouring concrete and mortar on it to construct the floor. The hydraulic papermaking plate of the present invention is used as a substitute for a deck plate. (2) The hydraulic papermaking plate of the present invention is fixed to the upper part of the beam, and supporting work is performed if necessary. Concrete, mortar is poured on the upper surface of the hydraulic papermaking plate, and further the concrete,
A method of laying the hydraulic papermaking plate of the present invention on mortar. (3) Hydraulic plate material (for example, secondary product ALC,
When using lightweight mortar, concrete board, etc.,
Laminating the hydraulic papermaking board for flooring of the present invention and the hydraulic board,
The method of laying on the top of the beam.
【0021】上記(1)の施工方法において、本発明の
水硬性抄造板を使用する時は、例えばコンクリート、モ
ルタルの打設面にセメント接着剤を塗布後コンクリー
ト、モルタルを流して施工して得られる積層床材が好ま
しく用いられる。なお、セメント接着剤としては、例え
ばエチレン酢酸ビニル共重合エマルジョン系のものが好
ましく使用される。In the construction method of the above (1), when the hydraulic papermaking plate of the present invention is used, for example, it is obtained by applying a cement adhesive to the placing surface of concrete or mortar and then flowing concrete or mortar to construct. A laminated flooring material is preferably used. As the cement adhesive, for example, an ethylene vinyl acetate copolymer emulsion type adhesive is preferably used.
【0022】また上記(2)の施工方法の場合、本発明
の水硬性抄造板のコンクリート打設面に上記セメント接
着剤を塗布後、コンクリート、モルタルを打設する。打
設後コンクリート、モルタルが硬化する前に、その上部
に上記セメント接着剤を塗布した水硬性抄造板を敷き詰
め、サンドイッチ状に積層一体化して得られる積層床材
が好ましく用いられる。In the case of the above-mentioned construction method (2), the cement adhesive is applied to the concrete placing surface of the hydraulic papermaking plate of the present invention, and then concrete and mortar are placed. A laminated floor material obtained by laying a hydraulic papermaking plate coated with the above cement adhesive on the upper part of the concrete and mortar after setting and hardening and then laminating and integrating them in a sandwich is preferably used.
【0023】さらに上記(3)の施工方法の場合、特に
ALC等のように軽量板材の場合は、集中荷重や衝撃荷
重によりひび割れ等を生ずるため、これらの荷重を分散
するために本発明の水硬性抄造板を、エポキシ樹脂、そ
の他接着剤を使用して水硬性材料からなる板材の上面、
下面または上下両面に積層した積層床材を梁の上部に敷
き詰めて使用する方法が好ましく用いられる。Further, in the case of the construction method of the above (3), particularly in the case of a lightweight plate material such as ALC, cracks or the like are caused by concentrated load or impact load, and therefore the water of the present invention is used to disperse these loads. A rigid papermaking plate, the upper surface of a plate material made of a hydraulic material using an epoxy resin or other adhesive,
A method in which a laminated floor material laminated on the lower surface or both upper and lower surfaces is spread over the beam and used is preferably used.
【0024】本発明のPVA系合成繊維を補強繊維とし
て含有した水硬性抄造板を用いた床材は、従来のPVA
系合成繊維を補強繊維として含有した水硬性抄造板を用
いた床材に比べて曲げ物性、特に曲げタフネスの向上効
果があり、極めて良好な靭性を示し、コンクリートの脆
さが改善される。The flooring material using the hydraulic papermaking board containing the PVA-based synthetic fiber of the present invention as the reinforcing fiber is the conventional PVA.
Compared with a flooring material using a hydraulic papermaking plate containing a synthetic fiber as a reinforcing fiber, it has an effect of improving bending properties, particularly bending toughness, exhibits extremely good toughness, and improves brittleness of concrete.
【0025】[0025]
【実施例】以下実施例によって、本発明を説明するが、
本発明はこれら実施例により何等限定されるものではな
い。なお本発明において繊維繊度、繊維強力、繊維強
度、繊維伸度、叩解パルプの濾水度、成形体の最大曲げ
強度(P)、最大曲げ強度Pを示す撓み(δ)、引張強
度、引張伸度、引張タフネスは以下の測定方法により測
定されたものを意味する。The present invention will be described with reference to the following examples.
The present invention is not limited to these examples. In the present invention, the fiber fineness, the fiber strength, the fiber strength, the fiber elongation, the drainage of the beaten pulp, the maximum bending strength (P) of the molded product, the flexure (δ) indicating the maximum bending strength P, the tensile strength, and the tensile elongation. Degree and tensile toughness mean those measured by the following measuring methods.
【0026】[繊度 dtex]得られた繊維状物の一
定試長の重量を測定して見掛け繊度をn=5以上で測定
し、平均値を求めた。なお、一定糸長の重量測定により
繊度が測定できないもの(細デニール繊維)はバイブロ
スコープにより測定した。[Fineness dtex] The weight of a fixed sample length of the obtained fibrous material was measured to measure the apparent fineness at n = 5 or more, and the average value was obtained. In addition, the thing whose fineness cannot be measured by the weight measurement of a fixed yarn length (fine denier fiber) was measured with the vibroscope.
【0027】[繊維強力 cN、強度cN/dtex、
伸度 %]予め温度20℃、相対湿度65%の雰囲気下
で24時間繊維を放置して調湿したのち、単繊維を試長
10cm、引張速度5cm/分としてインストロン試験
機「島津製作所製オートグラフ」にて繊維強力を測定
し、該強力を繊度で除して強度を求めた。伸度は、単繊
維破断(cm)/把持長(cm)×100により算出し
た。なお繊維長が10cmより短い場合は、そのサンプ
ルの可能な範囲での最大長さを把持長として測定するこ
ととする。[Fiber strength cN, strength cN / dtex,
Elongation%] After preliminarily leaving the fibers in an atmosphere of a temperature of 20 ° C. and a relative humidity of 65% for 24 hours to adjust the humidity, single fibers are set to have a test length of 10 cm and a pulling speed of 5 cm / min, and the Instron tester “Shimadzu The fiber strength was measured by "Autograph", and the strength was calculated by dividing the strength by the fineness. The elongation was calculated by breaking the single fiber (cm) / holding length (cm) × 100. When the fiber length is shorter than 10 cm, the maximum length of the sample in the possible range is measured as the gripping length.
【0028】[濾水度(CSF) ml]パルプの濾水
度試験方法JIS P8121−1976のカナダ標準
型に準じて測定し、スラリー濃度0.4重量%、温度2
0℃に補正した平均値をCSFとして評価した。[Freeness (CSF) ml] Pulp freeness test method Measured according to the Canadian Standard Model of JIS P8121-1976, slurry concentration 0.4 wt%, temperature 2
The average value corrected to 0 ° C. was evaluated as CSF.
【0029】[最大曲げ強度(P1) MPa、最小曲
げ強度(P2)、最大曲げ強度P1を示す撓み(δ)
cm]水硬性材料スラリーを下記の標準抄造法により標
準成形体を製造し、ポリエチレンシートに包んで50
℃、飽和湿度条件下で24時間予備養生し、次いで20
℃、飽和湿度条件下で27日養生した材齢28日後の試
験体を幅45mm、長さ220mmの長方形に切り出し
20℃65RH%の室内で7日間放置して調湿し、以下
の条件で3等分点曲げ試験による曲げ試験を行い、最大
荷重発生時の曲げ応力を曲げ強度とし、繊維配向方向の
曲げ強度を最大曲げ強度P1、繊維配向方向と垂直方向
の曲げ強度を最小曲げ強度P2、荷重−撓み曲線におい
て該最大曲げ強度P1を示す撓みをδとして評価した。
標準抄造法:ハチェックによる丸網抄造法により成形
し、養生、調湿後の厚みが7mm±0.5mmとなるよ
うに抄造シート14枚をメーキングローラーに巻き取
り、5MPaの圧力でプレス搾液する。
曲げ試験:
装置 島津オートグラフAG5000−B
試料 幅45mm、厚さ7mm、長さ220mmの大き
さに、抄造方向を長さ方向として切り出したもの
試験速度(載荷ヘッドスピード) 2mm/分
3等分点曲げスパン 18cm[Maximum bending strength (P1) MPa, minimum bending strength (P2), maximum bending strength P1 indicating flexure (δ)
cm] The hydraulic material slurry is used to produce a standard molded body by the standard paper-making method described below, and the standard molded body is wrapped in a polyethylene sheet for 50 minutes.
Pre-cured for 24 hours at ℃ and saturated humidity, then 20
A specimen aged 28 days after curing at 27 ° C and saturated humidity for 28 days was cut into a rectangle with a width of 45 mm and a length of 220 mm, and the humidity was adjusted by leaving it in a room at 20 ° C and 65 RH% for 7 days. A bending test is performed by the equal point bending test, the bending stress when the maximum load is generated is the bending strength, the bending strength in the fiber orientation direction is the maximum bending strength P1, the bending strength in the direction perpendicular to the fiber orientation direction is the minimum bending strength P2, The deflection showing the maximum bending strength P1 in the load-deflection curve was evaluated as δ. Standard papermaking method: 14 papermaking sheets are wound on a making roller so that the thickness after curing and humidity control is 7 mm ± 0.5 mm after being molded by the cylinder net method by Haschek, and pressed by pressing at 5 MPa. To do. Bending test: Equipment Shimadzu Autograph AG5000-B Sample width 45 mm, thickness 7 mm, length 220 mm cut out with the papermaking direction as the length direction Test speed (loading head speed) 2 mm / min. Bending span 18 cm
【0030】[標準引張試験法]上記と同様な方法で厚
さ7mmの板を抄造し養生する。該抄造板から幅40m
m、長さ330mmの試料を切り出し、調湿を行う。
引張試験:
装置 インストロン5566(島津製作所製)
試料 幅40mm、厚さ7mm、長さ330mmの大き
さに、抄造方向を長さ方向として切り出したもの
把持長 200mm
試験速度 0.5mm/分
で引張試験を実施し、その最大引張強度と最大引張強度
時の引張タフネスを求めた。[Standard Tensile Test Method] A plate having a thickness of 7 mm is made into paper and cured by the same method as described above. 40m width from the papermaking board
A sample of m and a length of 330 mm is cut out and subjected to humidity control. Tensile test: Device Instron 5566 (manufactured by Shimadzu Corporation) Sample Width 40 mm, thickness 7 mm, length 330 mm cut out with the papermaking direction as the length direction Gripping length 200 mm Test speed 0.5 mm / min The test was performed, and the maximum tensile strength and the tensile toughness at the maximum tensile strength were obtained.
【0031】[実施例1〜4、比較例1〜2]予備攪拌
機に水500リットルを投入して攪拌機を攪拌させ、針
葉樹パルプ(CSF 100ml)1.5kg(固形分
中で3重量%)を添加し、次いでセメント87〜89重
量%、シリカヒューム5重量%、セピオライト1重量%
を順次添加し、最後に表1に記載の条件のPVA系合成
繊維を2〜4重量%添加し、攪拌した後に得られた濃度
10重量%のスラリーをチェストに移送した。次いでフ
ィードタンクから丸網部にスラリーを供給し、希釈水
(白水)によって濃度5重量%とし、ミニハチェックマ
シンを用いて抄造を行った。次いで得られたシート15
〜17枚をメーキングローラーに巻き取り、5MPaの
圧力でプレス搾液し、ポリエチレンシートに包み50
℃、飽和湿度条件下で24時間養生し、さらに20℃、
飽和湿度条件下の環境下に開放状態で調湿した。得られ
た成形体は厚さ6.8〜7.2mm、密度1.62〜
1.68g/cm3のスレート板からなる床材用抄造板
であった。かかる床材用抄造板の性能を表2に示す。な
お普通セメントは「秩父小野田製 普通ポルトランドセ
メント」、シリカヒュームはエルケム社製「エルケム9
40U」、セピオライトは昭和工業社製「ミルコンS
S」を用いた。補強繊維の種別と量およびその他の材料
について表2に、床材用抄造板の物性とともに一覧とし
て示した。[Examples 1 to 4 and Comparative Examples 1 and 2] 500 liters of water was put into a preliminary stirrer to stir the stirrer, and 1.5 kg of softwood pulp (CSF 100 ml) (3% by weight in solid content). Added, then 87-89% by weight cement, 5% by weight silica fume, 1% by weight sepiolite
Was sequentially added, and finally 2 to 4% by weight of PVA-based synthetic fiber under the conditions shown in Table 1 was added, and after stirring, a slurry having a concentration of 10% by weight was transferred to a chest. Next, the slurry was supplied from the feed tank to the gauze portion, the concentration was adjusted to 5% by weight with dilution water (white water), and papermaking was performed using a Mini-Hascheck machine. The obtained sheet 15
Approximately 17 sheets are wound on a making roller, pressed and squeezed at a pressure of 5 MPa, and wrapped in a polyethylene sheet 50
Aged at ℃ and saturated humidity for 24 hours, then at 20 ℃,
The humidity was controlled in an open state under an environment of saturated humidity. The obtained molded product has a thickness of 6.8 to 7.2 mm and a density of 1.62.
The papermaking plate for flooring was a slate plate of 1.68 g / cm 3 . Table 2 shows the performance of the papermaking plate for flooring. Ordinary cement is "Chichibu Onoda Ordinary Portland Cement", and silica fume is Elchem 9 "Elchem 9".
40U ", sepiolite is" Milcon S "manufactured by Showa Kogyo Co., Ltd.
S "was used. The types and amounts of the reinforcing fibers and other materials are listed in Table 2 together with the physical properties of the flooring papermaking board.
【0032】[0032]
【表1】 [Table 1]
【0033】[0033]
【表2】 [Table 2]
【0034】実施例1〜4、および比較例1〜3のシー
ト(幅50cm、長さ100cm)を50℃で24時
間、飽和湿度条件下で養生し、次いで20℃で27日
間、飽和湿度条件下で養生したものから100mm×4
00mmの長方形を切り出し、100mm×100mm
×400mmの鉄製型枠の底に敷き、セメント接着剤
(日本化成(株)製、「NSハイフレックス HF−1
000」)を塗布し、次いでその上から表3の配合のコ
ンクリートを流しこんだ。また比較例3としてシートな
しで表3の配合のコンクリートのみを流しこんだ、24
時間後に脱型して水中での養生を27日間行い、床材を
作製した。これを島津万能試験機を使用して、抄造板が
試験体の底になるよう配置し、スパン300mmとし
て、3等分曲げ試験を行い、クラック発生後の曲げ荷
重、曲げたわみ量、曲げタフネスを測定した。その結果
を表4に示す。The sheets of Examples 1 to 4 and Comparative Examples 1 to 3 (width 50 cm, length 100 cm) were aged at 50 ° C. for 24 hours under saturated humidity conditions, and then at 20 ° C. for 27 days under saturated humidity conditions. 100mm x 4 from the one cured below
Cut out a rectangle of 00 mm, 100 mm x 100 mm
It is laid on the bottom of a 400 mm iron formwork, and cement adhesive (Nippon Kasei Co., Ltd. "NS High Flex HF-1
000 ") and then poured concrete from above with the formulation of Table 3. In addition, as Comparative Example 3, only the concrete having the composition of Table 3 was poured without a sheet, 24
After a lapse of time, it was demolded and cured in water for 27 days to prepare a floor material. Using a Shimadzu universal testing machine, arrange this so that the papermaking plate is at the bottom of the test piece, and make a span of 300 mm, and perform a three-part bending test to determine the bending load, bending deflection, and bending toughness after cracking. It was measured. The results are shown in Table 4.
【0035】表4に示すように、実施例1〜4のシート
を用いた積層床材は比較例1〜2のシートを用いた積層
床材あるいは比較例3のシートを積層しないで作製した
床材に比べて、曲げタフネス値が高く、すなわち優れた
靭性を示していることがわかる。As shown in Table 4, the laminated flooring material using the sheets of Examples 1 to 4 is the flooring material prepared by not laminating the laminated flooring material using the sheets of Comparative Examples 1 and 2 or the sheet of Comparative Example 3. It can be seen that the bending toughness value is higher than that of the material, that is, excellent toughness is exhibited.
【0036】[0036]
【表3】 [Table 3]
【0037】[0037]
【表4】 [Table 4]
【0038】[0038]
【発明の効果】本発明のPVA系合成繊維を補強繊維と
して含有した床材用水硬性抄造板は、従来のPVA系合
成繊維を補強繊維として含有した床材用水硬性抄造板に
比べて曲げ強度、曲げ靭性(撓み)、引張強度、引張伸
度、引張タフネスに優れる。また本発明の床材用水硬性
抄造板を用いた床材は曲げタフネス値が高く、極めて良
好な靭性を示し、コンクリートの脆さが改善される。し
たがって本発明の床材用水硬性抄造板を組み合わせて使
用すれば、従来の床の高強度化、特に靭性向上に寄与す
ることが大である。INDUSTRIAL APPLICABILITY The hydraulic papermaking plate for flooring material containing the PVA synthetic fiber of the present invention as the reinforcing fiber has a bending strength higher than that of the conventional hydraulic papermaking sheet for flooring containing the PVA synthetic fiber as the reinforcing fiber. Excellent in bending toughness (flexure), tensile strength, tensile elongation and tensile toughness. Further, the flooring material using the hydraulic papermaking plate for flooring material of the present invention has a high bending toughness value, exhibits extremely good toughness, and improves brittleness of concrete. Therefore, when the hydraulic papermaking plate for flooring of the present invention is used in combination, it largely contributes to the increase in strength of the conventional floor, particularly to the improvement of toughness.
───────────────────────────────────────────────────── 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) (C04B 28/04 C04B 16:06 B 16:06 E ) 111:60 111:60 (72)発明者 浜田 敏裕 岡山県岡山市海岸通1丁目2番1号 株式 会社クラレ内 Fターム(参考) 2E162 CA01 CA11 CA13 FD06 4G012 PA06 PA08 PA22 PA24 PA29 PB04 PC11 PC12 PE04 4L055 AA02 AF21 AG04 AG99 AH01 AH37 BE14 BF02 EA07 EA08 EA16 EA32 FA13 FA23 FA30 GA23 GA24 GA38 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) (C04B 28/04 C04B 16:06 B 16:06 E) 111: 60 111: 60 (72) Inventor Hamada Toshihiro 1-2-1 Kaigandori, Okayama City, Okayama Prefecture F-term in Kuraray Co., Ltd. (reference) 2E162 CA01 CA11 CA13 FD06 4G012 PA06 PA08 PA22 PA24 PA29 PB04 PC11 PC12 PE04 4L055 AA02 AF21 AG04 AG99 AH01 AH37 BE14 BF02 EA07 EA08 EA08 FA13 FA23 FA30 GA23 GA24 GA38
Claims (4)
るように用いられ、かつ下記1)〜3)の条件を満足す
る補強繊維を1〜10重量%/抄造板含有し、下記4)
の条件を満足する厚さ6〜15mmの床材用水硬性抄造
板。 1)該補強繊維がポリビニルアルコール系合成繊維であ
ること、 2)該補強繊維の繊度が6〜30dtex、繊維長が6
〜20mmであること、 3)該補強繊維の強力が100cN以上、伸度が5〜1
0%であること、 4)床材用水硬性抄造板の繊維配向方向の曲げ強度が3
0MPa以上かつ繊維配向方向と垂直方向の曲げ強度が
20MPa以上であり、且つ繊維配向方向の引張強度が
10MPa以上、引張伸度が0.5%以上、引張タフネ
スが6MPa−%以上であること、1. A reinforcing fiber which is used as a laminate with a plate material made of a hydraulic material and which satisfies the conditions 1) to 3) below is contained in an amount of 1 to 10% by weight / papermaking plate and the following 4 )
A hydraulic papermaking board for a flooring material having a thickness of 6 to 15 mm which satisfies the above condition. 1) The reinforcing fiber is a polyvinyl alcohol-based synthetic fiber, 2) the fineness of the reinforcing fiber is 6 to 30 dtex, and the fiber length is 6
˜20 mm, 3) Strength of the reinforcing fiber is 100 cN or more, and elongation is 5-1.
0) 4) Bending strength in the fiber orientation direction of the hydraulic papermaking board for flooring is 3
0 MPa or more and the bending strength in the direction perpendicular to the fiber orientation direction is 20 MPa or more, the tensile strength in the fiber orientation direction is 10 MPa or more, the tensile elongation is 0.5% or more, and the tensile toughness is 6 MPa-% or more,
プレートの代替として用い、その上面に硬化前の水硬性
材料を流し込み、硬化させる積層床材の製造方法。2. A method for producing a laminated floor material, wherein the hydraulic papermaking plate for flooring according to claim 1 is used as an alternative to a deck plate, and a hydraulic material before curing is poured onto the upper surface of the deck plate and cured.
下面に使用し、その間に硬化前の水硬性材料を流し込
み、硬化させる積層床材の製造方法。3. The hydraulic papermaking plate for flooring according to claim 1,
A method for producing a laminated flooring material, which is used for a lower surface, in which a hydraulic material before curing is poured and cured.
材料からなる板材の上面、下面又は上下両面に積層した
積層床材。4. A laminated floor material in which the hydraulic papermaking sheet for floor material according to claim 1 is laminated on the upper surface, the lower surface or both upper and lower surfaces of a plate material made of a hydraulic material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001369703A JP3887220B2 (en) | 2001-12-04 | 2001-12-04 | Hydraulic paperboard for flooring and flooring using the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001369703A JP3887220B2 (en) | 2001-12-04 | 2001-12-04 | Hydraulic paperboard for flooring and flooring using the same |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2003171163A true JP2003171163A (en) | 2003-06-17 |
JP3887220B2 JP3887220B2 (en) | 2007-02-28 |
Family
ID=19179053
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001369703A Expired - Fee Related JP3887220B2 (en) | 2001-12-04 | 2001-12-04 | Hydraulic paperboard for flooring and flooring using the same |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3887220B2 (en) |
-
2001
- 2001-12-04 JP JP2001369703A patent/JP3887220B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP3887220B2 (en) | 2007-02-28 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US6723162B1 (en) | Concrete comprising organic fibres dispersed in a cement matrix, concrete cement matrix and premixes | |
US6572697B2 (en) | Fiber cement building materials with low density additives | |
KR100921164B1 (en) | A bearing wall board and a method of producing the same | |
EP2256099B1 (en) | Fiber cement board with modified fiber | |
US20220250981A1 (en) | Cellulose fibril-enhanced repair mortars | |
WO2006025331A1 (en) | Inorganic plate and process for production thereof | |
Booya et al. | Free and restrained plastic shrinkage of cementitious materials made of engineered kraft pulp fibres | |
Li et al. | Potential use of strain hardening ECC in permanent formwork with small scale flexural beams | |
UA123163C2 (en) | Gypsum board | |
JP4648668B2 (en) | Inorganic board and method for producing the same | |
CN106278051B (en) | A kind of shock resistance composite board and preparation method thereof | |
JPH0632643A (en) | Hydraulic inorganic composition | |
JP2003252668A (en) | Hydraulic sheet for water storage tank wall material and water storage tank wall material using it | |
JP2003171163A (en) | Hydraulic sheet-manufactured board for floor material, and floor material obtained by using the same | |
WO2006025131A1 (en) | Inorganic board and process for producing the same | |
JP2003105910A (en) | Permanent form | |
KR100838490B1 (en) | Light-weight panel with high strength for access floor and preparation thereof | |
JP2003267768A (en) | Hydraulic board formed by wet process for building wall material and building wall using it | |
JP3763614B2 (en) | Inorganic curable composition, inorganic molded body, and method for producing the same | |
JP2006112038A (en) | Fiber-reinforced external heat insulating construction method material | |
JP4667998B2 (en) | Non-asbestos hydraulic paperboard | |
JP3902097B2 (en) | Joining member for formwork | |
JP4219852B2 (en) | Bearing wall and steel house | |
JP2006069806A (en) | Inorganic board and its manufacturing method | |
KR20230046348A (en) | Composite slab for reducing interlayer noise |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20060724 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20060801 |
|
A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20060929 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20061031 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20061124 |
|
R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 Ref document number: 3887220 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091201 Year of fee payment: 3 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101201 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101201 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20111201 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121201 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121201 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20131201 Year of fee payment: 7 |
|
LAPS | Cancellation because of no payment of annual fees |