JP2002274903A - Reinforcing fiber for plastering material, plastering material and method - Google Patents

Reinforcing fiber for plastering material, plastering material and method

Info

Publication number
JP2002274903A
JP2002274903A JP2001194463A JP2001194463A JP2002274903A JP 2002274903 A JP2002274903 A JP 2002274903A JP 2001194463 A JP2001194463 A JP 2001194463A JP 2001194463 A JP2001194463 A JP 2001194463A JP 2002274903 A JP2002274903 A JP 2002274903A
Authority
JP
Japan
Prior art keywords
fiber
plastering
plastering material
reinforcing fiber
reinforcing
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
JP2001194463A
Other languages
Japanese (ja)
Inventor
Rentarou Nanba
蓮太郎 難波
Yuzuru Honda
本田  譲
Eizo Goto
栄三 後藤
Takahiro Okubo
隆弘 大久保
Yasushi Shiraishi
靖 白石
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.)
ASUTON ENTERPRISE KK
NANBA KENCHIKU KENKYUSHITSU KK
SUZUKI KENTO KOGYO KK
Toray Industries Inc
Original Assignee
ASUTON ENTERPRISE KK
NANBA KENCHIKU KENKYUSHITSU KK
SUZUKI KENTO KOGYO KK
Toray Industries Inc
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 ASUTON ENTERPRISE KK, NANBA KENCHIKU KENKYUSHITSU KK, SUZUKI KENTO KOGYO KK, Toray Industries Inc filed Critical ASUTON ENTERPRISE KK
Priority to JP2001194463A priority Critical patent/JP2002274903A/en
Publication of JP2002274903A publication Critical patent/JP2002274903A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B16/00Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/04Macromolecular compounds
    • C04B16/06Macromolecular compounds fibrous
    • C04B16/0675Macromolecular compounds fibrous from polymers obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B16/0691Polyamides; Polyaramides
    • 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
    • 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
    • C04B2111/34Non-shrinking or non-cracking materials
    • C04B2111/343Crack resistant materials

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To prevent the occurrence or expansion of crazes after plastering. SOLUTION: The reinforcing fiber for the plastering material consisting of a polyamide fiber having single yarn fineness of 4 to 50 dtex, a fiber length of 3 to 50 mm, elongation of at least 15% and tenacity of at least over 3 cN/ dtext is added into the plastering material in such a manner that the fiber is incorporated at 0.03 to 3.0 wt.% into the binder of the material.

Description

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

【0001】[0001]

【発明が属する技術分野】本発明は、 左官工事に使用
した水硬性および/または気硬性結合材からなるペース
ト、モルタルまたはコンクリート状の硬化物を補強する
左官材料用補強繊維、補強繊維を含む左官材料および左
官施工方法に関する。詳しくは、セメントモルタル、石
灰モルタル、漆喰、石膏プラスタ、土物壁用材料、コン
クリート等の左官材料に混和してこれらを強化する補強
繊維、補強繊維を含む左官材料および左官施工方法に関
し、具体的には、鏝塗り、ローラー掛けおよび吹付けに
仕上げられる内外装の床、壁、天井等の建築部位に用い
る左官材料およびタイル、石張り等の張付けに用いる左
官材料、その施工方法、およびこれらに混和するための
左官材料用補強繊維に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plastering material for reinforcing a paste, a mortar, or a concrete-like cured product made of a hydraulic and / or air-hardening binder used for plastering work, and a plasterer containing the reinforcing fiber. Materials and plastering methods. For details, concrete fibers, plastering materials containing reinforcing fibers, plastering materials including reinforcing fibers, and plastering methods are described. There are plastering materials used for building parts such as floors, walls, ceilings, etc. of interior and exterior that are finished with trowel coating, roller hanging and spraying, plastering materials used for sticking tiles, stone upholstery, etc., and their construction methods, and The present invention relates to a reinforcing fiber for plastering material to be mixed.

【0002】[0002]

【従来の技術】従来から広く左官材料として用いられて
いるモルタル、漆喰等の水硬性および気硬性結合材の硬
化物は、圧縮強度、耐久性、不燃性等の優れた性質に加
え安価であって、建築や土木の分野に大量に利用されて
いる。他方、脆性物質であるため耐屈曲性が著しく低
く、引張り、曲げ等の応力が加わると容易に破損した
り、ひび割れが入り、また耐衝撃性が弱い等の欠点を有
している。そこで、このような欠点を補うため繊維状物
質を添加する方法が試みられてきた。その代表的な例が
鋼繊維による補強である。ところが、鋼繊維は比重が大
きく左官材料としては重く作業性が悪い。また、鋼繊維
は左官施工表面に突出しやすく表面仕上げが難しい上、
安全の面からもマイナスになる。さらに、鋼繊維は、時
間とともに施工表面部分の鋼繊維の発錆により外観が悪
化し、また補強性能が低下する欠点がある。
2. Description of the Related Art A cured product of a hydraulic and air-hardening binder, such as mortar and plaster, which has been widely used as a plastering material, is inexpensive in addition to excellent properties such as compressive strength, durability and nonflammability. It is widely used in the fields of architecture and civil engineering. On the other hand, since it is a brittle substance, it has extremely low flex resistance, and has drawbacks such as being easily broken or cracked when subjected to stresses such as tension and bending, and having poor impact resistance. Therefore, a method of adding a fibrous substance has been attempted to compensate for such a defect. A typical example is reinforcement with steel fibers. However, steel fibers have a large specific gravity and are heavy as plastering materials, and workability is poor. In addition, steel fiber easily projects on the plastering surface, making surface finishing difficult,
It will also be negative from the aspect of safety. Further, the steel fiber has the drawback that the appearance deteriorates due to rusting of the steel fiber on the construction surface with time, and the reinforcing performance decreases.

【0003】さらに、補強材としてポリオレフィン系や
ポリ塩化ビニル系の短繊維を配合することも試みられて
いるが、これらの繊維はマトリックスとの親和力が低く
接着力に劣り十分な補強効果が得られなかった。このほ
か、マトリックスとの親和性が高く接着力には優れたビ
ニロン繊維も用いられているが、タフネス性に劣ること
から、左官材料用補強繊維として必ずしも最適ではなか
った。また、ガラス繊維は耐アルカリ性に劣り、炭素繊
維は左官材料との付着性に問題があり、さらにガラス繊
維および炭素繊維はタフネス性に劣ることから、左官材
料用補強繊維として必ずしも最適ではなかった。
Attempts have also been made to blend short fibers of a polyolefin or polyvinyl chloride type as a reinforcing material, but these fibers have a low affinity with the matrix and are inferior in adhesive strength, so that a sufficient reinforcing effect can be obtained. Did not. In addition, a vinylon fiber having a high affinity for the matrix and excellent adhesive strength is used, but is not necessarily optimal as a reinforcing fiber for plastering materials due to poor toughness. Further, glass fibers are inferior in alkali resistance, carbon fibers have a problem in adhesion to plastering materials, and glass fibers and carbon fibers are inferior in toughness. Therefore, they are not always optimal as reinforcing fibers for plastering materials.

【0004】[0004]

【発明が解決しようとする課題】本発明は、左官材料中
での分散が良好、かつ、左官工事施工後のひび割れ、あ
るいはひび割れの拡大を防止する、また耐屈曲性に優れ
る補強効果の高い左官材料用補強繊維、左官材料および
左官施工方法の提供を課題に研究の結果、完成されたも
のである。
DISCLOSURE OF THE INVENTION The present invention provides a plasterer which has good dispersion in plastering materials, prevents cracks or the spread of cracks after plastering work, and has high reinforcing effect and excellent bending resistance. It was completed as a result of research on the provision of reinforcing fibers for materials, plastering materials and plastering methods.

【0005】[0005]

【課題を解決するための手段】本発明は、前記の課題を
解決するため、単糸繊度が4〜50dtex、繊維長が
3〜50mm、伸度が少なくとも15%、強度が3cN
/dtexを超えるポリアミド繊維からなることを特徴
とする左官材料用補強繊維を提供する。好ましくは、単
糸繊度が5〜30dtex、繊維長が5〜40mm、伸
度が少なくとも20%、強度が5.5cN/dtexを
超えるポリアミド繊維からなることを特徴とする左官材
料用補強繊維を提供する。
In order to solve the above-mentioned problems, the present invention has a single fiber fineness of 4 to 50 dtex, a fiber length of 3 to 50 mm, an elongation of at least 15%, and a strength of 3 cN.
The present invention provides a reinforcing fiber for plastering material, characterized by comprising a polyamide fiber exceeding / dtex. Preferably, there is provided a reinforcing fiber for plastering material, comprising a polyamide fiber having a single fiber fineness of 5 to 30 dtex, a fiber length of 5 to 40 mm, an elongation of at least 20%, and a strength exceeding 5.5 cN / dtex. I do.

【0006】前記の左官材料用補強繊維は、好ましくは
繊度が異なる2種類以上のものを混合して用い、あるい
は、繊維長が異なる2種類以上の前記左官材料用補強繊
維を混合して用いるとよい。また、前記左官材料用補強
繊維は、収縮低減剤、AE剤、膨張剤および低級アルコ
ールからなる群の中から選ばれた少なくとも1種を付着
させることによって、より効果的に利用することができ
る。そして、前記左官材料用補強繊維を練り混ぜ前の左
官材料にプレミックスしておいて利用することもでき
る。
The reinforcing fibers for plastering materials are preferably used by mixing two or more types of fibers having different finenesses, or by mixing and using two or more types of reinforcing fibers for plastering materials having different fiber lengths. Good. Further, the reinforcing fiber for plaster material can be used more effectively by attaching at least one selected from the group consisting of a shrinkage reducing agent, an AE agent, a swelling agent and a lower alcohol. The reinforcing fiber for plastering material can be used by being premixed with the plastering material before kneading.

【0007】また、本発明は、左官材料中の結合材に対
し前記した左官材料用補強繊維を0.03〜3.0wt
%の割合で、水と混合前の左官材料にプレミックスした
後水と混合し、または左官材料と水との混合物に混和
し、施工することを特徴とする左官施工方法を提供す
る。
Further, according to the present invention, the reinforcing fiber for plastering material is added to the binder in the plastering material in an amount of 0.03 to 3.0 wt.
The present invention provides a plastering method comprising premixing a plaster material before mixing with water at a ratio of 0.1% and then mixing with water or mixing with a mixture of plaster material and water.

【0008】[0008]

【発明の実施の形態】以下、本発明を、さらに詳しく具
体的に説明する。なお、本発明において繊維強度はJI
S L1070記載の方法に準拠して測定した値であ
る。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in more detail. In the present invention, the fiber strength is JI
It is a value measured according to the method described in SL1070.

【0009】本発明の左官材料用補強繊維には、ポリア
ミドからなる、あるいは主にポリアミドを含んだポリア
ミド繊維を用いるが、中でもいわゆるナイロン繊維が好
ましく用いられる。ナイロンとしては、ナイロン6、ナ
イロン66、高収縮性共重合ナイロン、柔軟性共重合ナ
イロンなどがあげられる。
As the reinforcing fiber for plastering material of the present invention, a polyamide fiber made of polyamide or mainly containing polyamide is used. Among them, a so-called nylon fiber is preferably used. Examples of nylon include nylon 6, nylon 66, highly shrinkable copolymerized nylon, and flexible copolymerized nylon.

【0010】使用される補強繊維の単糸繊度は、一般的
には4〜50dtexの範囲であるが、5〜30dte
xの範囲が好ましく、とくに8〜25dtexのものが
好ましい。繊維径が4dtex未満では、繊度が小さす
ぎて左官材料中での分散が不均一になりファイバーボー
ルを作り、施工性や補強強度に問題を生じる傾向があ
る。一方、50dtexを超えると、繊維とマトリック
スとの接着面積が少なくなり補強効果を十分に発現でき
なくなる。また、マトリックスに漆喰等を用いた場合、
剛性が高くなって施工時に鏝で抑えても補強繊維が表面
に突出し、外観上も好ましくない。繊維長は、通常3〜
50mm程度のものを使用するが、好ましくは5〜40
mm、さらに好ましくは10〜25mmのものを使用す
る。3mm未満では左官材料の面連結補強に乏しくな
り、50mmを超えると分散性が悪くなる傾向にある。
The single fiber fineness of the reinforcing fibers used is generally in the range of 4 to 50 dtex, but is preferably 5 to 30 dte.
The range of x is preferred, and those of 8 to 25 dtex are particularly preferred. If the fiber diameter is less than 4 dtex, the fineness is too small, the dispersion in the plaster material becomes uneven, and a fiber ball is produced, which tends to cause problems in workability and reinforcement strength. On the other hand, if it exceeds 50 dtex, the bonding area between the fiber and the matrix decreases, and the reinforcing effect cannot be sufficiently exhibited. Also, when using plaster or the like for the matrix,
When the rigidity is increased, the reinforcing fibers protrude from the surface even if they are held down with a trowel during construction, which is not preferable in appearance. Fiber length is usually 3 ~
The one having a diameter of about 50 mm is used, preferably 5 to 40 mm.
mm, more preferably 10 to 25 mm. If it is less than 3 mm, the surface connection reinforcement of the plastering material is poor, and if it exceeds 50 mm, the dispersibility tends to be poor.

【0011】本発明の左官材料用補強繊維には、伸度が
少なくとも15%、好ましくは20%以上、強度は少な
くとも3cN/dtex、好ましくは5.5cN/dt
ex以上のものを使用する。伸度が15%に達しない補
強繊維は、内・外装用左官材料に混入しても十分な延
性、靱性を付与することができなくなり、ひび割れ防止
およびひび割れの進展防止効果が不充分になる。また、
強度が3cN/dtex以上でないと左官材料用補強繊
維として満足な曲げおよび引張り強度向上効果が得られ
ないようになる。伸度は50%を超えると、ひび割れの
進展防止効果が弱くなりやすいので15%以上50%未
満の範囲にあるとより好ましく、20%以上40%未満
の範囲内にあるとさらに好ましい。
The reinforcing fiber for plastering material of the present invention has an elongation of at least 15%, preferably at least 20%, and a strength of at least 3 cN / dtex, preferably 5.5 cN / dt.
Use more than ex. Reinforcing fibers whose elongation does not reach 15% cannot provide sufficient ductility and toughness even when mixed with the plastering material for interior / exterior use, and the effect of preventing cracks and preventing the progress of cracks becomes insufficient. Also,
If the strength is not more than 3 cN / dtex, the effect of improving bending and tensile strength as a reinforcing fiber for plastering material cannot be obtained. If the elongation exceeds 50%, the effect of preventing the growth of cracks tends to be weakened. Therefore, the elongation is more preferably in the range of 15% to less than 50%, and further preferably in the range of 20% to less than 40%.

【0012】本発明左官材料用補強繊維に用いるポリア
ミド繊維の断面形状は、円形に限られず、目的によって
は三角形、楕円形、Y字形、中空形等のいわゆる異形断
面糸を好ましく使用することができる。
The cross-sectional shape of the polyamide fiber used for the reinforcing fiber for plastering material of the present invention is not limited to a circle, and a so-called irregular cross-section yarn such as a triangle, an ellipse, a Y-shape, and a hollow shape can be preferably used depending on the purpose. .

【0013】さらに、本発明の左官材料用補強繊維は、
いわゆるデニールミックス、すなわち単糸繊度が4〜5
0dtexの間にあって、繊度の異なる本発明左官材料
用補強繊維を2種類以上、混合して使用することができ
る。繊度の異なる本発明補強繊維を使用することによっ
て、マトリックス中での分散性がよくなるという利点が
ある。混合する補強繊維の繊度は、繊度比で1.5〜4
倍の範囲が好ましい。
Further, the reinforcing fiber for plastering material of the present invention comprises:
What is called a denier mix, that is, the single yarn fineness is 4 to 5
Between 0 dtex, two or more types of reinforcing fibers for plastering material of the present invention having different fineness can be mixed and used. By using the reinforcing fibers of the present invention having different fineness, there is an advantage that dispersibility in a matrix is improved. The fineness of the reinforcing fiber to be mixed is 1.5 to 4 in fineness ratio.
A double range is preferred.

【0014】また、長さの異なる2種類以上の本発明左
官材料用補強繊維を混合して使用してもよい。すなわ
ち、繊維長が3〜50mmの範囲にあって長さの異なる
2種類以上の左官材料用補強繊維を混合して、あるいは
長さが3〜50mmの範囲内に分布しているものを好ま
しく使用することができる。長さの異なる補強繊維を使
用することによって、マトリックス中での分散性を改善
することができる。混合する補強繊維の長さの比率は
1.5〜4倍の範囲が好適である。
Further, two or more kinds of reinforcing fibers for plastering materials of the present invention having different lengths may be mixed and used. That is, preferably, two or more types of reinforcing fibers for plastering materials having different fiber lengths in the range of 3 to 50 mm are mixed, or those having a length distributed in the range of 3 to 50 mm are preferably used. can do. By using reinforcing fibers of different lengths, the dispersibility in the matrix can be improved. The ratio of the lengths of the reinforcing fibers to be mixed is preferably in the range of 1.5 to 4 times.

【0015】また、前記左官材料用補強繊維は、モルタ
ル等の水硬性および/または気硬性結合材に対する添加
剤や補強繊維表面改質剤と混用することによって補強繊
維の効果と添加剤の効果を相乗的に向上させることがで
きる。
[0015] The reinforcing fiber for plastering material can be mixed with an additive for a hydraulic and / or air-hardening binder such as mortar or a reinforcing fiber surface modifier to reduce the effect of the reinforcing fiber and the effect of the additive. It can be improved synergistically.

【0016】これらの添加剤はあらかじめ使用する補強
繊維に付着させておくとよい。とくに、モルタル調合に
必要な収縮低減剤、AE剤、膨張剤および低級アルコー
ルからなる群の中から選ばれた少なくとも1種を付着さ
せた補強繊維は、施工現場等でこれらの添加剤を一々計
量し調合する手間を省くことができるので、省力化と迅
速な施工に非常に効果的である。上記の添加剤に含まれ
ない添加剤を付着させてもよい。添加剤の付着は、フィ
ラメント、ステープルの製造段階、例えばオイリング時
に付与してもよく、また製造した補強繊維に添加剤を含
む溶液類を噴霧し、あるいは添加剤含有溶液中に浸漬し
乾燥するなど、添加剤の性状を勘案して適宜に公知の方
法を選択、実施することができる。
These additives are preferably previously attached to the reinforcing fibers used. In particular, reinforcing fibers to which at least one selected from the group consisting of a shrinkage reducing agent, an AE agent, a swelling agent, and a lower alcohol necessary for mortar preparation are adhered, these additives are weighed one by one at a construction site or the like. It is very effective for labor saving and quick construction because the time required for compounding can be saved. An additive that is not included in the above additives may be attached. Adhesion of the additive may be applied at the stage of producing filaments and staples, for example, at the time of oiling, or by spraying a solution containing the additive on the produced reinforcing fiber, or dipping in a solution containing the additive and drying. A known method can be appropriately selected and performed in consideration of the properties of the additive.

【0017】さらに、本発明ではポリアミド繊維の製造
工程や加工工程から排出される屑糸、屑綿、衣料屑等を
適宜に分別、回収してリサイクル使用してもよい。繊維
表面に界面活性剤等による表面処理が施されているもの
は左官材料中での分散性に優れるという特長がある。
Further, in the present invention, waste thread, waste cotton, clothing waste, and the like discharged from the production and processing steps of the polyamide fiber may be appropriately separated, collected, and recycled. A fiber whose surface is treated with a surfactant or the like has a feature of being excellent in dispersibility in plastering materials.

【0018】以上に説明した左官材料用補強繊維は、練
り混ぜ前の左官材料にプレミックスしておいて、手軽に
利用することもできる。
The plastering material reinforcing fibers described above can be premixed with the plastering material before kneading and used easily.

【0019】前記本発明の左官材料用補強繊維は、セメ
ントモルタル、石灰モルタル、漆喰、石膏プラスタ、土
物壁用材料、コンクリート等の左官材料に適量を混和し
て用いる。混和量は使用目的によって異なるが、通常、
補強繊維は左官材料に含まれるセメント等の結合材に対
する補強繊維の割合が、0.03〜3.0wt%、好ま
しくは0.1〜2.0wt%となるように左官材料中に
配合するとよい。0.03wt%未満では、ひび割れ防
止効果や強度補強が十分でなく、3.0wt%を超える
とマトリックス中での分散性が悪くなり、したがって補
強効果が減少するとともに施工が煩雑になりやすい。
The reinforcing fiber for plastering material of the present invention is used by mixing an appropriate amount with plastering materials such as cement mortar, lime mortar, plaster, plaster plaster, earth wall material, concrete and the like. The mixing amount varies depending on the purpose of use, but usually,
The reinforcing fibers may be blended in the plastering material such that the ratio of the reinforcing fibers to the binder such as cement contained in the plastering material is 0.03 to 3.0 wt%, preferably 0.1 to 2.0 wt%. . If it is less than 0.03 wt%, the effect of preventing cracking and strength reinforcement is not sufficient, and if it exceeds 3.0 wt%, the dispersibility in the matrix is deteriorated, so that the reinforcing effect is reduced and the construction tends to be complicated.

【0020】本発明左官材料用補強繊維は、ポリアミド
を素材として含んでいるので、耐アルカリ性があり、左
官材料施工の製品中で半永久的にその特性を維持し、か
つ製品の強度向上とひび割れ防止及びひび割れの進展を
防止することができる。セメントモルタル、石灰モルタ
ル、漆喰、石膏プラスタ、土物壁用材料、コンクリート
等の左官材料の用途は、鏝塗り、ローラ掛けおよび吹付
け等で仕上げられる内外装の床、壁、天井等の建築部位
など多岐にわたる。
Since the reinforcing fiber for plastering material of the present invention contains polyamide as a raw material, it has alkali resistance, maintains its properties semi-permanently in products made of plastering material, improves the strength of the product and prevents cracking. And the development of cracks can be prevented. Plastering materials such as cement mortar, lime mortar, plaster, plaster plaster, earth wall material, concrete, etc. are used for interior and exterior floors, walls, ceilings, etc., which are finished by troweling, roller hanging, spraying, etc. And so on.

【0021】前記した本発明の左官材料用補強繊維を利
用して施工する際、補強繊維を粗原料として任意にどの
段階において混和してもよい。一般的には水硬性および
/または気硬性結合材からなる左官材料と水との混合物
に補強繊維を加えて練り混ぜを行なう。あるいは水硬性
および/または気硬性の左官材料に左官材料用補強繊維
をプレミックスしたものに水を加えて練り混ぜを行った
補強繊維含有左官材料を、圧送装置等を用いて吹付け、
または鏝・ローラー等で塗り仕上げる。現場調合におい
ては、砂、補強繊維および従来の場合よりも多めの水
(目安として所要量の水の2/3程度)を加えて予備混
合し、攪拌した後、セメントおよび残りの水と砂とを添
加し攪拌するとよい。繊維長が30mmを超える補強繊
維であってもファイバーボールを生じることなく良好に
分散させ、製品の強度向上とひび割れ防止効果が向上す
る。
In the construction using the reinforcing fiber for plastering material of the present invention, the reinforcing fiber may be arbitrarily mixed as a raw material at any stage. Generally, a reinforcing fiber is added to a mixture of water and a plastering material composed of a hydraulic and / or air-hardening binder, followed by kneading. Alternatively, a reinforcing fiber-containing plastering material obtained by premixing a hydraulically and / or air-hardening plastering material with plastering material reinforcing fibers, adding water and kneading the mixture is sprayed using a pumping device or the like,
Or paint with a trowel or roller. In the on-site preparation, sand, reinforcing fiber and more water than the conventional case (approximately 2/3 of the required amount of water) are added, pre-mixed, stirred, and then mixed with cement and the remaining water and sand. And stirring. Even if the reinforcing fiber has a fiber length of more than 30 mm, the fiber is well dispersed without producing a fiber ball, thereby improving the strength of the product and the effect of preventing cracking.

【0022】[0022]

【実施例】実施例をあげて本発明の効果を説明する。以
下の実施例、比較例の評価において、繊維補強モルタル
の曲げ強度は、最大曲げ強度(最大応力)、破壊強度
(曲げ破壊時応力)およびタフネス(じん性)を測定す
ることにより行った。
EXAMPLES The effects of the present invention will be described with reference to examples. In the evaluation of the following Examples and Comparative Examples, the bending strength of the fiber-reinforced mortar was determined by measuring the maximum bending strength (maximum stress), the breaking strength (stress at bending failure), and the toughness (toughness).

【0023】実施例1〜6 単糸繊度が4.3dtex、強度が9.5cN/dte
x、伸度が29%であって円形断面のナイロン66マル
チフィラメントを120万Dに集束し、カッティング機
を用いてそれぞれ5mm、10mm、15mmおよび2
5mmに切断して左官材料用補強繊維を得た。得られた
左官材料用補強繊維を表1に示す条件でモルタルに混合
したところ、良好に分散した。混合後、養生して、物性
評価用のモルタルサンプルを作成し、試験結果を評価し
た。試験結果を表1に示す。
Examples 1 to 6 Single yarn fineness is 4.3 dtex and strength is 9.5 cN / dte.
x, a nylon 66 multifilament having a circular cross section having an elongation of 29% was converged to 1.2 million D, and was cut using a cutting machine at 5 mm, 10 mm, 15 mm and 2 mm, respectively.
It was cut to 5 mm to obtain a reinforcing fiber for plastering material. When the obtained reinforcing fiber for plastering material was mixed with mortar under the conditions shown in Table 1, it was well dispersed. After mixing, the mixture was cured to prepare a mortar sample for evaluating physical properties, and the test results were evaluated. Table 1 shows the test results.

【0024】実施例7〜9 単糸繊度が6.6dtex、強度が10.5cN/dt
ex、伸度が26%であって円形断面のナイロン66マ
ルチフィラメントを用いた以外は、それぞれ実施例1〜
6と同様にして左官材料用補強繊維を得た。得られた左
官材料用補強繊維を表1に示す条件でモルタルに混合し
たところ、良好に分散した。混合後、養生して、物性評
価用のモルタルサンプルを作成し、試験結果を評価し
た。試験結果を表1に示す。
Examples 7 to 9 Single yarn fineness is 6.6 dtex and strength is 10.5 cN / dt
ex, elongation was 26%, except that nylon 66 multifilament having a circular cross section was used.
In the same manner as in 6, a plastering material reinforcing fiber was obtained. When the obtained reinforcing fiber for plastering material was mixed in a mortar under the conditions shown in Table 1, it was well dispersed. After mixing, the mixture was cured to prepare a mortar sample for evaluating physical properties, and the test results were evaluated. Table 1 shows the test results.

【0025】実施例10〜15 単糸繊度が21.2dtex、強度が6.8cN/dt
ex、伸度が35%であってY字形断面のナイロン66
マルチフィラメントを用いた以外は、それぞれ実施例1
〜6と同様にして左官材料用補強繊維を得た。得られた
左官材料用補強繊維を表1に示す条件でモルタルに混合
したところ良好に分散した。混合後、養生して、物性評
価用のモルタルサンプルを作成し、試験結果を評価し
た。試験結果を表1に示す。
Examples 10 to 15 Single fiber fineness is 21.2 dtex and strength is 6.8 cN / dt.
ex, nylon 66 with 35% elongation and Y-shaped cross section
Example 1 except that a multifilament was used.
6 to obtain plastering material reinforcing fibers. When the obtained reinforcing fiber for plastering material was mixed with mortar under the conditions shown in Table 1, it was well dispersed. After mixing, the mixture was cured to prepare a mortar sample for evaluating physical properties, and the test results were evaluated. Table 1 shows the test results.

【0026】比較例1 前記の実施例と同様にして、ただし左官材料用補強繊維
を混入しないで物性評価用のモルタルサンプルを作成
し、試験結果を評価した。試験結果を表1に示す。
Comparative Example 1 A mortar sample for evaluating physical properties was prepared in the same manner as in the above example, but without mixing the reinforcing fiber for plastering material, and the test results were evaluated. Table 1 shows the test results.

【0027】比較例2 実施例2と同様にして左官材料用補強繊維を得、物性評
価用のモルタルサンプルを作成した。ただし、得られた
左官材料用補強繊維をモルタル中に補強繊維/結合材比
で4wt%になるように混入したところ、分散しにく
く、均一に混合するのに時間がかかった。混合後、物性
評価用のモルタルサンプルを作成し、試験結果を評価し
た。試験結果を表1に示す。
Comparative Example 2 Reinforcing fibers for plastering material were obtained in the same manner as in Example 2, and a mortar sample for evaluating physical properties was prepared. However, when the obtained reinforcing fiber for plastering material was mixed in the mortar so that the reinforcing fiber / binder ratio was 4 wt%, it was difficult to disperse and it took time to mix uniformly. After mixing, a mortar sample for evaluating physical properties was prepared, and the test results were evaluated. Table 1 shows the test results.

【0028】[0028]

【表1】 [Table 1]

【0029】比較例3 実施例1と同様にして、だだし繊維長を1mmに切断し
て左官材料用補強繊維を得た。得られた左官材料用補強
繊維を実施例1と同じようにして物性評価用のモルタル
サンプルを作成した。しかし、作成したサンプルは、面
連結補強に乏しかった。
Comparative Example 3 In the same manner as in Example 1, the stock fiber length was cut to 1 mm to obtain a reinforcing fiber for plastering material. A mortar sample for evaluating physical properties was prepared from the obtained plastering material reinforcing fiber in the same manner as in Example 1. However, the prepared sample had poor surface connection reinforcement.

【0030】比較例4 実施例1と同様にして、だだし繊維長を40mmに切断
して左官材料用補強繊維を得た。得られた左官材料用補
強繊維を実施例1と同じようにして物性評価用のモルタ
ルサンプルを作成しようとしたが、分散性が悪くファイ
バーボールが発生し、作成したサンプルも曲げ強度も低
いものしか得られなかった。
Comparative Example 4 In the same manner as in Example 1, the length of the stock fiber was cut to 40 mm to obtain a reinforcing fiber for plastering material. A mortar sample for evaluating physical properties was prepared from the obtained reinforcing fiber for plastering material in the same manner as in Example 1. However, fiber balls were generated due to poor dispersibility, and only the prepared sample having low bending strength was used. Could not be obtained.

【0031】比較例5 単糸繊度が4.3dtex、繊維長が10mm、強度が
8.8cN/dtex、伸度が12%であって円形断面
のナイロン66の左官材料用補強繊維を製造した。製造
した左官材料用補強繊維を補強繊維/結合材比1wt%
の割合でモルタルに混合し養生して、物性評価用のモル
タルサンプルを作成し、評価した。しかし、十分なタフ
ネスを得ることができなかった。
Comparative Example 5 A nylon 66 reinforcing fiber for plastering material having a single fiber fineness of 4.3 dtex, a fiber length of 10 mm, a strength of 8.8 cN / dtex, an elongation of 12% and a circular cross section was produced. Reinforced fiber for plastering material produced is 1% by weight of reinforcing fiber / binder
Was mixed in a mortar and cured to prepare a mortar sample for evaluating physical properties and evaluated. However, sufficient toughness could not be obtained.

【0032】比較例6 単糸繊度が4.3dtex、繊維長が10mm、強度が
2.5cN/dtex、伸度が26%であって円形断面
のナイロン66の左官材料用補強繊維を製造した。製造
した左官材料用補強繊維を補強繊維/結合材比1wt%
の割合でモルタルに混合し養生して、物性評価用のモル
タルサンプルを作成し、評価した。しかし、十分な曲げ
強度を得ることができなかった。
COMPARATIVE EXAMPLE 6 A reinforcing fiber for plastering material of nylon 66 having a single fiber fineness of 4.3 dtex, a fiber length of 10 mm, a strength of 2.5 cN / dtex, an elongation of 26% and a circular cross section was produced. Reinforced fiber for plastering material produced is 1% by weight of reinforcing fiber / binder
Was mixed in a mortar and cured to prepare a mortar sample for evaluating physical properties and evaluated. However, sufficient bending strength could not be obtained.

【0033】実施例16および比較例7 実施例16は実施例2と同様にして左官材料用補強繊維
を得た。得られた左官材料用補強繊維をモルタル中に補
強繊維/結合材比0.1wt%になるよう混入したセメ
ントモルタルを床に施工した。
Example 16 and Comparative Example 7 In Example 16, a reinforcing fiber for plastering material was obtained in the same manner as in Example 2. A cement mortar in which the obtained reinforcing fiber for plastering material was mixed in the mortar so that the reinforcing fiber / binder ratio was 0.1 wt% was applied to the floor.

【0034】比較例7は左官材料用補強繊維を混入しな
いで実施例16と同様にしてセメントモルタルを床に施
工した。半年後、施工した床表面を観察した結果、左官
材料用補強繊維を混入しないモルタル床に比べて繊維混
入した床のひび割れは少なく、ひび割れ防止効果が確認
された。
In Comparative Example 7, cement mortar was applied to the floor in the same manner as in Example 16 without mixing the plastering material reinforcing fiber. Six months later, as a result of observing the constructed floor surface, it was confirmed that the fiber-mixed floor had less cracks than the mortar floor not mixed with plastering material reinforcing fibers, and the crack preventing effect was confirmed.

【0035】実施例17 実施例17は実施例2と同様にして左官材料用補強繊維
に、高性能AE減水剤(マイティー3000S:花王
(株)製)をセメントに対し0.25重量%の割合で補
強繊維に付着させた。得られた左官材料用補強繊維をモ
ルタル中に補強繊維/結合材比0.1wt%になるよう
混入したセメントモルタルを床に施工した。半年後、施
工した床表面を観察した結果、左官材料用補強繊維を混
入しないモルタル床に比べて繊維混入した床のひび割れ
はほとんど見られず、ひび割れ防止効果が確認された。
Example 17 In Example 17, in the same manner as in Example 2, a high-performance AE water reducing agent (Mighty 3000S: manufactured by Kao Corporation) was added to the reinforcing fibers for plastering material at a ratio of 0.25% by weight to cement. To make it adhere to the reinforcing fiber. A cement mortar in which the obtained reinforcing fiber for plastering material was mixed in the mortar so that the reinforcing fiber / binder ratio was 0.1 wt% was applied to the floor. Six months later, the surface of the constructed floor was observed, and as a result, the floor containing fibers was hardly cracked as compared with the mortar floor not containing the reinforcing fiber for plastering material, and the effect of preventing cracking was confirmed.

【0036】[0036]

【発明の効果】本発明の左官材料補強繊維は、素材が親
水性のあるポリアミド繊維であって、他の補強繊維に比
較すると、一般的に各種左官材料との接着性および左官
材料中での分散性が良好であり、かつ、繊維の伸度が大
きいので、これを混和した左官材料を用いて施工すれ
ば、施工後にひび割れが起こり難く、たとえ発生するこ
とがあっても拡大、進展しにくいなどの優れた効果を奏
する。
The plastering material reinforcing fiber of the present invention is a polyamide fiber made of a hydrophilic material, and generally has an adhesive property to various plastering materials and a lower level in the plastering material than other reinforcing fibers. Since the dispersibility is good and the elongation of the fiber is large, if it is constructed using plastering material mixed with this, it is difficult for cracks to occur after construction, even if it occurs, it is difficult to expand and spread It has excellent effects such as.

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 111:20 C04B 111:20 111:72 111:72 (71)出願人 501017774 合資会社アストンエンタープライズ 東京都豊島区西池袋3丁目25番2号 (72)発明者 難波 蓮太郎 東京都板橋区板橋4丁目9番5号有限会社 難波建築研究室内 (72)発明者 本田 譲 滋賀県大津市大江1丁目1番1号東レ株式 会社瀬田工場内 (72)発明者 後藤 栄三 滋賀県大津市大江1丁目1番1号東レ株式 会社瀬田工場内 (72)発明者 大久保 隆弘 大阪府大阪市北区堂島1丁目6番20号東レ 株式会社大阪事業場内 (72)発明者 白石 靖 東京都豊島区西池袋3丁目25番2号合資会 社アストンエンタープライズ内 Fターム(参考) 4G012 PA24 PB15 PC01 PC02 PC09 PC11 PC14 PE04 Continuation of the front page (51) Int.Cl. 7 Identification symbol FI Theme coat II (reference) // C04B 111: 20 C04B 111: 20 111: 72 111: 72 (71) Applicant 501017774 Joint-stock company Aston Enterprise Toshima-ku, Tokyo Nishiikebukuro 3-chome 25-2 (72) Inventor Rentaro Namba 4- 9-5 Itabashi, Itabashi-ku, Tokyo Namba Building Research Laboratory (72) Inventor Joe Yone 1-1-1 Oe, Otsu City, Shiga Prefecture (Tokyo) Seta Factory (72) Inventor Eizo Goto 1-11-1 Oe, Otsu-shi, Shiga Prefecture In-Seta Factory (72) Inventor Takahiro Okubo 1-6-20 Dojima, Kita-ku, Osaka, Osaka No. Toray Co., Ltd. Osaka Works (72) Inventor Yasushi Shiraishi 3-25-2 Nishiikebukuro, Toshima-ku, Tokyo Joint venture company Aston Enterprise F-term (reference) 4G012 PA24 PB15 PC01 PC02 PC09 PC11 PC14 PE04

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】単糸繊度が4〜50dtex、繊維長が3
〜50mm、伸度が少なくとも15%、強度が3cN/
dtexを超えるポリアミド繊維からなることを特徴と
する左官材料用補強繊維。
1. A single yarn fineness of 4 to 50 dtex and a fiber length of 3
~ 50mm, elongation at least 15%, strength 3cN /
A reinforcing fiber for plastering material, comprising a polyamide fiber exceeding dtex.
【請求項2】単糸繊度が5〜30dtex、繊維長が5
〜40mm、伸度が少なくとも20%、強度が5.5c
N/dtexを超えるポリアミド繊維からなることを特
徴とする左官材料用補強繊維。
2. A single fiber fineness of 5 to 30 dtex and a fiber length of 5
~ 40mm, elongation at least 20%, strength 5.5c
A reinforcing fiber for plastering material, characterized by comprising a polyamide fiber exceeding N / dtex.
【請求項3】繊度が異なる2種類以上の請求項1または
2記載の左官材料用補強繊維が、混合されてなることを
特徴とする左官材料用補強繊維。
3. A plastering material reinforcing fiber comprising a mixture of two or more types of plastering material reinforcing fibers according to claim 1 or 2 having different finenesses.
【請求項4】繊維長が異なる2種類以上の請求項1、2
または3記載の左官材料用補強繊維が、混合されてなる
ことを特徴とする左官材料用補強繊維。
4. The method according to claim 1, wherein two or more kinds of fibers have different fiber lengths.
Or a plastering material reinforcing fiber, wherein the plastering material reinforcing fiber according to 3 is mixed.
【請求項5】収縮低減剤、AE剤、膨張剤および低級ア
ルコールの中から選ばれた少なくとも1種が付着されて
いることを特徴とする請求項1〜4のいずれかに記載の
左官材料用補強繊維。
5. The plastering material according to claim 1, wherein at least one selected from a shrinkage reducing agent, an AE agent, a swelling agent and a lower alcohol is adhered. Reinforcing fiber.
【請求項6】硬化前の左官材料に請求項1〜5のいずれ
かに記載の左官材料用補強繊維が混合されていることを
特徴とする左官材料。
6. A plastering material characterized in that the plastering material before curing is mixed with the reinforcing fiber for plastering material according to any one of claims 1 to 5.
【請求項7】左官材料中の結合材に対し請求項1〜5の
いずれかに記載の左官材料用補強繊維を0.03〜3.
0wt%の割合で、水と混合前の左官材料にプレミック
スした後水と混合し、または左官材料と水との混合物に
混和し、施工することを特徴とする左官施工方法。
7. The plastering material reinforcing fiber according to any one of claims 1 to 5, wherein the reinforcing fiber for the plastering material is 0.03 to 3.0.
A plastering method comprising premixing water with a plaster material before mixing at a ratio of 0 wt% and then mixing with water or mixing with a mixture of plaster material and water and performing the plastering.
JP2001194463A 2001-01-15 2001-06-27 Reinforcing fiber for plastering material, plastering material and method Pending JP2002274903A (en)

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JP2001-5882 2001-01-15
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104098296A (en) * 2013-04-13 2014-10-15 山东交通学院 Method for enhancing strength of rubber aggregate concrete
CN105602350A (en) * 2016-01-21 2016-05-25 莆田市蔓贝尔环保产品有限公司 Plant fiber blending wall clothing and preparation method thereof
CN106189864A (en) * 2016-08-05 2016-12-07 莆田市蔓贝尔环保产品有限公司 A kind of Plant fiber's QIANGYI coating with antibacterial and antimildew function
JP2017222555A (en) * 2016-06-17 2017-12-21 国立大学法人東北大学 Fiber for self-healing cracks of cement hardened body, manufacturing method therefor, cement hardened body containing the same, and method for repairing cracks of cement hardened body

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104098296A (en) * 2013-04-13 2014-10-15 山东交通学院 Method for enhancing strength of rubber aggregate concrete
CN105602350A (en) * 2016-01-21 2016-05-25 莆田市蔓贝尔环保产品有限公司 Plant fiber blending wall clothing and preparation method thereof
JP2017222555A (en) * 2016-06-17 2017-12-21 国立大学法人東北大学 Fiber for self-healing cracks of cement hardened body, manufacturing method therefor, cement hardened body containing the same, and method for repairing cracks of cement hardened body
CN106189864A (en) * 2016-08-05 2016-12-07 莆田市蔓贝尔环保产品有限公司 A kind of Plant fiber's QIANGYI coating with antibacterial and antimildew function

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