JP2001270756A - Cured material - Google Patents

Cured material

Info

Publication number
JP2001270756A
JP2001270756A JP2000090403A JP2000090403A JP2001270756A JP 2001270756 A JP2001270756 A JP 2001270756A JP 2000090403 A JP2000090403 A JP 2000090403A JP 2000090403 A JP2000090403 A JP 2000090403A JP 2001270756 A JP2001270756 A JP 2001270756A
Authority
JP
Japan
Prior art keywords
cured product
weight
particle size
water
cement
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
JP2000090403A
Other languages
Japanese (ja)
Other versions
JP4167379B2 (en
Inventor
Chiharu Wada
千春 和田
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.)
Taiheiyo Cement Corp
Original Assignee
Taiheiyo Cement 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 Taiheiyo Cement Corp filed Critical Taiheiyo Cement Corp
Priority to JP2000090403A priority Critical patent/JP4167379B2/en
Publication of JP2001270756A publication Critical patent/JP2001270756A/en
Application granted granted Critical
Publication of JP4167379B2 publication Critical patent/JP4167379B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • 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 provide a cured material capable of making the thickness of members (a wall material, floor material, ceiling material, etc.), thin, hardly generating molds on using it as a wall material, etc., in a space with high humidity and also having a high grade feeling and profoundness feeling. SOLUTION: This cured material of a blended material containing at least a cement, fine particles of pozzolanic material, fine aggregates having <=2 mm particle diameter, a water-reducing agent and water has <=10 μm surface roughness (Rmax), and it is preferable to contain a metal fiber and/or an organic fiber, an inorganic powder having 3-20 μm mean particle size, fibrous particles or flake state particles having <1 mm mean particle size and rough aggregates.

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、超高強度を発現
し、かつ面粗度や平面度に優れる硬化体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cured product which exhibits ultra-high strength and has excellent surface roughness and flatness.

【0002】[0002]

【従来の技術】コンクリートは、一般に、セメント、細
骨材、粗骨材、水及び減水剤よりなるものであり、任意
の形状に成形できる、耐久性に優れる、遮音性に優れる
等の利点があり、一般住宅やビル等の部材(壁材、床
材、天井材等)として広く使用されている。
2. Description of the Related Art Concrete is generally composed of cement, fine aggregate, coarse aggregate, water and a water reducing agent, and has advantages such as being able to be formed into an arbitrary shape, being excellent in durability, being excellent in sound insulation and the like. They are widely used as members (wall materials, floor materials, ceiling materials, etc.) of general houses and buildings.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、セメン
ト、細骨材、粗骨材、水及び減水剤よりなる上記コンク
リートでは、湿気の多い空間(例えば、一般住宅や旅館
・ホテル等における浴室や浴場等)の壁材や天井材等と
して使用した場合、カビが発生しやすいという問題があ
る。そのため、前記用途(湿気の多い空間の壁材や天井
材等)に使用する場合は、何らかの表面処理(防カビ処
理等)をする必要があり、手間がかかっていた。
However, in the above concrete made of cement, fine aggregate, coarse aggregate, water and water reducing agent, however, in a humid space (for example, a bathroom or a bathroom in a general house, an inn, a hotel, or the like). When used as a wall material, ceiling material, etc., there is a problem that mold is easily generated. Therefore, when used for the above-mentioned applications (such as wall materials and ceiling materials in a humid space), it is necessary to perform some kind of surface treatment (such as anti-mold treatment), which is troublesome.

【0004】また、セメント、細骨材、粗骨材、水及び
減水剤よりなる上記コンクリートでは、一般に高級感や
重厚感に乏しいことが指摘されており、例えば、旅館・
ホテルのロビーの壁材や床材等のように高級感や重厚感
を必要とするような用途には、そのままでは適用するこ
とは困難であった。そのため、前記高級感や重厚感を必
要とするような用途(旅館・ホテルのロビーの壁材や床
材等)に使用する場合も、やはり何らかの表面処理(塗
装、光沢処理等)をする必要があり、手間がかかってい
た。
[0004] Further, it is pointed out that the above-mentioned concrete made of cement, fine aggregate, coarse aggregate, water and water reducing agent generally has a poor sense of quality and solidness.
It has been difficult to apply it as it is to applications that require a sense of quality or profoundness, such as wall materials and floor materials in hotel lobby. For this reason, even when used for applications that require the above-mentioned high-grade feeling and solid feeling (wall materials and flooring materials for inns and hotels, etc.), it is still necessary to perform some surface treatment (painting, gloss treatment, etc.). Yes, it was troublesome.

【0005】また、従来より、一般住宅やビル等の部材
を製造するのに使用されているコンクリートの圧縮強度
は、通常20〜30MPaである。そのため、部材(壁材、床
材、天井材等)の厚さが厚くなり、プレキャスト製品に
おいては、運搬等が困難であった。
[0005] Conventionally, the compressive strength of concrete used for manufacturing members such as ordinary houses and buildings is usually 20 to 30 MPa. For this reason, the thickness of the members (wall material, floor material, ceiling material, etc.) is increased, and it is difficult to transport the precast product.

【0006】そのため、本発明においては、部材(壁
材、床材、天井材等)の厚さを薄くすることができ、か
つ湿気の多い空間の壁材等に使用してもカビが発生しに
くく、さらに高級感や重厚感のある硬化体を提供するこ
とを目的とする。
Therefore, in the present invention, the thickness of the members (wall material, floor material, ceiling material, etc.) can be reduced, and mold is generated even when used for a wall material in a humid space. It is another object of the present invention to provide a cured product which is difficult and has a high-class feeling and a solid feeling.

【0007】[0007]

【課題を解決するための手段】本発明者は、上記課題を
解決するために鋭意研究した結果、特定の材料を組み合
わせた配合物の硬化体であり、かつ表面粗さ(Rmax)
が極めて小さければ、上記課題を解決することができる
との知見を得、本発明に到達した。
Means for Solving the Problems The inventors of the present invention have conducted intensive studies to solve the above-mentioned problems, and as a result, it has been found that a cured product of a combination of specific materials and a surface roughness (Rmax)
Was found to be able to solve the above-mentioned problem if the value was extremely small, and reached the present invention.

【0008】即ち、本発明は、少なくとも、セメント、
ポゾラン質微粉末、粒径2mm以下の細骨材、減水剤、及
び水を含む配合物の硬化体あって、表面粗さ(Rmax)
が10μm以下であることを特徴とする硬化体である(請
求項1)。さらに、配合物に、金属繊維及び/又は有機
質繊維(請求項2)、平均粒径3〜20μmの無機粉末
(請求項5)、平均粒度1mm以下の繊維状粒子又は薄片
状粒子(請求項6)を含むことが好ましいものである。
That is, the present invention provides at least cement,
Pozzolanic fine powder, fine aggregate having a particle size of 2 mm or less, water-reducing agent, and a cured product of a mixture containing water, surface roughness (Rmax)
Is 10 μm or less. Further, the composition may contain metal fibers and / or organic fibers (Claim 2), inorganic powder having an average particle size of 3 to 20 μm (Claim 5), fibrous particles or flaky particles having an average particle size of 1 mm or less (Claim 6). ) Is preferable.

【0009】[0009]

【発明の実施の形態】以下、本発明について詳細に説明
する。本発明は、少なくとも、セメント、ポゾラン質微
粉末、最大粒径2mm以下の細骨材、減水剤、及び水を含
む配合物の硬化体であって、表面粗さ(以降、Rmaxと
称す)が10μm以下の硬化体である。本発明において、
セメントの種類は限定するものではなく、普通ポルトラ
ンドセメント、早強ポルトランドセメント、中庸熱ポル
トランドセメント、低熱ポルトランドセメント等の各種
ポルトランドセメントや高炉セメント、フライアッシュ
セメント等の混合セメントを使用することができる。本
発明において、硬化体の早期強度を向上しようとする場
合は、早強ポルトランドセメントを使用することが好ま
しく、配合物の流動性を向上しようとする場合は、中庸
熱ポルトランドセメントや低熱ポルトランドセメントを
使用することが好ましい。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail. The present invention provides a cured product of at least a compound containing cement, pozzolanic fine powder, fine aggregate having a maximum particle size of 2 mm or less, a water reducing agent, and water, and has a surface roughness (hereinafter, referred to as Rmax). It is a cured product of 10 μm or less. In the present invention,
The type of cement is not limited, and various portland cements such as ordinary Portland cement, early-strength Portland cement, moderate heat Portland cement, low heat Portland cement, etc., and mixed cements such as blast furnace cement and fly ash cement can be used. In the present invention, if it is intended to improve the early strength of the cured product, it is preferable to use an early-strength Portland cement, and if it is intended to improve the fluidity of the composition, a moderate heat Portland cement or a low heat Portland cement is used. It is preferred to use.

【0010】ポゾラン質微粉末としては、シリカフュー
ム、シリカダスト、フライアッシュ、スラグ、火山灰、
シリカゾル、沈降シリカ等が挙げられる。一般に、シリ
カフュームやシリカダストでは、その平均粒径は、1.0
μm以下であり、粉砕等をする必要がないので本発明の
ポゾラン質微粉末として好適である。ポゾラン質微粉末
の配合量は、硬化体の強度とRmaxから、セメント100重
量部に対して5〜50重量部が好ましい。ポゾラン質微粉
末が少ないと強度発現性が低下し、部材の厚さを薄くす
ることが困難である。また、Rmaxを10μm以下にする
ことも困難である。ポゾラン質微粉末の添加量が多くな
ると単位水量が増大するのでやはり強度が低下する。
[0010] Pozzolanic fine powder includes silica fume, silica dust, fly ash, slag, volcanic ash,
Silica sol, precipitated silica and the like. Generally, silica fume and silica dust have an average particle size of 1.0
It is suitable for the pozzolanic fine powder of the present invention because it is not more than μm and does not need to be ground. The blending amount of the pozzolanic fine powder is preferably 5 to 50 parts by weight based on 100 parts by weight of cement, from the strength of the cured product and Rmax. When the amount of the pozzolanic fine powder is small, the strength developability decreases, and it is difficult to reduce the thickness of the member. It is also difficult to make Rmax 10 μm or less. When the amount of pozzolanic fine powder added is increased, the unit water amount is increased, so that the strength is also lowered.

【0011】本発明においては、粒径2mm以下の細骨材
が用いられる。ここで、本発明における細骨材の粒径と
は、85%重量累積粒径である。細骨材の粒径が2mmを超
えると、硬化体の強度が低下する。また、Rmaxを10μ
m以下にすることが困難になる。なお、本発明において
は、最大粒径が2mm以下の細骨材を用いることが好まし
く、最大粒径が1.5mm以下の細骨材を用いることがより
好ましい。細骨材としては、川砂、陸砂、海砂、砕砂、
珪砂及びこれらの混合物を使用することができる。細骨
材の配合量は、硬化体の強度とRmaxから、セメント100
重量部に対して50〜250重量部が好ましく、80〜180重量
部がより好ましい。
In the present invention, fine aggregate having a particle size of 2 mm or less is used. Here, the particle size of the fine aggregate in the present invention is an 85% weight cumulative particle size. If the particle size of the fine aggregate exceeds 2 mm, the strength of the cured product decreases. Also, if Rmax is 10μ
m or less. In the present invention, it is preferable to use fine aggregate having a maximum particle size of 2 mm or less, and it is more preferable to use fine aggregate having a maximum particle size of 1.5 mm or less. As fine aggregate, river sand, land sand, sea sand, crushed sand,
Silica sand and mixtures thereof can be used. The amount of fine aggregate is determined based on the strength of the cured product and Rmax.
The amount is preferably 50 to 250 parts by weight, more preferably 80 to 180 parts by weight based on parts by weight.

【0012】減水剤としては、リグニン系、ナフタレン
スルホン酸系、メラミン系、ポリカルボン酸系の減水
剤、AE減水剤、高性能減水剤又は高性能AE減水剤を
使用することができる。これらのうち、減水効果の大き
な高性能減水剤又は高性能AE減水剤を使用することが
好ましい。減水剤の配合量は、セメント100重量部に対
して、固形分換算で0.5〜4.0重量部が好ましい。セメン
ト100重量部に対して、減水剤量(固形分換算)が0.5重
量部未満では、混練が困難になるとともに、配合物の流
動性が低く成形などの作業も困難である。また、硬化体
のRmaxを10μm以下にすることも困難である。セメン
ト100重量部に対して、減水剤量(固形分換算)が4.0重
量部を超えると、硬化体の強度が低下する。なお、減水
剤は、液状又は粉末状どちらでも使用可能である。
As the water reducing agent, a lignin type, naphthalene sulfonic acid type, melamine type or polycarboxylic acid type water reducing agent, an AE water reducing agent, a high performance water reducing agent or a high performance AE water reducing agent can be used. Among these, it is preferable to use a high performance water reducing agent or a high performance AE water reducing agent having a large water reducing effect. The compounding amount of the water reducing agent is preferably 0.5 to 4.0 parts by weight in terms of solid content based on 100 parts by weight of cement. If the amount of the water reducing agent (in terms of solid content) is less than 0.5 part by weight with respect to 100 parts by weight of cement, kneading becomes difficult, and the fluidity of the composition is low, and work such as molding is also difficult. It is also difficult to reduce the Rmax of the cured product to 10 μm or less. When the amount of the water reducing agent (in terms of solid content) exceeds 4.0 parts by weight with respect to 100 parts by weight of cement, the strength of the cured product is reduced. The water reducing agent can be used in either liquid or powder form.

【0013】水量は、セメント100重量部に対して10〜3
0重量部が好ましく、より好ましくは15〜25重量部であ
る。セメント100重量部に対して、水量が10重量部未満
では、混練が困難になるとともに、配合物の流動性が低
く成形などの作業も困難である。また、硬化体のRmax
を10μm以下にすることも困難である。セメント100重
量部に対して、水量が30重量部を超えると、硬化体の強
度が低下する。
The amount of water is 10 to 3 parts per 100 parts by weight of cement.
The amount is preferably 0 parts by weight, more preferably 15 to 25 parts by weight. If the amount of water is less than 10 parts by weight with respect to 100 parts by weight of cement, kneading becomes difficult, and the fluidity of the composition is low, and work such as molding is also difficult. In addition, Rmax of the cured product
Is also difficult to be 10 μm or less. If the amount of water exceeds 30 parts by weight with respect to 100 parts by weight of cement, the strength of the cured product will decrease.

【0014】本発明において、硬化体のRmaxは10μm
以下である。Rmaxが小さい(面粗度や平面度に優れ
る)ことにより、湿気の多い空間(例えば、一般住宅や
旅館・ホテル等における浴室や浴場等)の壁材や天井材
等に使用しても、カビは発生しにくくなる。また、光沢
がでて、高級感や重厚感のある硬化体となる。硬化体の
Rmaxが10μmを超えると、湿気の多い空間で使用した
場合、カビが発生しやすくなる。また、高級感や重厚感
も低下するので好ましくない。
In the present invention, Rmax of the cured product is 10 μm
It is as follows. Because Rmax is small (excellent in surface roughness and flatness), even when used as a wall material or ceiling material in humid spaces (for example, bathrooms and baths in general houses, inns and hotels, etc.), Is less likely to occur. In addition, the cured product is glossy and has a luxurious and profound feeling. When the Rmax of the cured product exceeds 10 μm, mold is likely to occur when used in a humid space. In addition, the sense of quality and profound feeling are undesirably reduced.

【0015】本発明においては、硬化体の曲げ強度を大
幅に高める観点から、前記配合物に金属繊維及び/又は
有機質繊維を含ませることが好ましい。金属繊維として
は、鋼繊維、アモルファス繊維等が挙げられるが、中で
も鋼繊維は強度に優れており、またコストや入手のし易
さの点からも好ましいものである。金属繊維は、径0.01
〜1.0mm、長さ2〜30mmのものが好ましい。径が0.01mm未
満では繊維自身の強度が不足し、張力を受けた際に切れ
やすくなる。径が1.0mmを超えると、同一配合量での本
数が少なくなり、曲げ強度を向上させる効果が低下す
る。長さが30mmを超えると、混練の際ファイバーボール
が生じやすくなる。長さが2mm未満では曲げ強度を向上
させる効果が低下する。金属繊維の配合量は、配合物の
体積の4%未満が好ましく、より好ましくは3%未満であ
る。金属繊維の含有量が多くなると混練時の作業性等を
確保するために単位水量も増大するので、金属繊維の配
合量は前記の量が好ましい。
In the present invention, from the viewpoint of greatly increasing the bending strength of the cured product, it is preferable that the composition contains metal fibers and / or organic fibers. Examples of the metal fiber include a steel fiber and an amorphous fiber. Among them, the steel fiber is excellent in strength, and is preferable from the viewpoint of cost and availability. Metal fiber has a diameter of 0.01
~ 1.0mm, length 2 ~ 30mm is preferred. When the diameter is less than 0.01 mm, the strength of the fiber itself is insufficient, and the fiber tends to be cut when subjected to tension. If the diameter is more than 1.0 mm, the number of pieces with the same compounding amount decreases, and the effect of improving the bending strength decreases. If the length exceeds 30 mm, fiber balls tend to be formed during kneading. If the length is less than 2 mm, the effect of improving the bending strength decreases. The blending amount of the metal fiber is preferably less than 4%, more preferably less than 3% of the volume of the blend. When the content of the metal fiber increases, the unit water amount also increases in order to ensure workability during kneading, and the like, so that the above-mentioned amount of the metal fiber is preferable.

【0016】有機質繊維としては、ビニロン繊維、ポリ
プロピレン繊維、ポリエチレン繊維、アラミド繊維、炭
素繊維等が挙げられる。有機質繊維は、径0.005〜1.0m
m、長さ2〜30mmのものが好ましい。有機質繊維の配合量
は、配合物の体積の10%未満が好ましく、8%未満がよ
り好ましい。なお、本発明においては、金属繊維と有機
質繊維を併用することは差し支えない。
The organic fibers include vinylon fibers, polypropylene fibers, polyethylene fibers, aramid fibers, carbon fibers and the like. Organic fibers are 0.005-1.0m in diameter
m and a length of 2 to 30 mm are preferred. The blending amount of the organic fiber is preferably less than 10% of the volume of the blend, more preferably less than 8%. In the present invention, it is possible to use metal fibers and organic fibers in combination.

【0017】本発明においては、硬化体の充填密度を高
め、硬化体の高級感や重厚感をより高める観点から、配
合物に、平均粒径3〜20μm、より好ましくは平均粒径4
〜10μmの無機粉末を含ませることが好ましい。無機粉
末としては、石英粉末、石灰石粉末、炭化物、窒化物等
が挙げられるが、なかでも石英粉末は、コストの点や硬
化体の品質安定性の点から好ましいものである。石英粉
末としては、石英や非晶質石英、オパール質やクリスト
バライト質のシリカ含有粉末等が挙げられる。無機粉末
の配合量は、硬化体の強度やRmax、さらには、硬化体
の高級感や重厚感から、セメント100重量部に対して50
重量部以下が好ましく、20〜35重量部がより好ましい。
In the present invention, from the viewpoint of increasing the filling density of the cured product, and further enhancing the high-grade and profound feeling of the cured product, the composition should have an average particle size of 3 to 20 μm, more preferably an average particle size of 4 to 20 μm.
It is preferable to include an inorganic powder of about 10 μm. Examples of the inorganic powder include quartz powder, limestone powder, carbide, and nitride. Among them, quartz powder is preferable from the viewpoint of cost and the stability of the quality of the cured product. Examples of the quartz powder include quartz and amorphous quartz, and opal and cristobalite silica-containing powders. The amount of the inorganic powder may be 50 parts per 100 parts by weight of the cement, depending on the strength and Rmax of the cured product, and the high-grade and profound feeling of the cured product.
It is preferably not more than 20 parts by weight, more preferably 20 to 35 parts by weight.

【0018】本発明においては、硬化体の靱性を高める
観点から、配合物に、平均粒度が1mm以下の繊維状粒子
又は薄片状粒子を含ませることが好ましい。ここで、粒
子の粒度とは、その最大寸法の大きさ(特に、繊維状粒
子ではその長さ)である。繊維状粒子としては、ウォラ
ストナイト、ボーキサイト、ムライト等が、薄片状粒子
としては、マイカフレーク、タルクフレーク、バーミキ
ュライトフレーク、アルミナフレーク等が挙げられる。
繊維状粒子又は薄片状粒子の配合量は、硬化体の強度、
Rmaxや靱性から、セメント100重量部に対して35重量部
以下が好ましく、10〜25重量部がより好ましい。なお、
繊維状粒子においては、硬化体の靱性を高める観点か
ら、長さ/直径の比で表される針状度が3以上のものを
用いるのが好ましい。
In the present invention, from the viewpoint of increasing the toughness of the cured product, it is preferable that the composition contains fibrous particles or flaky particles having an average particle size of 1 mm or less. Here, the particle size of a particle is the size of its maximum dimension (in particular, its length for fibrous particles). Examples of the fibrous particles include wollastonite, bauxite, and mullite, and examples of the flaky particles include mica flake, talc flake, vermiculite flake, and alumina flake.
The compounding amount of the fibrous particles or flaky particles is the strength of the cured product,
From the viewpoint of Rmax and toughness, the amount is preferably 35 parts by weight or less, more preferably 10 to 25 parts by weight, based on 100 parts by weight of cement. In addition,
From the viewpoint of increasing the toughness of the cured product, it is preferable to use fibrous particles having a needleiness represented by a length / diameter ratio of 3 or more.

【0019】本発明において、配合物の混練方法は、特
に限定するものではなく、例えば、 1)水、減水剤以外の材料を予め混合しておき(プレミッ
クス)、該プレミックス、水、減水剤をミキサに投入
し、混練する。 2)水以外の材料を予め混合しておき(プレミックス、た
だし減水剤は粉末タイプのものを使用する)、該プレミ
ックス、水をミキサに投入し、混練する。 3)各材料を、それぞれ個別にミキサに投入し、混練す
る。などの方法が挙げられる。
In the present invention, the method of kneading the compound is not particularly limited. For example, 1) materials other than water and a water reducing agent are preliminarily mixed (premix), and the premix, water, water reducing The agent is put into a mixer and kneaded. 2) Materials other than water are mixed in advance (a premix, but a water reducing agent of a powder type is used), and the premix and water are charged into a mixer and kneaded. 3) Each material is individually charged into a mixer and kneaded. And the like.

【0020】混練に用いるミキサは、通常のコンクリー
トの混練に用いられるどのタイプのものでもよく、例え
ば、揺動型ミキサ、パンタイプミキサ、二軸練りミキサ
等が用いられる。
The mixer used for kneading may be of any type used for kneading ordinary concrete, for example, an oscillating mixer, a pan-type mixer, a biaxial kneading mixer, or the like.

【0021】混練後、所定の型枠に配合物を投入して成
形し、その後、養生して硬化させる。硬化体のRmaxを1
0μm以下にするには、表面研磨(例えば、#140砥石研
磨、ブラスト処理等)を行えば良い。なお、成形の際
に、型枠として樹脂(例えば、ポリエチレン、ポリウレ
タン等)製の型枠を使用することは、表面研磨を行わな
くても硬化体のRmaxを10μm以下にすることができる
うえ、光沢がでて、高級感や重厚感を高くすることがで
き好ましいものである。
After kneading, the compound is put into a predetermined mold and molded, then cured and cured. Rmax of the cured product is 1
In order to reduce the thickness to 0 μm or less, surface polishing (for example, # 140 grinding stone polishing, blasting, or the like) may be performed. The use of a mold made of a resin (for example, polyethylene, polyurethane, or the like) as a mold during molding can reduce the Rmax of the cured product to 10 μm or less without performing surface polishing. It is preferable because it has a high glossiness and can have a high-class and profound feeling.

【0022】本発明において、養生は、気中養生や蒸気
養生等を行えば良いが、硬化体の高級感や重厚感をより
高くしようとする場合は、気中養生を行うことが好まし
い。
In the present invention, the curing may be carried out in the air or in the steam. However, when it is desired to enhance the luxurious or solid feeling of the cured product, it is preferable to carry out the curing in the air.

【0023】本発明の配合物は、「JIS R 5201(セメン
トの物理試験方法)11.フロー試験」に記載される方法
において、15回の落下運動を行わないで測定したフロー
値が、200mm以上と流動性に優れるものであり、型枠へ
の投入等の作業が容易である。また、本発明の配合物の
硬化体は、200MPaを超える圧縮強度と20MPaを超える曲
げ強度を発現するので、本発明の硬化体を使用すること
により部材(壁材、床材、天井材等)の厚さを薄くする
ことができる。なお、本発明において、硬化体の高級感
や重厚感をより高くするために、配合物に顔料を含ませ
ることは差し支えない。
According to the method described in "JIS R 5201 (Physical test method of cement) 11. Flow test", the composition of the present invention has a flow value measured without performing 15 falling movements of 200 mm or more. It is excellent in fluidity, and work such as charging into a mold is easy. The cured product of the composition of the present invention exhibits a compressive strength of more than 200 MPa and a flexural strength of more than 20 MPa. Therefore, by using the cured product of the present invention, members (wall materials, floor materials, ceiling materials, etc.) Can be reduced in thickness. In the present invention, a pigment may be included in the composition in order to further enhance the luxurious or profound feeling of the cured product.

【0024】[0024]

【実施例】以下、実施例により本発明を説明する。 1.使用材料 以下に示す材料を使用した。 1)セメント ;低熱ポルトランドセメント(太平洋セメント(株)製) 2)ポゾラン質微粉末;シリカフューム(平均粒径0.7μm) 3)細骨材 ;珪砂4号と珪砂5号の2:1(重量比)混合品 4)金属繊維 ;鋼繊維(直径:0.2mm、長さ:15mm) 5)高性能AE減水剤;ポリカルボン酸系高性能AE減水剤 6)水 ;水道水 7)無機粉末 ;石英粉(平均粒径7μm) 8)繊維状粒子 ;ウォラストナイト(平均長さ0.3mm、長さ/直径の比4)The present invention will be described below with reference to examples. 1. Materials used The following materials were used. 1) Cement; Low heat Portland cement (manufactured by Taiheiyo Cement Co., Ltd.) 2) Pozzolanic fine powder; silica fume (average particle size 0.7 μm) 3) Fine aggregate: 2: 1 of silica sand 4 and silica sand 5 (weight ratio) 4) Metal fiber; steel fiber (diameter: 0.2 mm, length: 15 mm) 5) High-performance AE water reducing agent; polycarboxylic acid-based high-performance AE water reducing agent 6) Water; tap water 7) inorganic powder; quartz Powder (average particle diameter 7μm) 8) Fibrous particles; wollastonite (average length 0.3mm, length / diameter ratio 4)

【0025】実施例1 低熱ポルトランドセメント100重量部、シリカフューム3
2.5重量部、細骨材120重量部、高性能AE減水剤1.0重
量部(セメントに対する固形分)、水22重量部を二軸練
りミキサに投入し、混練した。該配合物のフロー値を、
「JIS R 5201(セメントの物理試験方法)11.フロー試
験」に記載される方法において、15回の落下運動を行わ
ないで測定した。その結果、フロー値は270mmであっ
た。また、前記配合物をφ50×100mmの型枠(鋼製)に
流し込み、20℃で48時間前置き後90℃で48時間蒸気養生
した。該硬化体の圧縮強度(3本の平均値)は210MPaで
あった。また、前記配合物を4×4×16cmの型枠(鋼
製)に流し込み、20℃で48時間前置き後90℃で48時間蒸
気養生した。該硬化体の曲げ強度(3本の平均値)は25
MPaであった。また、前記配合物を4×4×16cmの型枠
(ポリエチレン製)に流し込み、20℃で48時間前置き後
90℃で48時間蒸気養生した。該硬化体の表面粗さ(Rma
x)を「JIS B 0651」に基づいて表面粗さ計を使用して
測定した。その結果、表面粗さ(Rmax)は5.0μmであ
った。また、該硬化体の表面を観察したところ、高級感
や重厚感のあるものであった。
Example 1 100 parts by weight of low heat Portland cement, silica fume 3
2.5 parts by weight, 120 parts by weight of fine aggregate, 1.0 part by weight of a high-performance AE water reducing agent (solid content with respect to cement), and 22 parts by weight of water were charged into a twin-screw mixer and kneaded. The flow value of the formulation
In the method described in "JIS R 5201 (Physical test method for cement) 11. Flow test", the measurement was carried out without performing the falling motion 15 times. As a result, the flow value was 270 mm. Further, the composition was poured into a mold (steel) of φ50 × 100 mm, placed at 20 ° C. for 48 hours, and then steam-cured at 90 ° C. for 48 hours. The compressive strength (average value of three strands) of the cured product was 210 MPa. Further, the composition was poured into a mold (made of steel) of 4 × 4 × 16 cm, placed at 20 ° C. for 48 hours, and then steam-cured at 90 ° C. for 48 hours. The flexural strength (average value of three strands) of the cured body was 25.
MPa. Also, pour the above mixture into a 4 × 4 × 16 cm formwork (made of polyethylene) and place it at 20 ° C. for 48 hours.
Steam curing was performed at 90 ° C. for 48 hours. The surface roughness (Rma
x) was measured using a surface roughness meter based on “JIS B 0651”. As a result, the surface roughness (Rmax) was 5.0 μm. Further, when the surface of the cured product was observed, it was found that the product had a high-grade feeling and a solid feeling.

【0026】実施例2 低熱ポルトランドセメント100重量部、シリカフューム3
2.5重量部、細骨材120重量部、高性能AE減水剤1.0重
量部(セメントに対する固形分)、水22重量部、鋼繊維
(配合物中の体積の2%)を二軸練りミキサに投入し、混
練した。該配合物のフロー値を実施例1と同様に測定し
た。その結果、フロー値は250mmであった。また、圧縮
強度と曲げ強度も実施例1と同様に測定した。その結
果、圧縮強度は210MPa、曲げ強度は47MPaであった。ま
た、表面粗さ(Rmax)も実施例1と同様に測定した。
その結果、Rmaxは5.0μmであった。また、表面粗さ測
定用の硬化体の表面を観察したところ、高級感や重厚感
のあるものであった。
Example 2 Low heat Portland cement 100 parts by weight, silica fume 3
2.5 parts by weight, fine aggregate 120 parts by weight, high-performance AE water reducing agent 1.0 part by weight (solid content with respect to cement), water 22 parts by weight, steel fiber
(2% of the volume in the formulation) was charged into a twin-screw kneading mixer and kneaded. The flow value of the formulation was measured as in Example 1. As a result, the flow value was 250 mm. Further, the compression strength and the bending strength were measured in the same manner as in Example 1. As a result, the compressive strength was 210 MPa and the bending strength was 47 MPa. Further, the surface roughness (Rmax) was measured in the same manner as in Example 1.
As a result, Rmax was 5.0 μm. Further, when the surface of the cured product for measuring the surface roughness was observed, it was found that the cured product had a luxurious feeling and a solid feeling.

【0027】実施例3 低熱ポルトランドセメント100重量部、シリカフューム3
2.5重量部、細骨材120重量部、高性能AE減水剤1.0重
量部(セメントに対する固形分)、水22重量部、石英粉
30重量部、ウォラストナイト24重量部、鋼繊維(配合物
中の体積の2%)を二軸練りミキサに投入し、混練し
た。該配合物のフロー値を実施例1と同様に測定した。
その結果、フロー値は250mmであった。また、圧縮強度
と曲げ強度も実施例1と同様に測定した。その結果、圧
縮強度は230MPa、曲げ強度は47MPaであった。また、表
面粗さ(Rmax)も実施例1と同様に測定した。その結
果、Rmaxは4.8μmであった。また、表面粗さ測定用の
硬化体の表面を観察したところ、高級感や重厚感のある
ものであった。また、表面粗さ測定用の硬化体を100日
間浴室(一般住宅)に設置し、カビの発生の有無を観察
した。その結果、カビの発生は認められなかった。
Example 3 Low heat Portland cement 100 parts by weight, silica fume 3
2.5 parts by weight, fine aggregate 120 parts by weight, high-performance AE water reducing agent 1.0 part by weight (solid content with respect to cement), water 22 parts by weight, quartz powder
30 parts by weight, 24 parts by weight of wollastonite, and steel fiber (2% of the volume in the composition) were put into a twin-screw mixer and kneaded. The flow value of the formulation was measured as in Example 1.
As a result, the flow value was 250 mm. Further, the compression strength and the bending strength were measured in the same manner as in Example 1. As a result, the compression strength was 230 MPa and the bending strength was 47 MPa. Further, the surface roughness (Rmax) was measured in the same manner as in Example 1. As a result, Rmax was 4.8 μm. Further, when the surface of the cured product for measuring the surface roughness was observed, it was found that the cured product had a luxurious feeling and a solid feeling. The cured product for measuring the surface roughness was placed in a bathroom (general house) for 100 days, and the presence or absence of mold was observed. As a result, no mold was found.

【0028】実施例4 実施例3の配合物を4×4×16cmの型枠(ポリエチレン
製)に流し込み、20℃で28日間気中養生した。該硬化体
の表面を観察したところ、光沢があり、高級感や重厚感
に優れるものであった。
Example 4 The composition of Example 3 was poured into a 4 × 4 × 16 cm formwork (made of polyethylene) and cured in the air at 20 ° C. for 28 days. Observation of the surface of the cured product revealed that it was glossy and had an excellent sense of quality and profound feeling.

【0029】[0029]

【発明の効果】以上説明したように、本発明の硬化体
は、200MPaを超える圧縮強度と20MPaを超える曲げ強度
を発現するので、本発明の硬化体を使用することにより
部材(壁材、床材、天井材等)の厚さを薄くすることが
できる。また、本発明の硬化体は、表面粗さ(Rmax)
が小さい(10μm以下)ので、湿気の多い空間(例え
ば、一般住宅や旅館・ホテル等における浴室や浴場等)
の壁材等に使用してもカビが発生しにくい。また、高級
感や重厚感のあるものである。
As described above, the cured product of the present invention exhibits a compressive strength of more than 200 MPa and a flexural strength of more than 20 MPa. Materials, ceiling materials, etc.) can be reduced. The cured product of the present invention has a surface roughness (Rmax)
Is small (10 μm or less), so humid space (for example, bathrooms and baths in general houses, inns, hotels, etc.)
Mold is less likely to occur even when used for wall materials. In addition, it has a sense of quality and profound feeling.

───────────────────────────────────────────────────── 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 16:06 C04B 16:06 B E 14:38 14:38 A 14:20 14:20 A 14:38 14:38 C 18:14 18:14 Z 22:06) 22:06) A ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) C04B 16:06 C04B 16:06 BE 14:38 14:38 A 14:20 14:20 14:20 A 14:38 14:38 C 18:14 18:14 Z 22:06) 22:06) A

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 少なくとも、セメント、ポゾラン質微粉
末、粒径2mm以下の細骨材、減水剤、及び水を含む配合
物の硬化体であって、表面粗さ(Rmax)が10μm以下
であることを特徴とする硬化体。
1. A cured product of a composition containing at least cement, fine pozzolanic powder, fine aggregate having a particle size of 2 mm or less, a water reducing agent, and water, and having a surface roughness (Rmax) of 10 μm or less. A cured body, characterized in that:
【請求項2】 配合物に、金属繊維及び/又は有機質繊
維を含む請求項1に記載の硬化体。
2. The cured product according to claim 1, wherein the blend contains metal fibers and / or organic fibers.
【請求項3】 金属繊維が、径0.01〜1.0mm、長さ2〜30
mmの鋼繊維である請求項2記載の硬化体。
3. The metal fiber has a diameter of 0.01 to 1.0 mm and a length of 2 to 30.
The cured product according to claim 2, wherein the cured product is a steel fiber of mm.
【請求項4】 有機質繊維が、径0.005〜1.0mm、長さ2
〜30mmのビニロン繊維、ポリプロピレン繊維、ポリエチ
レン繊維、アラミド繊維、炭素繊維から選ばれる1種以
上の繊維である請求項2記載の硬化体。
4. An organic fiber having a diameter of 0.005 to 1.0 mm and a length of 2
The cured product according to claim 2, wherein the cured product is at least one fiber selected from vinylon fibers, polypropylene fibers, polyethylene fibers, aramid fibers, and carbon fibers of up to 30 mm.
【請求項5】 配合物に、平均粒径3〜20μmの無機粉
末を含む請求項1〜4のいずれかに記載の硬化体。
5. The cured product according to claim 1, wherein the composition contains an inorganic powder having an average particle size of 3 to 20 μm.
【請求項6】 配合物に、平均粒度1mm以下の繊維状粒
子又は薄片状粒子を含む請求項1〜5のいずれかに記載
の硬化体。
6. The cured product according to claim 1, wherein the composition contains fibrous particles or flaky particles having an average particle size of 1 mm or less.
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Cited By (8)

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Publication number Priority date Publication date Assignee Title
JP2005112695A (en) * 2003-10-10 2005-04-28 Dps Bridge Works Co Ltd Concrete bar member
JP2007270540A (en) * 2006-03-31 2007-10-18 Taiheiyo Cement Corp Block for sound insulation wall
JP2011513185A (en) * 2008-03-03 2011-04-28 ユナイテッド・ステイツ・ジプサム・カンパニー Self-leveling cementitious composition with controlled strength growth and ultra-high compressive strength at the time of curing and articles made therefrom
JP2011513186A (en) * 2008-03-03 2011-04-28 ユナイテッド・ステイツ・ジプサム・カンパニー Manufacturing process for cement-based armor panels
JP2013159492A (en) * 2012-02-01 2013-08-19 Taiheiyo Precast Concrete Industry Co Ltd Cemental molded body and bonded structure
JP2013216539A (en) * 2012-04-09 2013-10-24 Maruei Concrete Industries Co Ltd Formation of pattern on concrete surface
JP2015006977A (en) * 2013-05-30 2015-01-15 株式会社ビービーエム Fiber-reinforced flowable high strength concrete
WO2015005320A1 (en) * 2013-07-09 2015-01-15 黒崎播磨株式会社 Metal fiber composite

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JP5268612B2 (en) * 2008-12-10 2013-08-21 太平洋セメント株式会社 Cement-based sheet manufacturing method

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JPH06206750A (en) * 1992-09-30 1994-07-26 Takemoto Oil & Fat Co Ltd Dispersant for cement
JPH08217561A (en) * 1995-02-13 1996-08-27 Chichibu Onoda Cement Corp Light-weight calcium silicate formed body and its production
JPH09500352A (en) * 1993-07-01 1997-01-14 ブイゲ METAL FIBER CONCRETE COMPOSITION FOR MOLDING CONCRETE PARTS, OBTAINED PARTS AND METHOD OF THERMAL CURING
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JPH02267146A (en) * 1989-04-10 1990-10-31 Denki Kagaku Kogyo Kk Concrete composition reinforced with high-strength fiber, product using the composition and production of the product
JPH06191918A (en) * 1992-09-30 1994-07-12 Takenaka Komuten Co Ltd Hydraulic cement composition having ultrahigh strength
JPH06206750A (en) * 1992-09-30 1994-07-26 Takemoto Oil & Fat Co Ltd Dispersant for cement
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005112695A (en) * 2003-10-10 2005-04-28 Dps Bridge Works Co Ltd Concrete bar member
JP2007270540A (en) * 2006-03-31 2007-10-18 Taiheiyo Cement Corp Block for sound insulation wall
JP2011513185A (en) * 2008-03-03 2011-04-28 ユナイテッド・ステイツ・ジプサム・カンパニー Self-leveling cementitious composition with controlled strength growth and ultra-high compressive strength at the time of curing and articles made therefrom
JP2011513186A (en) * 2008-03-03 2011-04-28 ユナイテッド・ステイツ・ジプサム・カンパニー Manufacturing process for cement-based armor panels
JP2013159492A (en) * 2012-02-01 2013-08-19 Taiheiyo Precast Concrete Industry Co Ltd Cemental molded body and bonded structure
JP2013216539A (en) * 2012-04-09 2013-10-24 Maruei Concrete Industries Co Ltd Formation of pattern on concrete surface
JP2015006977A (en) * 2013-05-30 2015-01-15 株式会社ビービーエム Fiber-reinforced flowable high strength concrete
WO2015005320A1 (en) * 2013-07-09 2015-01-15 黒崎播磨株式会社 Metal fiber composite
JP2015017001A (en) * 2013-07-09 2015-01-29 黒崎播磨株式会社 Metal fiber composite

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