JPH1036161A - Hydraulic composition and its hardened product - Google Patents

Hydraulic composition and its hardened product

Info

Publication number
JPH1036161A
JPH1036161A JP9289597A JP9289597A JPH1036161A JP H1036161 A JPH1036161 A JP H1036161A JP 9289597 A JP9289597 A JP 9289597A JP 9289597 A JP9289597 A JP 9289597A JP H1036161 A JPH1036161 A JP H1036161A
Authority
JP
Japan
Prior art keywords
water
weight
hydraulic composition
parts
pts
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
JP9289597A
Other languages
Japanese (ja)
Inventor
Kazuyuki Murata
和幸 村田
Toshio Takahashi
利男 高橋
Yoshihiro Tanabe
義博 田邊
Chieko Yahagi
知恵子 矢作
Takako Ichimura
高子 市村
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.)
Nippon Kayaku Co Ltd
Original Assignee
Nippon Kayaku Co Ltd
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 Nippon Kayaku Co Ltd filed Critical Nippon Kayaku Co Ltd
Priority to JP9289597A priority Critical patent/JPH1036161A/en
Publication of JPH1036161A publication Critical patent/JPH1036161A/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
    • 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
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/08Slag 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
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/0045Polymers chosen for their physico-chemical characteristics
    • C04B2103/0053Water-soluble polymers
    • 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

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To obtain a composition capable of providing a hardened product, having a low specific gravity and a high strength and excellent in water resistance by including specific four components therein. SOLUTION: This hydraulic composition is obtained by including (A) a granulated blast furnace slag which is a fine powdery substance having latent hydraulic properties and 2,000-15,000cm<2> /g specific surface area, (B) an ultrafine powdery substance having a smaller average particle diameter than that of the component A by one order or more and <=1μm average particle diameter such as a silica fume or a fly ash in an amount of 3-30 pts.wt. in 100 pts.wt. total amount of the components A and B, (C) a water-soluble substance, used for accomplishing an improvement in operating efficiency, moldability and physical properties and having effects on an improvement in especially the fluidity such as sodium polyacrylate in a low-molecular weight water- soluble polymer in an amount of 0.1-10 pts.wt. based on 100 pts.wt. total amount of the components A and B and a water-soluble substance such as hydroxypropyl methyl cellulose in a water-soluble polymer having thickening effects in an amount of 0.5-15 pts.wt. based on 100 pts.wt. total amount of the components A and B and (D) an aggregate having <=1 specific gravity and >=300kgf/cm<2> compressive strength therein.

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、外装材、内装材、
屋根材、間仕切り材、型枠材料等の建築及び土木材料に
有用な水硬性組成物及びその硬化体に関する。
The present invention relates to an exterior material, an interior material,
The present invention relates to a hydraulic composition useful for architectural and civil engineering materials such as roofing materials, partitioning materials, and formwork materials, and a cured product thereof.

【0002】[0002]

【従来の技術】近年、建築材料として高い曲げ強度を有
する高強度セメントあるいは、高炉水砕スラグを用いた
高強度無機材料が開発されている。しかし、これらの材
料は強度は高いものの、概して比重が大きく硬く、しか
も脆性が大きい為に建築・土木材料とした場合に重くな
り、加工性、施工性等に問題があった。この問題を解決
するために、硬化物を中空構造にしたり、また組成の面
からは種々の軽量骨材を添加するなどの軽量化が図られ
ているが満足のいく結果は得られていない。
2. Description of the Related Art In recent years, high-strength inorganic materials using high-strength cement having high bending strength or granulated blast-furnace slag have been developed as building materials. However, although these materials have high strength, they generally have a large specific gravity and are hard, and are brittle, so that they become heavy when used as architectural / civil engineering materials, and have problems in workability and workability. In order to solve this problem, the cured product is made to have a hollow structure, and in terms of composition, various lightweight aggregates are added to reduce the weight, but no satisfactory results have been obtained.

【0003】例えば、硬化物を中空構造にすることによ
る軽量化は成形法が押出成形である場合に限られ、しか
も押出成形後養生硬化までの成形体の保形性を考慮する
と中空率に限度があり、材料の強度低下という点でも中
空率に限度がある。また組成面ではパーライト等の軽量
骨材を添加して得られる材料は、強度および水浸漬時等
における物性が著しく低下したり、混練中に軽量骨材が
つぶれて期待通りの軽量化を図ることが難しい等の問題
が残っている。
[0003] For example, the weight reduction by making the cured product into a hollow structure is limited to the case where the molding method is extrusion molding, and the hollow ratio is limited in consideration of the shape retention of the molded body from extrusion molding to curing. However, there is a limit to the hollow ratio in terms of reduction in the strength of the material. In terms of composition, the material obtained by adding a lightweight aggregate such as pearlite should significantly reduce the strength and physical properties when immersed in water, etc., and the lightweight aggregate will be crushed during kneading to achieve the expected weight reduction. There are still problems such as difficulties.

【0004】[0004]

【発明が解決しようとする課題】本発明は、比重が小さ
くかつ強度が高く、耐水性に優れた硬化体を与える組成
物を提供することを目的としている。
SUMMARY OF THE INVENTION An object of the present invention is to provide a composition having a low specific gravity, high strength, and a cured product having excellent water resistance.

【0005】[0005]

【課題を解決するための手段】本発明者等は、上記の課
題を解決すべく鋭意検討を重ねた結果、本発明を完成す
るに至った。すなわち、本発明は
Means for Solving the Problems The present inventors have made intensive studies to solve the above-mentioned problems, and as a result, completed the present invention. That is, the present invention

【0006】(1)高炉水砕スラグ、超微粉状物質、水
溶性物質、比重1以下で、圧縮強度が300kgf/cm2
上である骨材を含有する水硬性組成物、(2)水溶性物
質が、水溶性高分子である上記(1)記載の水硬性組成
物、(3)骨材が、中空微小球のセラミックフィラーで
ある上記(1)または(2)記載の水硬性組成物、
(4)有機繊維を含有する上記(1)〜(3)のいずれ
か1項に記載の水硬性組成物、(5)アルカリ刺激剤及
び水を含有する上記(1)〜(4)のいずれか1項に記
載の水硬性組成物、(6)上記(5)記載の水硬性組成
物を混合、必要により成形した後養生硬化してなる硬化
体、(7)上記(5)記載の水硬性組成物を混合、成形
した後養生硬化してなる硬化体、(8)成形方法が押出
成形である上記(7)記載の硬化体に関する。
(1) Hydraulic composition containing granulated blast furnace slag, ultrafine powdery substance, water-soluble substance, aggregate having specific gravity of 1 or less and compressive strength of 300 kgf / cm 2 or more, (2) water-soluble composition (3) the hydraulic composition according to the above (1), wherein the hydrophilic substance is a water-soluble polymer; and (3) the hydraulic composition according to the above (1) or (2), wherein the aggregate is a ceramic filler of hollow microspheres. ,
(4) The hydraulic composition according to any one of the above (1) to (3) containing an organic fiber, (5) any of the above (1) to (4) containing an alkali stimulant and water. Or (6) a cured product obtained by mixing the hydraulic composition according to (5), molding as necessary, and curing after curing, (7) water according to (5). The present invention relates to a cured product obtained by mixing and molding a hardening composition and then curing and curing, and (8) the cured product according to (7), wherein the molding method is extrusion molding.

【0007】[0007]

【発明の実施の形態】以下に本発明を詳細に説明する。
本発明において使用される高炉水砕スラグは、潜在水硬
性のある微粉状の物質であり、その比表面積が通常2,
000〜15,000cm2 /g、好ましくは3,00
0cm2 /g以上、更に好ましくは4,000cm2
g以上のものが用いられる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail.
The granulated blast furnace slag used in the present invention is a finely powdered substance having latent hydraulic properties, and its specific surface area is usually 2,
000 to 15,000 cm 2 / g, preferably 3,000
0 cm 2 / g or more, more preferably 4,000 cm 2 /
g or more are used.

【0008】本発明において用いられる超微粉状物質と
しては、その平均粒径が高炉水砕スラグの平均粒径より
も通常1オーダー以上、好ましくは2オーダー以上小さ
いものが適し、その平均粒径としては通常1μm以下、
好ましくは0.05〜0.5μmのものを用いる。使用
しうる超微粉状物質の具体例としては、シリカヒュー
ム、フライアッシュ、珪石粉、クレー、カオリン、メタ
カオリン、タルク、炭酸カルシウム、陶磁器粉砕物、チ
タニア、アルミナ、ジルコニア、アエロジル、等が挙げ
られるが、混練後の水硬性組成物の粘度特性、及び最終
的に得られる硬化体の力学的物性を考慮すると、シリカ
ヒュームが好ましい。超微粉状物質の使用量は、使用す
る高炉水砕スラグの比表面積や骨材の種類と量等によっ
て異なるが、高炉水砕スラグと超微粉状物質の合計量1
00重量部のうち通常3〜30重量部、好ましくは5〜
20重量部、より好ましくは7〜15重量部を占める量
を用いる。
[0008] As the ultrafine powdery substance used in the present invention, those having an average particle size smaller than the average particle size of the granulated blast furnace slag by at least one order, preferably at least two orders of magnitude are suitable. Is usually 1 μm or less,
Preferably, those having a thickness of 0.05 to 0.5 μm are used. Specific examples of ultrafine powdery substances that can be used include silica fume, fly ash, silica powder, clay, kaolin, metakaolin, talc, calcium carbonate, crushed ceramics, titania, alumina, zirconia, aerosil, and the like. However, in consideration of the viscosity characteristics of the hydraulic composition after kneading and the mechanical properties of the finally obtained cured product, silica fume is preferred. The amount of the ultrafine powdered substance varies depending on the specific surface area of the granulated blast furnace slag and the type and amount of aggregate, but the total amount of the granulated blast furnace slag and the ultrafine powdered substance is 1
Usually 3 to 30 parts by weight, preferably 5 to 5 parts by weight
An amount occupying 20 parts by weight, more preferably 7 to 15 parts by weight, is used.

【0009】本発明の水硬性組成物に含有される水溶性
物質は、本発明の組成物の作業性や成形性、物性向上を
果たす為のものであり、本発明の組成物中で、例えば増
粘効果、強度増大効果、分散性(均一性)向上効果、減
水効果、流動性向上等に寄与する物質である。水溶性物
質によるこれらの効果の発現は、その分子構造によると
ころが最も大きいが、それだけではなく水溶性物質の分
子量の高低によるところも大きく、同じ分子構造であっ
ても分子量の低いものは、組成物の分散性を向上させた
り、減水効果を示したりするが、分子量の高いものはそ
れらの効果よりも組成物の粘度を大きくする増粘効果を
顕著に示す。本発明においては、これらの水溶性物質の
性能を使い分けて使用する。すなわち、本発明の組成物
を流し込み成形や塗膜を成形させる等の形態で使用する
場合には分散性向上効果や減水効果、特に流動性向上効
果が重視されるため、これらの効果を有する水溶性物質
を使用する。
The water-soluble substance contained in the hydraulic composition of the present invention is used for improving workability, moldability, and physical properties of the composition of the present invention. It is a substance that contributes to thickening effect, strength increasing effect, dispersibility (uniformity) improving effect, water reducing effect, flowability improvement and the like. The expression of these effects by a water-soluble substance is most affected by its molecular structure, but not only by the molecular weight of the water-soluble substance but also by the high and low molecular weight of the water-soluble substance. Although these compounds improve the dispersibility and exhibit a water reducing effect, those having a high molecular weight exhibit a thickening effect of increasing the viscosity of the composition more than those effects. In the present invention, the performance of these water-soluble substances is selectively used. That is, when the composition of the present invention is used in a form such as casting or forming a coating film, the dispersibility improving effect and the water reducing effect are particularly important, and the flowability improving effect is particularly important. Use toxic substances.

【0010】分散性向上効果、減水効果、流動性向上効
果がある水溶性物質(水溶性物質(A)という)として
は、例えば分子中にカルボン酸基、又はその塩を有する
比較的低分子量の水溶性高分子が挙げられ、具体的に
は、ポリ(メタ)アクリル酸、(メタ)アクリル酸・無
水マレイン酸共重合物、(メタ)アクリル酸・マレイン
酸・ビニールエーテル共重合物、(メタ)アクリル酸・
イタコン酸・スチレン共重合物、無水マレイン酸・C5
〜C8 オレフィン共重合物、及びこれら高分子の塩を挙
げることが出来る。尚、ここで(メタ)アクリル酸はア
クリル酸、もしくはメタアクリル酸を指す。上記におい
てC5 〜C8 オレフィンの具体例としてはメチルブテ
ン、ペンテン、ヘキセン、シクロペンテン、シクロヘキ
セン等を挙げることが出来る。上記において塩の種類と
しては、リチウム、ナトリウム、カリウム等のアルカリ
金属塩が挙げられ、更にアンモニウム塩も使用できる。
更に、(メタ)アクリル酸、無水マレイン酸、イタコン
酸、スチレン、ビニールエーテル等と共重合可能な単量
体との共重合物であっても良い。共重合可能な単量体と
しては、ヒドロキシエチル(メタ)アクリレート、N−
ビニールピロリドン、スチレンスルホン酸ソーダ、(メ
タ)アリルスルホン酸ソーダ、酢酸ビニール、(メタ)
アクリル酸メチル、(メタ)アクリル酸エチル、(メ
タ)アクリル酸ブチル)、アクリロニトリル、(メタ)
アクリルアマイド、エチレン、プロピレン、イソブチレ
ン、等が挙げられる。これら水溶性高分子のうちポリア
クリル酸ナトリウムが好ましい。
As a water-soluble substance having a dispersibility-improving effect, a water-reducing effect, and a fluidity-improving effect (referred to as a water-soluble substance (A)), for example, a relatively low-molecular-weight compound having a carboxylic acid group or a salt thereof in the molecule. Water-soluble polymers include, for example, poly (meth) acrylic acid, (meth) acrylic acid / maleic anhydride copolymer, (meth) acrylic acid / maleic acid / vinyl ether copolymer, (meth) ) Acrylic acid
Itaconic acid-styrene copolymer, maleic acid-C 5 anhydrous
-C 8 olefin copolymer, and it may be mentioned salts of these polymers. Here, (meth) acrylic acid refers to acrylic acid or methacrylic acid. Examples of C 5 -C 8 olefins in the above-methylbutene, pentene, hexene, cyclopentene, can be mentioned cyclohexene. In the above description, examples of the salt include alkali metal salts such as lithium, sodium, and potassium, and ammonium salts can also be used.
Further, a copolymer of a monomer copolymerizable with (meth) acrylic acid, maleic anhydride, itaconic acid, styrene, vinyl ether, or the like may be used. Examples of copolymerizable monomers include hydroxyethyl (meth) acrylate, N-
Vinyl pyrrolidone, sodium styrene sulfonate, sodium (meth) allyl sulfonate, vinyl acetate, (meth)
Methyl acrylate, ethyl (meth) acrylate, butyl (meth) acrylate), acrylonitrile, (meth)
Acrylamide, ethylene, propylene, isobutylene, and the like are included. Of these water-soluble polymers, sodium polyacrylate is preferred.

【0011】これらの水溶性高分子の分子量はその分子
構造により一慨には言えないが通常1,000〜20
0,000、好ましくは3,000〜100,000で
ある。また、本発明において特に好ましいポリアクリル
酸ナトリウムを例にとると、その分子量は通常1,00
0〜100,000、好ましくは5,000〜50,0
00のものが用いられる。更に、水溶性物質(A)とし
ては、上記に挙げた水溶性高分子に限定されるものでな
く、セメント、コンクリートの減水剤として知られてい
る、例えばナフタレンスルホン酸のホルマリン縮合物の
塩、リグニンスルホン酸の塩、及びメラミンスルホン酸
の塩、等を使用することもできるし、これらを上記の水
溶性物質と併用することも出来る。併用する場合は全水
溶性物質中にこれら減水剤の占める割合は50重量%以
下が好ましい。これら水溶性物質(A)の使用量は、高
炉水砕スラグと超微粉状物質の合計量100重量部に対
して通常0.1〜10重量部、好ましくは0.3〜5重
量部、より好ましくは0.5〜3重量部である。
[0011] The molecular weight of these water-soluble polymers cannot be generally determined due to their molecular structures, but is usually 1,000 to 20.
000, preferably 3,000 to 100,000. Further, taking sodium polyacrylate which is particularly preferred in the present invention as an example, its molecular weight is usually 1,000
0 to 100,000, preferably 5,000 to 50,000
00 is used. Further, the water-soluble substance (A) is not limited to the above-mentioned water-soluble polymers, and is known as a water reducing agent for cement and concrete, for example, a salt of a formalin condensate of naphthalenesulfonic acid, Lignin sulfonic acid salts, melamine sulfonic acid salts, and the like can be used, and these can be used in combination with the above-mentioned water-soluble substances. When used in combination, the proportion of these water reducing agents in the total water-soluble substance is preferably 50% by weight or less. The amount of the water-soluble substance (A) used is usually 0.1 to 10 parts by weight, preferably 0.3 to 5 parts by weight, based on 100 parts by weight of the total amount of the granulated blast furnace slag and the ultrafine powdery substance. More preferably, it is 0.5 to 3 parts by weight.

【0012】また、本発明の組成物を押出成形やプレス
成形法等を用いて成形して用いる場合には、水溶性物質
に対して増粘効果や強度増大効果が要求されるため、こ
れらの効果のある水溶性物質(水溶性物質(B)とい
う)を使用する。水溶性物質(B)は、比較的高分子量
の水溶性高分子が用いられ、その具体例としては、上記
に示した水溶性高分子の内、ヒドロキシプロピルメチル
セルロース、ヒドロキシエチルセルロース、カルボキシ
メチルセルロース等のセルロース誘導体、ポリアクリル
酸、ポリメタクリル酸、ポリアクリル酸あるいはポリメ
タクリル酸のアルカリ金属塩、アクリルアミドとアクリ
ル酸あるいはメタクリル酸の金属塩との共重合体、ポリ
アクリルアマイド、アクリル酸とマレイン酸の共重合体
の金属塩等が挙げられるが、これらに限定されるもので
はない。
When the composition of the present invention is formed by extrusion molding or press molding, etc., the water-soluble substance is required to have a thickening effect and a strength increasing effect. An effective water-soluble substance (referred to as water-soluble substance (B)) is used. As the water-soluble substance (B), a water-soluble polymer having a relatively high molecular weight is used, and specific examples thereof include celluloses such as hydroxypropylmethylcellulose, hydroxyethylcellulose and carboxymethylcellulose among the water-soluble polymers shown above. Derivative, polyacrylic acid, polymethacrylic acid, alkali metal salt of polyacrylic acid or polymethacrylic acid, copolymer of acrylamide with acrylic acid or metal salt of methacrylic acid, polyacrylamide, copolymerization of acrylic acid and maleic acid Examples include, but are not limited to, unified metal salts.

【0013】これら水溶性高分子の中では、ポリアクリ
ル酸ナトリウム、ポリメタクリル酸ナトリウム、ポリア
クリル酸カリウム、ポリメタクリル酸カリウム、ポリア
クリル酸リチウム、ポリメタクリル酸リチウム等のポリ
アクリル酸塩、ポリメタクリル酸塩やカルボキシメチル
セルロース、ヒドロキシプロピルメチルセルロース等の
セルロース誘導体が好ましく、特に増粘効果や強度増大
効果の大きいポリアクリル酸ナトリウムが好ましい。ま
た、これらの水溶性高分子は単独使用だけではなく、2
種以上を併用することもできる。これら水溶性高分子の
分子量は特に限定されるものではないが、例えばポリア
クリル酸ナトリウムを例にとると、その分子量が通常1
00,000以上、好ましくは500,000以上のも
のを用いる。分子量分布は単一の分子量分布のもので
も、低分子のものから高分子のものまで幅広い分布を持
つものでも良い。
Among these water-soluble polymers, polyacrylic acid salts such as sodium polyacrylate, sodium polymethacrylate, potassium polyacrylate, potassium polymethacrylate, lithium polyacrylate, lithium polymethacrylate, and polymethacrylic acid. Acid salts, cellulose derivatives such as carboxymethylcellulose and hydroxypropylmethylcellulose are preferable, and sodium polyacrylate having a large thickening effect and a large strength increasing effect is particularly preferable. These water-soluble polymers are not only used alone, but also
More than one species may be used in combination. Although the molecular weight of these water-soluble polymers is not particularly limited, for example, when sodium polyacrylate is taken as an example, the molecular weight is usually 1
A material of not less than 00,000, preferably not less than 500,000 is used. The molecular weight distribution may be a single molecular weight distribution, or may have a wide distribution from low molecular weight to high molecular weight.

【0014】これらの水溶性物質(B)は、水硬性組成
物を混練するときに均一に水硬性組成物中に混練される
ことが好ましく、細かく粉砕したパウダー状、ビーズ状
のものまたは必要により水溶液としたものを用いること
が好ましい。水溶性物質(B)の使用量は、本発明の硬
化体に要求される特性によって異なるが、高炉水砕スラ
グと超微粉状物質の合計量100重量部に対して、通常
0.5〜15重量部、好ましくは1.0〜10重量部、
より好ましくは1.5〜5重量部である。以下、前記水
溶性物質(A)、(B)をあわせて水溶性物質という。
These water-soluble substances (B) are preferably kneaded uniformly into the hydraulic composition when the hydraulic composition is kneaded, and may be finely pulverized powder, beads or as required. It is preferable to use an aqueous solution. The amount of the water-soluble substance (B) varies depending on the properties required for the cured product of the present invention. 15 parts by weight, preferably 1.0 to 10 parts by weight,
More preferably, it is 1.5 to 5 parts by weight. Hereinafter, the water-soluble substances (A) and (B) are collectively referred to as a water-soluble substance.

【0015】本発明で用いる比重1以下で圧縮強度が3
00kgf/cm2 以上である骨材は、このような比重及び圧
縮強度を有する骨材であれば特に限定されないが、吸水
性の低い骨材が好ましい。比重については、好ましくは
0.5以下、圧縮強度は、500〜1500kgf/cm2
好ましい。骨材の圧縮強度は例えば、容積既知の試料を
密封容器に入れ、これに水銀を注ぎ入れた後容器を密封
し、容器の上から圧力を徐々に加え骨材を破壊させ、そ
の際の容積減と圧力の関係から測定することができる。
このような比重及び圧縮強度を有する骨材の具体例とし
ては、シリカアルミナマイクロバルーン、フライアッシ
ュバルーン;例えば新生熱研工業(株)社製のコールフ
ローター、硬質セラミックからなるセラミックバルー
ン、中空微小球のセラミックフィラー;例えば商品名マ
イクロセルズ(秩父小野田(株)製)、ガラスマイクロ
バルーン等が挙げられフライアッシュバルーン、中空微
小球のセラミックフィラーが好ましく、中空微小球のセ
ラミックフィラーが特に好ましい。これらの骨材は、単
独でも2種類以上併用することも出来る。
The specific gravity used in the present invention is 1 or less and the compressive strength is 3
Aggregate of not less than 00 kgf / cm 2 is not particularly limited as long as it has such specific gravity and compressive strength, but an aggregate having low water absorption is preferable. The specific gravity is preferably 0.5 or less, and the compressive strength is preferably 500 to 1500 kgf / cm 2 . The compressive strength of the aggregate can be measured, for example, by placing a sample of known volume in a sealed container, pouring mercury into the container, sealing the container, gradually applying pressure from above the container to break the aggregate, It can be measured from the relationship between pressure reduction and pressure.
Specific examples of the aggregate having such specific gravity and compressive strength include silica-alumina microballoons and fly ash balloons; for example, a coal floater manufactured by Shinseikenken Co., Ltd., a ceramic balloon made of hard ceramic, and hollow microspheres. Ceramic fillers such as Microcells (trade name, manufactured by Chichibu Onoda Co., Ltd.), glass microballoons, and the like; fly ash balloons, hollow microsphere ceramic fillers are preferable, and hollow microsphere ceramic fillers are particularly preferable. These aggregates can be used alone or in combination of two or more.

【0016】前記骨材の粒径は、特に限定されないが通
常平均粒径5mm以下、好ましくは1mm以下、より好ま
しくは500μm以下のものを用いる。骨材の粒径分布
は狭くても、幅広くても良い。骨材の使用量は、高炉水
砕スラグと超微粉状物質の合計量100重量部に対し
て、通常5〜200重量部、好ましくは5〜100重量
部、より好ましくは10〜50重量部である。骨材の使
用量が少なすぎると軽量化の効果が薄れ、多すぎると水
硬性組成物の混練性、成形性さらには硬化体の物性低下
をもたらす。
The particle size of the aggregate is not particularly limited, but usually the average particle size is 5 mm or less, preferably 1 mm or less, more preferably 500 μm or less. The particle size distribution of the aggregate may be narrow or wide. The amount of the aggregate is usually 5 to 200 parts by weight, preferably 5 to 100 parts by weight, more preferably 10 to 50 parts by weight, based on 100 parts by weight of the total amount of the granulated blast furnace slag and the ultrafine powdery substance. It is. If the amount of the aggregate is too small, the effect of reducing the weight is reduced, and if it is too large, the kneadability, moldability and physical properties of the cured product of the hydraulic composition are reduced.

【0017】本発明の水硬性組成物は、必要に応じて有
機繊維を含有する。用いうる有機繊維の具体例として
は、バージンパルプ、再生パルプ、麻、綿等の天然繊
維、ナイロン、ビニロン、ポリプロピレン、ポリエステ
ル、アクリル、アラミド等の合成繊維が挙げられるが、
一般に建築材料中に用いられている有機繊維であれば特
に限定されない。繊維長は特に限定されないが通常12
mm以下のものを用いる。有機繊維の使用量は、高炉水
砕スラグと超微粉状物質の合計量100重量部に対して
天然繊維の場合は通常1〜50重量部、好ましくは2〜
30重量部、より好ましくは3〜15重量部、合成繊維
の場合は、高炉水砕スラグと超微粉状物質の合計量10
0重量部に対して通常0.1〜15重量部、好ましくは
0.2〜10重量部である。これらは1種類でも2種類
以上併用してもよい。
The hydraulic composition of the present invention contains organic fibers as necessary. Specific examples of organic fibers that can be used include virgin pulp, recycled pulp, hemp, natural fibers such as cotton, nylon, vinylon, polypropylene, polyester, acrylic, and synthetic fibers such as aramid.
There is no particular limitation as long as it is an organic fiber generally used in building materials. Although the fiber length is not particularly limited, it is usually 12
mm or less is used. The amount of organic fiber used is usually 1 to 50 parts by weight, preferably 2 to 50 parts by weight, in the case of natural fibers, based on 100 parts by weight of the total amount of granulated blast furnace slag and ultrafine powdery substance.
30 parts by weight, more preferably 3 to 15 parts by weight, in the case of synthetic fibers, the total amount of granulated blast furnace slag and ultrafine powdery substance 10
It is usually 0.1 to 15 parts by weight, preferably 0.2 to 10 parts by weight, based on 0 parts by weight. These may be used alone or in combination of two or more.

【0018】本発明の水硬性組成物には、更に必要に応
じて種々の混和剤を使用することができる。用いうる混
和剤の具体例としては、粉砕された徐冷スラグ、フェロ
クロムスラグ、ワラストナイト、シリカ、アルミナ、フ
ライアッシュ、パーライト、タルク、珪砂、珪石粉、ク
レー、カオリン、炭酸カルシウム、陶磁器粉砕物、チタ
ニア、ジルコニア、マイカ、砂利等の平均粒径が10μ
m以上の無機充填材、カーボン繊維、ガラス繊維、スチ
ール繊維等の無機繊維材、木片、発泡スチロール、硬化
遅延剤、シランカップリング剤、撥水剤、表面処理剤、
顔料等が挙げられる。これら混和剤のうち、顔料として
例えばベンガラ(酸化鉄)を加えて、本発明を実施すれ
ば、茶色に着色された硬化体を得ることができる。ま
た、軽量化材としてパーライトを用いると本発明の効果
が著しく下がるが、コスト面から考えると汎用軽量化材
として併用することも可能である。
In the hydraulic composition of the present invention, various admixtures can be further used, if necessary. Specific examples of the admixture that can be used include pulverized slow-cooled slag, ferrochrome slag, wollastonite, silica, alumina, fly ash, perlite, talc, silica sand, silica powder, clay, kaolin, calcium carbonate, and ground ceramics , Titania, zirconia, mica, gravel, etc. have an average particle size of 10μ
m or more of inorganic filler, carbon fiber, glass fiber, inorganic fiber material such as steel fiber, wood chip, styrene foam, curing retarder, silane coupling agent, water repellent, surface treatment agent,
Pigments and the like. If the present invention is carried out by adding, for example, red iron oxide (iron oxide) as a pigment among these admixtures, a cured product colored brown can be obtained. When pearlite is used as a lightening material, the effect of the present invention is remarkably reduced. However, from the viewpoint of cost, it can be used as a general-purpose lightening material.

【0019】これらの混和剤の添加量は、無機充填材及
び無機繊維材の場合には高炉水砕スラグと超微粉状物質
の合計量100重量部に対して通常10〜200重量部
が、又硬化遅延剤、表面処理剤、顔料等の場合には同様
に0.1〜10重量部が必要に応じて用いられる。
In the case of the inorganic filler and the inorganic fiber material, the amount of the admixture is usually 10 to 200 parts by weight based on 100 parts by weight of the total amount of the granulated blast furnace slag and the ultrafine powdery substance. In the case of a curing retarder, a surface treatment agent, a pigment and the like, 0.1 to 10 parts by weight is similarly used as needed.

【0020】次に、本発明の水硬性組成物の製造方法に
関して述べる。本発明の水硬性組成物は、高炉水砕スラ
グと超微粉状物質、水溶性物質、骨材、所望により前記
混和剤とをミキサーに入れ混合し得られる。また、こう
して得られた水硬性組成物に下記する所定量の水を加え
ておくことも可能で、このままでは硬化反応は、開始せ
ず保存することもできる。こうして得られた水硬性組成
物に下記する所定量のアルカリ刺激剤及び水を添加し、
混合、必要に応じて混練すれば前記(2)記載の本発明
の水硬性組成物が得られる。
Next, a method for producing the hydraulic composition of the present invention will be described. The hydraulic composition of the present invention can be obtained by mixing granulated blast furnace slag with an ultrafine powdery substance, a water-soluble substance, an aggregate and, if desired, the admixture in a mixer. In addition, a predetermined amount of water described below can be added to the hydraulic composition thus obtained, and the curing reaction can be stored without starting the curing reaction. A predetermined amount of an alkali stimulant and water described below are added to the hydraulic composition thus obtained,
The hydraulic composition of the present invention described in the above (2) can be obtained by mixing and kneading as necessary.

【0021】本発明で用いるアルカリ刺激剤としては、
種々のアルカリ性物質が使用できる。用いうるアルカリ
刺激剤の具体例としては、水酸化ナトリウム、水酸化カ
リウム、水酸化リチウム等のアルカリ金属の水酸化物、
炭酸ナトリウム、炭酸カリウム等のアルカリ金属の炭酸
塩、水酸化カルシウム、水酸化マグネシウム等のアルカ
リ土類金属の水酸化物、珪酸ナトリウム、メタ珪酸ナト
リウム、珪酸カリウム、メタ珪酸カリウム、オルソ珪酸
ナトリウム、水ガラス等の珪酸塩が挙げられるが、アル
カリ性物質であればこれらに限定されない。これらのア
ルカリ刺激剤の中でアルカリ金属の水酸化物が好まし
く、水酸化ナトリウムが特に好ましい。これらの硬化刺
激剤は1種類でも2種類以上を併用しても良い。
The alkali stimulants used in the present invention include:
Various alkaline substances can be used. Specific examples of alkali stimulants that can be used include sodium hydroxide, potassium hydroxide, hydroxides of alkali metals such as lithium hydroxide,
Alkali metal carbonates such as sodium carbonate and potassium carbonate, hydroxides of alkaline earth metals such as calcium hydroxide and magnesium hydroxide, sodium silicate, sodium metasilicate, potassium silicate, potassium metasilicate, sodium orthosilicate, water Examples include silicates such as glass, but are not limited to these as long as they are alkaline substances. Among these alkali stimulants, hydroxides of alkali metals are preferred, and sodium hydroxide is particularly preferred. One or more of these curing stimulants may be used in combination.

【0022】これらアルカリ刺激剤の使用量は、高炉水
砕スラグの比表面積、超微粉状物質の種類と量、骨材の
種類と量、及びこれらを混合、混練するのに必要な水量
によって異なるが、概ね高炉水砕スラグと超微粉状物質
の合計量100重量部に対して、0.5〜20重量部、
好ましくは1〜15重量部、より好ましくは2〜10重
量部である。アルカリ刺激剤は、そのまま用いてもよい
が、水溶液として用いるほうが好ましい。
The amount of the alkali stimulant used depends on the specific surface area of the granulated blast furnace slag, the type and amount of ultrafine powdery material, the type and amount of aggregate, and the amount of water required for mixing and kneading them. Although different, in general, for a total amount of 100 parts by weight of granulated blast furnace slag and ultrafine powdery substance, 0.5 to 20 parts by weight,
Preferably it is 1 to 15 parts by weight, more preferably 2 to 10 parts by weight. The alkaline stimulant may be used as it is, but is preferably used as an aqueous solution.

【0023】本発明で用いる水としては、通常の工業用
水が使用でき、上水、井戸水、イオン交換水等でも良
く、特に限定されない。水の使用量は、高炉水砕スラグ
の粒径、超微粉状物質の添加量、骨材の種類と粒度及び
量、並びに必要に応じて用いる有機繊維及び混和剤の種
類と量、及び混合、混練状態によって異なるが、概ね高
炉水砕スラグと超微粉状物質の合計量100重量部に対
して、20〜300重量部、好ましくは30〜100重
量部、より好ましくは35〜80重量部である。
As the water used in the present invention, ordinary industrial water can be used, and may be tap water, well water, ion-exchanged water, etc., and is not particularly limited. The amount of water used depends on the particle size of the granulated blast furnace slag, the amount of ultrafine powdered material added, the type and size and amount of aggregate, and the type and amount of organic fibers and admixtures used as necessary, and mixing Although it varies depending on the kneading state, it is generally 20 to 300 parts by weight, preferably 30 to 100 parts by weight, more preferably 35 to 80 parts by weight based on 100 parts by weight of the total amount of the granulated blast furnace slag and the ultrafine substance. It is.

【0024】混合に使用するミキサーとしては、オムニ
ミキサー、プラネタリーミキサー、アイリッヒ型ミキサ
ー等が挙げられるが特に限定されない。混練に使用する
混練機としては特に限定されないが、ニーダー及びルー
ダーを兼ね備えたニーダールーダー型混練機が好ましく
用いられる。
The mixer used for mixing includes, but is not limited to, an omni mixer, a planetary mixer, an Erich-type mixer and the like. The kneader used for kneading is not particularly limited, but a kneader-ruder type kneader having both a kneader and a ruder is preferably used.

【0025】こうして得られた本発明の水硬性組成物
は、不定形材料としての使用に加えて、こて、ロールコ
ーター等を用いて塗布して使用したり、必要により流込
み成形、プレス成形あるいは押出成形法等により所望の
形状に成形した成形体を養生硬化させることにより、本
発明の硬化体を得ることができる。押出成形の場合には
成形は、真空装置を兼ね備えた真空押出機の使用が好ま
しい。養生硬化は、通常室温〜200℃までの温度で良
いが、湿潤状態を保った状態がより好ましい。特に養生
硬化の初期においては、成形体を飽和水蒸気下におく
か、あるいは成形体をビニールで覆う等の手段によって
乾燥しないようにするのが好ましい。養生時間は、養生
温度が高いほど十分に硬化するまでの養生時間は短くて
すむ傾向があり、特に制限されないが、通常4時間〜2
8日程度である。また、水中養生、蒸気養生あるいは加
圧下でのオートクレーブ養生でも良いが簡便にしかも短
時間に高強度の硬化体を得るには60〜90℃で1〜1
2時間の蒸気養生で十分である。こうして得られる硬化
体は、そのまま建築材料として使用することもできる
が、通常は室温から120℃程度の温度下で所定量の水
分を蒸発してから用いることが好ましい。乾燥は、本発
明の硬化体の中の骨材や繊維の量、使用目的等によって
大きく異なるが、通常、混合に使用した水量の10〜9
0重量%、好ましくは30〜70重量%を除去する程度
である。こうして得られた本発明の硬化体は、通常比重
が1.8〜1.3、好ましい条件下では1.3〜0.
8、曲げ強度は通常200〜400kgf/cm2 、1
日水浸後の吸水率は、通常0.1〜10重量%である。
このように、本発明の硬化体は驚くべきことには、軽量
であるにも拘わらず、強度が高く、しかも吸水性が低く
耐水性能に優れているという極めて高性能な硬化体であ
る。
The hydraulic composition of the present invention thus obtained can be used by applying it using a trowel, a roll coater or the like, in addition to using it as an irregularly shaped material, or, if necessary, casting or press molding. Alternatively, the cured product of the present invention can be obtained by curing and curing a molded product formed into a desired shape by an extrusion molding method or the like. In the case of extrusion molding, it is preferable to use a vacuum extruder that also has a vacuum device. Curing and curing may be carried out usually at a temperature from room temperature to 200 ° C., but more preferably in a wet state. In particular, in the early stage of curing and curing, it is preferable to keep the molded body under saturated steam or prevent the molded body from being dried by means such as covering the molded body with vinyl. The curing time is not particularly limited, and the curing time until curing is sufficiently high as the curing temperature is high is not particularly limited, but is usually 4 hours to 2 hours.
It is about 8 days. Underwater curing, steam curing or autoclave curing under pressure may be used, but in order to easily obtain a high-strength cured product in a short time at a temperature of 60 to 90 ° C.
Two hours of steam curing is sufficient. The cured product thus obtained can be used as it is as a building material, but it is usually preferable to evaporate a predetermined amount of water at room temperature to about 120 ° C. before use. Drying varies greatly depending on the amount of aggregates and fibers in the cured product of the present invention, the purpose of use, and the like, but is usually 10 to 9 times the amount of water used for mixing.
0% by weight, preferably 30 to 70% by weight is removed. The cured product of the present invention thus obtained usually has a specific gravity of 1.8 to 1.3, and preferably 1.3 to 0.3 under preferable conditions.
8. The bending strength is usually 200 to 400 kgf / cm 2 ,
The water absorption after day water immersion is usually 0.1 to 10% by weight.
As described above, surprisingly, the cured product of the present invention is an extremely high-performance cured product having high strength, low water absorption, and excellent water resistance despite being lightweight.

【0026】[0026]

【実施例】次に、本発明を実施例により更に詳細に説明
するが、本発明はこれら実施例に限定されない。
Next, the present invention will be described in more detail with reference to examples, but the present invention is not limited to these examples.

【0027】実施例1 ブレーン比表面積4,000cm2 /gの高炉水砕スラ
グ90重量部、シリカフューム10重量部、骨材として
中空微小球のセラミックフィラー(秩父小野田(株)
製、商品名マイクロセルズSLG、粒度範囲20〜30
0μm、比重0.4、圧縮強度700Kgf/cm2 )40重
量部、重量平均分子量150万のポリアクリル酸ナトリ
ウム3重量部、及びパルプ5重量部を仕込みアイリッヒ
ミキサーにて混合し本発明の水硬性組成物を得た。更に
この水硬性組成物に水40重量部に水酸化ナトリウム3
重量部を溶解させた水溶液を添加し更に混合した。混合
物をニーダールーダー型混練機に移し、約5分間混練
し、本発明の水硬性組成物を得た。
Example 1 90 parts by weight of granulated blast furnace slag having a specific surface area of 4,000 cm 2 / g, 10 parts by weight of silica fume, and ceramic filler of hollow microspheres as aggregate (Chichibu Onoda Co., Ltd.)
Product name, Microcells SLG, particle size range 20-30
0 μm, specific gravity 0.4, compressive strength 700 kgf / cm 2 ) 40 parts by weight, 3 parts by weight of sodium polyacrylate having a weight average molecular weight of 1.5 million, and 5 parts by weight of pulp were mixed by an Erich mixer and mixed with water of the present invention. A hard composition was obtained. Furthermore, sodium hydroxide 3 was added to 40 parts by weight of water to the hydraulic composition.
An aqueous solution in which parts by weight were dissolved was added and further mixed. The mixture was transferred to a kneader-ruder type kneader and kneaded for about 5 minutes to obtain a hydraulic composition of the present invention.

【0028】次いで、前記で得られた水硬性組成物を真
空押出機によって約20mmHgの減圧下で厚さ10mm、幅
100mm、長さ600mmの板状物および直径20m
m、長さ400mmの円柱物に成形した後、90℃、相
対湿度98%のもとで12時間置き養生硬化させた。こ
うして得られた硬化体を80℃の乾燥機内で2日乾燥し
たところ比重1.24の本発明の硬化体が得られた。こ
の板状硬化体を幅30mm、押出方向に長さ180mm
に切り出して試験片を作成し、万能引張試験機(テンシ
ロン:(株)オリエンテック製)を用いて2点支持1点
載荷曲げ強度試験をスパン間150mm、載荷速度0.
5mm/分で行ったところ、曲げ強度が245kgf/
cm2 、曲げ弾性率が1.4×105 kgf/cm2
あった。
Next, the hydraulic composition obtained above was subjected to a vacuum extruder under reduced pressure of about 20 mmHg to obtain a plate-shaped material having a thickness of 10 mm, a width of 100 mm and a length of 600 mm, and a diameter of 20 m.
After forming into a cylinder having a length of 400 mm and a length of 400 mm, it was cured at a temperature of 90 ° C. and a relative humidity of 98% for 12 hours. The cured product thus obtained was dried in a dryer at 80 ° C. for 2 days to obtain a cured product of the present invention having a specific gravity of 1.24. This plate-shaped cured body is 30 mm wide and 180 mm long in the extrusion direction.
Into a test piece, and a two-point supporting one-point loading bending strength test was performed using a universal tensile tester (Tensilon: Orientec Co., Ltd.) with a span of 150 mm and a loading speed of 0.1 mm.
When performed at 5 mm / min, the bending strength was 245 kgf /
cm 2 , and the flexural modulus was 1.4 × 10 5 kgf / cm 2 .

【0029】また、この板状硬化体を水に浸漬した時の
重量増加率及び吸水伸び率は1日浸漬後でそれぞれ4.
0%、0.01%、15日浸漬後でそれぞれ11%、
0.09%であった。また、板状硬化体を1週間水に浸
漬した時の曲げ強度及び曲げ弾性率はそれぞれ205k
gf/cm2 、1.22×105 kgf/cm2 であっ
た。
The weight increase rate and the water absorption elongation rate when the plate-like cured body is immersed in water are respectively 4.
0%, 0.01%, 11% each after immersion for 15 days,
0.09%. The flexural strength and flexural modulus when the plate-like cured body was immersed in water for one week were 205 k each.
gf / cm 2 and 1.22 × 10 5 kgf / cm 2 .

【0030】また、この板状硬化体についてJIS A
1321記載に準じて難燃性基材試験を行ったところ、
温度上昇が40℃以下であり合格であった。更に得られ
た硬化体は鋸引き、ネジ込み、いずれも可能であった。
また、得られた板状硬化体についてJIS A1435
の記載に準じて耐凍害性試験を行ったところ300サイ
クル試験後も外観変化は認められなかった。また、得ら
れた板状硬化体を60℃で21日間乾燥させたときの重
量含水率変化量及び長さ変化率は、それぞれ−6.7%
及び−0.05%であった。また、得られた板状硬化体
についてJISA6910記載の方法に従って透水試験
を行ったところ0.7mlであった。さらに、得られた
板状硬化体を屋外に曝露して経年変化を観察したとこ
ろ、1年間経過した後でも外観に全く変化はなく、寸
法、重量及び強度の変化は極めて小さかった。また、前
記円柱状硬化体を長さ4cmに切り出し、載荷速度0.
2mm/分で圧縮強度試験を行ったところ1000kg
f/cm2 であった。
In addition, this plate-like cured product is JIS A
When a flame retardant base material test was performed according to 1321 description,
The temperature rise was 40 ° C. or less, which was a pass. Further, the obtained cured product could be sawed and screwed.
In addition, the obtained plate-like cured body was JIS A1435.
As a result of a frost damage resistance test according to the description of above, no change in appearance was observed even after the 300 cycle test. Further, when the obtained plate-shaped cured product was dried at 60 ° C. for 21 days, the change in weight moisture content and the change in length were −6.7%, respectively.
And -0.05%. Further, a water permeability test was performed on the obtained plate-like cured body according to the method described in JIS A6910, and it was 0.7 ml. Furthermore, when the obtained plate-like cured product was exposed outdoors and observed over time, there was no change in appearance even after one year had passed, and the changes in size, weight and strength were extremely small. Further, the columnar cured body was cut out to a length of 4 cm, and the loading speed was set at 0.
1000 kg when the compressive strength test was performed at 2 mm / min.
f / cm 2 .

【0031】実施例2 実施例1においてパルプを10重量部に増やし、有機繊
維としてポリプロピレン繊維(繊維長6mm)を2重量
部加え、添加水量を53重量部に増やした以外は、実施
例1と同様な操作を行うことによって本発明の水硬性組
成物を得た。更にこの水硬性組成物を実施例1と同様に
成形、養生硬化、乾燥させ、比重1.15、曲げ強度2
00kgf/cm2 、曲げ弾性率1.0×105 kgf
/cm2、圧縮強度910kgf/cm2 の本発明の硬
化体を得た。
Example 2 The procedure of Example 1 was repeated except that the pulp was increased to 10 parts by weight, the polypropylene fiber (fiber length: 6 mm) was added as an organic fiber by 2 parts by weight, and the amount of water added was increased to 53 parts by weight. By performing the same operation, a hydraulic composition of the present invention was obtained. Further, this hydraulic composition was molded, cured, and dried in the same manner as in Example 1, and had a specific gravity of 1.15 and a bending strength of 2.
00 kgf / cm 2 , flexural modulus 1.0 × 10 5 kgf
/ Cm 2 , and a cured product of the present invention having a compressive strength of 910 kgf / cm 2 .

【0032】この硬化体を水に浸漬した時の重量増加率
及び吸水伸び率は1日浸漬後でそれぞれ8.6%、0.
06%、15日浸漬後でそれぞれ16%、0.13%で
あった。また、1週間水に浸漬した時の曲げ強度及び曲
げ弾性率はそれぞれ145kgf/cm2 、7.7×1
4 kgf/cm2 であった。更に得られた硬化体は、
鋸引き、ねじこみ、釘打ち、いずれも可能であった。
When the cured product was immersed in water, the weight increase rate and the water absorption elongation rate were 8.6% and 0.
06% and 16% after immersion for 15 days, respectively. The flexural strength and flexural modulus when immersed in water for one week were 145 kgf / cm 2 and 7.7 × 1 respectively.
0 was 4 kgf / cm 2. Further, the obtained cured product is
Sawing, screwing and nailing were all possible.

【0033】実施例3 実施例1において骨材をマイクロセルズSLG40重量
部からフライアッシュバルーン(新生熱研工業(株)社
製、商品名;コールフローター)50重量部に代えて、
パルプを2重量部に減らし、ポリプロピレン繊維(繊維
長6mm)を2重量部加え、添加水量を42重量部に変
えた以外は、実施例1と同様な操作を行うことによって
本発明の水硬性組成物を得た。更にこの水硬性組成物を
実施例1と同様に成形、養生硬化、乾燥させ、比重1.
16、曲げ強度215kgf/cm2 、曲げ弾性率1.
4×105 kgf/cm2 、圧縮強度1110kgf/
cm2 の本発明の硬化体を得た。
Example 3 In Example 1, the aggregate was changed from 40 parts by weight of Microcells SLG to 50 parts by weight of fly ash balloon (trade name: Coal Floater, manufactured by Shin-Senken Co., Ltd.).
The hydraulic composition of the present invention was obtained by performing the same operation as in Example 1 except that the pulp was reduced to 2 parts by weight, the polypropylene fiber (fiber length: 6 mm) was added to 2 parts by weight, and the amount of water added was changed to 42 parts by weight. I got something. Further, this hydraulic composition was molded, cured and dried in the same manner as in Example 1, and dried.
16. Flexural strength 215 kgf / cm 2 , Flexural modulus 1.
4 × 10 5 kgf / cm 2 , compressive strength 1110 kgf /
cm 2 of the cured product of the present invention was obtained.

【0034】この硬化体を水に浸漬した時の重量増加率
及び吸水伸び率は1日浸漬後でそれぞれ1.1%、0.
02%、15日浸漬後でそれぞれ8%、0.08%であ
った。また、1週間水に浸漬した時の曲げ強度及び曲げ
弾性率はそれぞれ195kgf/cm2 、1.2×10
5 kgf/cm2 であった。また、得られた硬化体につ
いてJIS A6910記載の方法に従って透水試験を
行ったところ0.3mlであった。
The weight gain and water absorption elongation of this cured product when immersed in water were 1.1% and 0.1%, respectively, after immersion for one day.
It was 8% and 0.08% after immersion in 02% and 15 days, respectively. The flexural strength and flexural modulus when immersed in water for one week were 195 kgf / cm 2 and 1.2 × 10, respectively.
It was 5 kgf / cm 2 . Further, a water permeability test was performed on the obtained cured product according to the method described in JIS A6910, and it was 0.3 ml.

【0035】実施例4 実施例2及び実施例3で得られ水硬性組成物を用いて中
空率40%の板状材料を製造(養生硬化条件は実施例1
と同じ)したところ見かけ比重0.7の軽量材料(本発
明の硬化体)が得られた。
Example 4 A plate-like material having a porosity of 40% was produced from the hydraulic compositions obtained in Examples 2 and 3 (curing and curing conditions were as in Example 1).
As a result, a lightweight material having an apparent specific gravity of 0.7 (cured body of the present invention) was obtained.

【0036】実施例5 実施例1において、珪砂(秩父珪砂7号)50重量部を
更に加え、マイクロセルズSLGを40重量部から20
重量部に代え、水を35重量部に代えた以外は実施例1
と同様な方法で本発明の水硬性組成物を得た。更にこの
水硬性組成物を実施例1と同様に成形、養生硬化、乾燥
させ、比重1.60、曲げ強度320kgf/cm2
曲げ弾性率2.0×105 kgf/cm2 、圧縮強度1
210kgf/cm2 の本発明の硬化体を得た。
Example 5 In Example 1, 50 parts by weight of silica sand (Chichibu Silica Sand No. 7) was further added, and Microcells SLG was added from 40 parts by weight to 20 parts by weight.
Example 1 except that water was replaced by 35 parts by weight instead of parts by weight
The hydraulic composition of the present invention was obtained in the same manner as in the above. Further, the hydraulic composition was molded, cured and dried in the same manner as in Example 1, and had a specific gravity of 1.60, a bending strength of 320 kgf / cm 2 ,
Flexural modulus 2.0 × 10 5 kgf / cm 2 , compressive strength 1
A cured product of the present invention of 210 kgf / cm 2 was obtained.

【0037】この硬化体を水に浸漬した時の重量増加率
及び吸水伸び率は1日浸漬後でそれぞれ1.3%、0.
01%、15日浸漬後でそれぞれ8%、0.08%であ
った。また、1週間水に浸漬した時の曲げ強度及び曲げ
弾性率はそれぞれ280kgf/cm2 、1.8×10
5 kgf/cm2 であった。また、板状硬化体について
JIS A1321記載に準じて難燃性基材試験を行っ
たところ、温度上昇が35℃以下であり合格であった。
また、得られた板状硬化体についてJIS A1435
の記載に準じて耐凍害性試験を行ったところ300サイ
クル試験後も外観変化は認められなかった。また、得ら
れた板状硬化体をJIS A6910に従って透水試験
を行ったところ0.52mlであった。
The rate of weight increase and the rate of elongation of water when the cured product was immersed in water were 1.3% and 0.3%, respectively, after immersion for one day.
01% and 8% after immersion for 15 days, respectively. The flexural strength and flexural modulus when immersed in water for one week were 280 kgf / cm 2 and 1.8 × 10 4 , respectively.
It was 5 kgf / cm 2 . In addition, when a flame retardant base material test was performed on the plate-like cured body according to JIS A1321, the temperature rise was 35 ° C. or less, which was a pass.
In addition, the obtained plate-like cured body was JIS A1435.
As a result of a frost damage resistance test according to the description of above, no change in appearance was observed even after the 300 cycle test. When a water permeability test was performed on the obtained plate-like cured body according to JIS A6910, the result was 0.52 ml.

【0038】実施例5 実施例1においてパルプを7重量部に増やし、有機繊維
としてビニロン繊維(ユニチカ製、繊維長6mm)を1
重量部加え、パーライト(三井パーライト;加工用5
号)を20重量部添加し、添加水量を56重量部に増や
した以外は、実施例1と同様な操作を行うことによって
本発明の水硬性組成物を得た。更にこの水硬性組成物を
実施例1と同様に成形、養生硬化、乾燥させ、比重1.
0、曲げ強度140kgf/cm2 、曲げ弾性率0.8
×105 kgf/cm2 、圧縮強度720kgf/cm
2 の板状硬化体(本発明の硬化体)を得た。
Example 5 In Example 1, the pulp was increased to 7 parts by weight, and vinylon fibers (produced by Unitika, fiber length 6 mm) were used as organic fibers.
Parts by weight, perlite (Mitsui perlite; 5 for processing)
Was added and the amount of water added was increased to 56 parts by weight, and the same operation as in Example 1 was carried out to obtain a hydraulic composition of the present invention. Further, this hydraulic composition was molded, cured and dried in the same manner as in Example 1, and dried.
0, flexural strength 140 kgf / cm 2 , flexural modulus 0.8
× 10 5 kgf / cm 2 , compressive strength 720 kgf / cm
Thus, a plate-shaped cured product (cured product of the present invention) of No. 2 was obtained.

【0039】この硬化体を水に浸漬した時の重量増加率
及び吸水伸び率は1日浸漬後でそれぞれ10.8%、
0.05%、15日浸漬後でそれぞれ19%、0.12
%であった。また、1週間水に浸漬した時の曲げ強度及
び曲げ弾性率はそれぞれ96kgf/cm2 、7.3×
104 kgf/cm2 であった。更に得られた硬化体
は、鋸引き、ねじこみ、釘打ち、いずれも可能であっ
た。また、得られた硬化体をJIS A6910に従っ
て透水試験を行ったところ2.3mlであった。
When the cured product was immersed in water, the weight increase rate and the water absorption elongation rate were 10.8% after immersion for 1 day, respectively.
0.05% and 19% and 0.12 respectively after 15 days immersion
%Met. The flexural strength and flexural modulus when immersed in water for one week were 96 kgf / cm 2 and 7.3 ×, respectively.
It was 10 4 kgf / cm 2 . Further, the obtained cured product could be sawed, screwed, or nailed. The cured product obtained was subjected to a water permeability test according to JIS A6910, and found to be 2.3 ml.

【0040】実施例6 オムニミキサー(千代田技研(株)製)にブレーン比表
面積4,000cm2/gの高炉水砕スラグ1800重
量部、シリカフューム200重量部、マイクロセルズS
LG400重量部、水溶性高分子(2−メチルブテン−
1−無水マレイン酸共重合物とナフタレンスルホン酸の
ホルマリン縮合物のナトリウム塩との混合物、日本ゼオ
ン(株)製、商品名;WORK500S)57重量部、
25重量%水酸化ナトリウム水溶液140重量部、水4
00重量部を入れ、15分間混練し本発明の水硬性組成
物を得た。得られたペースト状の水硬性組成物は、JI
SR5201の記載に準じて測定したフロー値F0が2
10mm、F15が253mmと流動性は良好であっ
た。この水硬性組成物を乾燥しないように容器に流し込
み90℃の蒸気養生を24時間行ったところ、この水硬
性組成物混練物は十分に硬化し、比重1.57、圧縮強
度520kgf/cm2 、曲げ強度80kgf/cm2
である本発明の硬化体が得られた。
Example 6 1800 parts by weight of granulated blast furnace slag having a specific surface area of 4,000 cm 2 / g, 200 parts by weight of silica fume, and Microcells S were mixed in an omni mixer (manufactured by Chiyoda Giken).
400 parts by weight of LG, water-soluble polymer (2-methylbutene-
Mixture of 1-maleic anhydride copolymer and sodium salt of formalin condensate of naphthalenesulfonic acid, 57 parts by weight of WORK500S (trade name, manufactured by Nippon Zeon Co., Ltd.)
140 parts by weight of a 25% by weight aqueous sodium hydroxide solution, water 4
Then, 00 parts by weight were added and kneaded for 15 minutes to obtain a hydraulic composition of the present invention. The obtained paste-like hydraulic composition was prepared according to JI
The flow value F0 measured according to the description of SR5201 is 2
The fluidity was good at 10 mm and F15 was 253 mm. This hydraulic composition was poured into a container so as not to be dried and subjected to steam curing at 90 ° C. for 24 hours. As a result, the hydraulic composition kneaded product was sufficiently cured, and had a specific gravity of 1.57, a compressive strength of 520 kgf / cm 2 , Bending strength 80kgf / cm 2
The cured product of the present invention was obtained.

【0041】実施例7 実施例1で得られた、水及び水酸化ナトリウムを含む本
発明の水硬性組成物をプレス機によって300kgfの
圧力をかけて厚み10mm、縦300mm横300mm
の板状に成形した。ついでこの板状成形体を80℃、相
対湿度98%のもとに6時間置き養生硬化させた。こう
して得られた硬化体を80℃の乾燥機内で2日乾燥した
ところ比重1.1の本発明の板状の硬化体が得られた。
この板状硬化体を実施例1と同様に2点支持1点載荷曲
げ強度試験をスパン間150mm、載荷速度0.5mm
/分で行ったところ、曲げ強度が170kgf/c
2 、曲げ弾性率が1.0×105 kgf/cm2 であ
った。
Example 7 The hydraulic composition of the present invention containing water and sodium hydroxide obtained in Example 1 was applied with a pressing machine at a pressure of 300 kgf to a thickness of 10 mm, a length of 300 mm and a width of 300 mm.
Into a plate shape. Then, the plate-shaped molded body was placed at 80 ° C. and a relative humidity of 98% for 6 hours to cure and harden. The cured product thus obtained was dried in a dryer at 80 ° C. for 2 days to obtain a plate-shaped cured product of the present invention having a specific gravity of 1.1.
This plate-shaped cured body was subjected to a two-point supporting one-point loading bending strength test in the same manner as in Example 1 between spans of 150 mm and a loading speed of 0.5 mm.
/ Min, the flexural strength is 170kgf / c
m 2 , and the flexural modulus was 1.0 × 10 5 kgf / cm 2 .

【0042】また、この板状硬化体を水に浸漬した時の
重量増加率及び吸水伸び率は1日浸漬後でそれぞれ5.
0%、0.03%、15日浸漬後でそれぞれ13%、
0.12%であった。また、板状硬化体を長さ1cm角
の立方体に切り出し、載荷速度0.2mm/分で圧縮強
度試験を行ったところ750kgf/cm2 であった。
また、この板状硬化体を1週間水に浸漬した時の曲げ強
度及び曲げ弾性率はそれぞれ145kgf/cm2
7.8×105 kgf/cm2 であった。
The weight increase rate and the water absorption elongation rate when this plate-like cured product was immersed in water were respectively 5.
0%, 0.03%, 13% each after immersion for 15 days,
0.12%. The plate-shaped cured product was cut into a cube having a length of 1 cm square and subjected to a compressive strength test at a loading speed of 0.2 mm / min. As a result, it was 750 kgf / cm 2 .
The flexural strength and flexural modulus when the plate-like cured body was immersed in water for one week were 145 kgf / cm 2 , respectively.
It was 7.8 × 10 5 kgf / cm 2 .

【0043】[0043]

【発明の効果】本発明の水硬性組成物は、軽量かつ高強
度で耐久性、加工性、施工性、耐水性、耐凍害性、寸法
安定性に優れた硬化体を与える。また、本発明の硬化体
を得る際に中空構造による軽量化の手法を併用すれば更
に軽量な材料を得ることが出来る。本発明の硬化体は、
外壁材、内壁材、タイル乾式施工用下地材または幕板、
破風板、笠木等の外装材、内装材、屋根材、間仕切り
材、型枠材料、タイルの目地材等のあらゆる建築材料と
して有用である。
Industrial Applicability The hydraulic composition of the present invention provides a cured product that is lightweight and has high strength and is excellent in durability, workability, workability, water resistance, frost damage resistance and dimensional stability. Further, when the cured body of the present invention is obtained, a lighter material can be obtained by using a method of reducing the weight by the hollow structure. The cured product of the present invention
Outer wall material, inner wall material, base material or curtain for tile dry construction,
It is useful as any building material such as exterior materials such as gable boards and caps, interior materials, roof materials, partition materials, formwork materials, and tile joint materials.

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】高炉水砕スラグ、超微粉状物質、水溶性物
質、比重1以下で、圧縮強度が300kgf/cm2 以上であ
る骨材を含有する水硬性組成物。
1. A hydraulic composition containing granulated blast furnace slag, ultrafine powdery substance, water-soluble substance and aggregate having a specific gravity of 1 or less and a compressive strength of 300 kgf / cm 2 or more.
【請求項2】水溶性物質が、水溶性高分子である請求項
1記載の水硬性組成物。
2. The hydraulic composition according to claim 1, wherein the water-soluble substance is a water-soluble polymer.
【請求項3】骨材が、中空微小球のセラミックフィラー
である請求項1または2記載の水硬性組成物。
3. The hydraulic composition according to claim 1, wherein the aggregate is a ceramic filler of hollow microspheres.
【請求項4】有機繊維を含有する請求項1〜3のいずれ
か1項に記載の水硬性組成物。
4. The hydraulic composition according to claim 1, further comprising an organic fiber.
【請求項5】アルカリ刺激剤及び水を含有する請求項1
〜4のいずれか1項に記載の水硬性組成物。
5. The method according to claim 1, further comprising an alkali stimulant and water.
5. The hydraulic composition according to any one of items 4 to 4.
【請求項6】請求項5記載の水硬性組成物を混合、必要
により成形した後養生硬化してなる硬化体。
6. A cured product obtained by mixing the hydraulic composition according to claim 5, molding as required, and then curing and curing.
【請求項7】請求項5記載の水硬性組成物を混合、成形
した後養生硬化してなる硬化体。
7. A cured product obtained by mixing and molding the hydraulic composition according to claim 5, curing and curing.
【請求項8】成形方法が押出成形である請求項7記載の
硬化体。
8. The cured product according to claim 7, wherein the molding method is extrusion molding.
JP9289597A 1996-03-29 1997-03-28 Hydraulic composition and its hardened product Pending JPH1036161A (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
JP8-99577 1996-03-29
JP9957796 1996-03-29
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Publications (1)

Publication Number Publication Date
JPH1036161A true JPH1036161A (en) 1998-02-10

Family

ID=26434272

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Country Link
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KR20020001916A (en) * 2000-05-23 2002-01-09 양봉회 Composition and process for the preparation of inorganic water hardening application
US7993570B2 (en) 2002-10-07 2011-08-09 James Hardie Technology Limited Durable medium-density fibre cement composite
US7998571B2 (en) 2004-07-09 2011-08-16 James Hardie Technology Limited Composite cement article incorporating a powder coating and methods of making same
US8993462B2 (en) 2006-04-12 2015-03-31 James Hardie Technology Limited Surface sealed reinforced building element
JP2009102871A (en) * 2007-10-23 2009-05-14 Konoshima Chemical Co Ltd Building board and method of manufacturing the same
US11289280B2 (en) 2017-10-25 2022-03-29 Xi'an Jiaotong University High voltage relay resistant to instantaneous high-current impact
US11694856B2 (en) 2017-10-25 2023-07-04 Xi'an Jiaotong University High voltage relay resistant to instantaneous high-current impact

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