JPH08119709A - Water-hardening composition, hardened article and its production - Google Patents

Water-hardening composition, hardened article and its production

Info

Publication number
JPH08119709A
JPH08119709A JP28451894A JP28451894A JPH08119709A JP H08119709 A JPH08119709 A JP H08119709A JP 28451894 A JP28451894 A JP 28451894A JP 28451894 A JP28451894 A JP 28451894A JP H08119709 A JPH08119709 A JP H08119709A
Authority
JP
Japan
Prior art keywords
water
pts
composition according
hydraulic composition
parts
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
JP28451894A
Other languages
Japanese (ja)
Inventor
Yoshimitsu Karasawa
義光 唐沢
Koichi Ikeda
浩一 池田
Yasuo Kuroda
泰男 黒田
Osamu Matsumoto
治 松本
Matsuo Hashimoto
松男 橋本
Katsuhiko Kurabayashi
克彦 倉林
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 JP28451894A priority Critical patent/JPH08119709A/en
Publication of JPH08119709A publication Critical patent/JPH08119709A/en
Pending 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

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PURPOSE: To obtain a water-hardening composition having excellent fluidity by compounding a specific component containing a latent water-hardening material and to obtain a hardened material having high strength, durability and water resistance by kneading the composition with water followed by forming and hardening CONSTITUTION: This water hardened composition is obtained by compounding (A) 100 pts.wt. of a latent water-hardening material such as water granulated slag from a blast furnace having Blain's specific surface area of >=2000cm<2> /g or converter slag with (B) 2-50 pts.wt. of superfine powder having an average particle diameter of <=10μm, (C) 2-50 pts.wt. of needle-shaped inorganic powder and/or 1-20 pts.wt. of fibrous material, (D) 0.1-10 pts.wt. of a high polymeric dispersant having a molecular weight of 1000-200000 based on 100 pts.wt. of the components A+B, (E) 0.2-20 pts.wt. of a hardening stimulating agent based on 100 pts.wt. of the components A+B, (F) 10-200 pts.wt. of water based on 100 pts.wt. of the components A+B, and optionally (G) 0.001-5 pts.wt. of a thickener consisting of an hydrophilic polymer having a molecular weight of >=20000 based on 100 pts.wt. of the components A+B.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、水硬性組成物、硬化物
及びその製法に関する。
TECHNICAL FIELD The present invention relates to a hydraulic composition, a cured product and a method for producing the same.

【0002】[0002]

【従来の技術】高炉水砕スラグ、転炉スラグ等に代表さ
れる潜在水硬性物質は、主に銑鉄の生産時に大量に副生
する物質であり、その量は年間数千万トンにも達してお
り、これの有効利用が種々検討されている。そのうち潜
在水硬性物質の持つ潜在水硬性を利用してセメントに数
%〜数10%添加し利用する方法があるが、これは潜在
水硬性物質を添加材的に使用する方法であり、潜在水硬
性物質を主成分とする材料は殆ど開発されていない。
2. Description of the Related Art Latent hydraulic materials represented by granulated blast furnace slag, converter slag, etc. are mainly by-produced in large quantities during the production of pig iron, and the amount reaches tens of millions of tons per year. However, various effective use of this has been studied. Among them, there is a method in which the latent hydraulic property of the latent hydraulic substance is used to add several% to several tens% to the cement, and this is a method of using the latent hydraulic substance as an additive material. Hard materials based on hard materials have been rarely developed.

【0003】その理由は、潜在水硬性物質に水、及びア
ルカリ剤の添加、又は硫酸塩の添加により潜在水硬性が
発揮されて、徐々に硬化する事が知られているが、生成
した硬化体は非常に脆い、耐水性が悪い等の面で、実用
性の点で問題があるからである。
It is known that the latent hydraulic property is exhibited by the addition of water and an alkaline agent or the addition of a sulfate to the latent hydraulic substance, and the composition is gradually hardened. Is very brittle and has poor water resistance, which is problematic in terms of practicality.

【0004】[0004]

【発明が解決しようとする課題】近年この潜在水硬性物
質をセメントと同様に流し込み成形、遠心成形等に利用
する試みがなされているが、得られた硬化物は、強度が
弱く、未だ実用的に充分満足出来るものは得られていな
い。潜在水硬性物質を大量に有効に利用するためにも、
高強度の物性を有する硬化物を製造する技術の開発が求
めらている。
In recent years, attempts have been made to use this latent hydraulic substance for casting, centrifugal molding and the like similarly to cement, but the obtained cured product has a weak strength and is not practical yet. There is no product that satisfies us. In order to effectively use a large amount of latent hydraulic substances,
Development of a technique for producing a cured product having high strength physical properties is required.

【0005】[0005]

【課題を解決する為の手段】本発明者等はセメントの添
加無しに潜在水硬性物質をセメントと同様に流し込み成
形等が可能で、且つ、その硬化物はセメント以上の高強
度の物性を有する硬化物を得るべく鋭意検討を重ねた結
果、本発明を完成した。即ち、本発明は
[Means for Solving the Problems] The present inventors can cast a latent hydraulic substance in the same manner as cement without adding cement, and the cured product has physical properties of higher strength than cement. As a result of intensive studies to obtain a cured product, the present invention has been completed. That is, the present invention

【0006】(1)下記(a)〜(e)を含有してなる
水硬性組成物 (a)潜在水硬性物質 (b)超微粉 (c)針状無機質粉末及び/または繊維状物質 (d)分散剤 (e)硬化刺激剤 (2)(a)〜(e)以外の成分として(f)水を含有
する上記(1)記載の水硬性組成物、 (3)(a)〜(e)又は(a)〜(f)以外の成分と
して(g)増粘剤を含有する上記(1)または(2)記
載の水硬性組成物、 (4)潜在水硬性物質が高炉水砕スラグ及び/または転
炉スラグである上記(1)、(2)または(3)記載の
水硬性組成物、 (5)(c)成分がウオラストナイト、セピオライト、
クリソタイル、アモサイト、トレモライト、ゼオライ
ト、ガラス繊維及びアルミナ繊維からなる群から選ばれ
る1種以上である上記(1)〜(4)のいずれか1項に
記載の水硬性組成物、 (6)硬化刺激剤がアルカリ金属の水酸化物、炭酸塩、
重炭酸塩及び珪酸塩からなる群から選ばれる1種以上で
ある上記(1)〜(5)のいずれか1項に記載の水硬性
組成物、 (7)硬化刺激剤が苛性ソーダ、苛性カリ、炭酸ソー
ダ、珪酸ソーダである上記(6)記載の水硬性組成物、 (8)分散剤が分子中にカルボン酸基及び/またはその
塩を有する高分子である上記(1)〜(7)のいずれか
1項に記載の水硬性組成物、 (9)上記(1)〜(8)のいずれか1項に記載の水硬
性組成物と必要により水とを混練してえた混練物を成
形、養生硬化することを特徴とする硬化物の製法、 (10)上記(9)記載の製法により製造された硬化物
に関する。
(1) Hydraulic composition containing the following (a) to (e) (a) Latent hydraulic material (b) Ultra fine powder (c) Inorganic inorganic powder and / or fibrous material (d) ) Dispersant (e) Curing stimulant (2) The hydraulic composition according to (1) above, which contains (f) water as a component other than (a) to (e), (3) (a) to (e). Or (a) to (f) as a component other than (g) a thickening agent containing a thickener, (4) latent hydraulic substance is blast furnace granulated slag and And / or a hydraulic composition according to the above (1), (2) or (3) which is a converter slag, (5) (c) component is wollastonite, sepiolite,
The hydraulic composition according to any one of (1) to (4) above, which is one or more selected from the group consisting of chrysotile, amosite, tremolite, zeolite, glass fiber and alumina fiber, (6) curing stimulus The agent is an alkali metal hydroxide, carbonate,
The hydraulic composition according to any one of (1) to (5) above, which is one or more selected from the group consisting of bicarbonates and silicates. (7) The hardening stimulant is caustic soda, caustic potash, carbonic acid. Any of the above (1) to (7), wherein the hydraulic composition according to the above (6) is soda or sodium silicate, and (8) the dispersant is a polymer having a carboxylic acid group and / or a salt thereof in the molecule. The hydraulic composition according to claim 1, (9) A kneaded product obtained by kneading the hydraulic composition according to any one of (1) to (8) above with water as necessary is molded and cured. A method for producing a cured product, which is characterized by curing. (10) A cured product produced by the method described in (9) above.

【0007】以下、本発明を詳細に説明する。本発明で
用いる潜在水硬性物質は硬化刺激剤と混合した時に硬化
性を発揮するものであれば特に制限はないが、高炉水砕
スラグ、転炉スラグが好ましい。これら潜在水硬性物質
は、そのブレーン比表面積が2000cm2 /g以上の
ものが好ましく、特に3000cm2 /g以上のものが
好ましい。
Hereinafter, the present invention will be described in detail. The latent hydraulic material used in the present invention is not particularly limited as long as it exhibits curability when mixed with a curing stimulant, but granulated blast furnace slag and converter slag are preferable. These latent hydraulic substances preferably have a Blaine specific surface area of 2000 cm 2 / g or more, and particularly preferably 3000 cm 2 / g or more.

【0008】本発明で用いる超微粉としては、その平均
粒径が潜在水硬性物質の平均粒径より小さいもの、好ま
しくは潜在水硬性物質の平均粒径よりも1オーダー以上
小さいもの、より好ましくは2オーダー以上小さいもの
を使用する。超微粉の平均粒径は、10μm以下であ
り、好ましくは0.01〜2μmである。
The ultrafine powder used in the present invention has an average particle size smaller than that of the latent hydraulic substance, preferably one order or more smaller than that of the latent hydraulic substance, and more preferably. Use one that is smaller than two orders of magnitude. The average particle size of the ultrafine powder is 10 μm or less, and preferably 0.01 to 2 μm.

【0009】使用し得る超微粉の具体例としては、シリ
カフューム、フライアッシュ、珪砂、珪石粉、クレー、
タルク、カオリン、炭酸カルシウム、陶磁器粉砕物、徐
冷高炉スラグ粉砕物、チタニア、ジルコニア、アルミ
ナ、アエロジル、等が挙げられるが、流込み時の流動性
等が向上する他、硬化後の機械的強度が向上するなどの
効果が顕著なことから、シリカフュームを使用すること
が特に好ましい。この超微粉の使用量は、潜在水硬性物
質の大きさ(粒径)や種類、必要に応じて添加される他
の種々の混和材の種類や量によっても異なるが、通常、
潜在水硬性物質100重量部に対して2〜50重量部が
好ましく、特に好ましくは5〜25重量部である。
Specific examples of the ultrafine powder that can be used include silica fume, fly ash, silica sand, silica stone powder, clay,
Examples include talc, kaolin, calcium carbonate, ground ceramics, ground blast furnace slag, titania, zirconia, alumina, and Aerosil. It is particularly preferable to use silica fume because the effects such as improvement of the properties are remarkable. The amount of the ultrafine powder used varies depending on the size (particle size) and type of the latent hydraulic substance, and the type and amount of other various admixtures added as necessary, but usually,
The amount is preferably 2 to 50 parts by weight, and particularly preferably 5 to 25 parts by weight, based on 100 parts by weight of the latent hydraulic substance.

【0010】本発明で使用しうる針状無機質粉末の具体
例としては、ウオラストナイト、セピオライト、クリソ
タイル、アモサイト、トレモライト、ゼオライト等が挙
げられるが、硬化物の強度の向上、耐久性、耐水性の向
上等の効果から、ウオラストナイトが好ましい。針状無
機質粉末の使用量は、通常、潜在水硬性物質100重量
部に対して2〜50重量部が好ましく、特に好ましくは
5〜25重量部である。
Specific examples of the acicular inorganic powder that can be used in the present invention include wollastonite, sepiolite, chrysotile, amosite, tremolite, zeolite, etc., but the cured product has improved strength, durability and water resistance. Wollastonite is preferred from the standpoint of improving the effect of the above. Usually, the amount of the acicular inorganic powder used is preferably 2 to 50 parts by weight, and particularly preferably 5 to 25 parts by weight, based on 100 parts by weight of the latent hydraulic substance.

【0011】本発明で用いうる繊維状物質の具体例とし
ては、ガラス繊維、カーボン繊維、ビニロン、ナイロ
ン、アラミド、ポリプロピレン、アクリル、ポリエステ
ル等の繊維、セルロース繊維、スチール、アルミナ繊維
等が挙げられ、中でもガラス繊維、アルミナ繊維が好ま
しい。繊維状物質の使用量は、潜在水硬性物質100重
量部に対して通常0.1〜20重量部、好ましくは0.
2〜5重量部である。
Specific examples of the fibrous substance that can be used in the present invention include glass fiber, carbon fiber, vinylon, nylon, aramid, polypropylene, acrylic, polyester and other fibers, cellulose fiber, steel, alumina fiber and the like. Of these, glass fibers and alumina fibers are preferable. The amount of the fibrous substance used is usually 0.1 to 20 parts by weight, preferably 0.1% by weight, relative to 100 parts by weight of the latent hydraulic substance.
2 to 5 parts by weight.

【0012】本発明で用いる分散剤は分子中に、カルボ
ン酸基及び/またはその塩を有する高分子が好ましく、
具体的にはポリ(メタ)アクリル酸塩、アクリル酸・マ
レイン酸共重合物、アクリル酸・マレイン酸・イソブチ
ルビニルエーテル共重合物、アクリル酸・イタコン酸・
スチレン共重合物、アクリル酸・イタコン酸・メタクリ
ル酸・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等である。塩としては、アルカリ金
属塩例えば、リチウム、ナトリウム、カリウム塩が挙げ
られ更にアンモニウム塩、アミン塩である。
The dispersant used in the present invention is preferably a polymer having a carboxylic acid group and / or its salt in the molecule,
Specifically, poly (meth) acrylic acid salts, acrylic acid / maleic acid copolymers, acrylic acid / maleic acid / isobutyl vinyl ether copolymers, acrylic acid / itaconic acid /
Styrene copolymer, acrylic acid / itaconic acid / methacrylic acid / styrene copolymer, maleic anhydride / C 5 to C 8
It is an olefin copolymer or the like. Examples of the salt include alkali metal salts such as lithium, sodium and potassium salts, and further ammonium salts and amine salts.

【0013】又、本発明で用いる分散剤としては(メ
タ)アクリル酸、マレイン酸、イタコン酸、スチレン、
ビニルエーテル類と共重合可能な単量体との共重合物で
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ービニルピロリドン、スチレ
ンスルホン酸ソーダ、アリルスルホン酸ソーダ、メタク
リルスルホン酸ソーダ、酢酸ビニル、アクリル酸メチ
ル、アクリル酸エチル、アクリル酸ブチル、アクリロニ
トリル、メタクリル酸メチル、アクリルアマイド、メタ
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。
The dispersant used in the present invention includes (meth) acrylic acid, maleic acid, itaconic acid, styrene,
It may be a copolymer of vinyl ethers and a copolymerizable monomer. Copolymerizable monomers include hydroxyethyl (meth) acrylate, N-vinylpyrrolidone, sodium styrenesulfonate, sodium allylsulfonate, sodium methacrylsulfonate, vinyl acetate, methyl acrylate, ethyl acrylate, butyl acrylate. , Acrylonitrile, methyl methacrylate, acrylate, methacrylamide, ethylene, propylene, isobutylene and the like.

【0013】本発明で用いられる分散剤としては、上記
に挙げた共重合体に限定されるものではない。本発明で
はセメント、コンクリートの減水剤として知られてい
る、ナフタリンスルホン酸のホルマリン縮合物、メラミ
ンスルホン酸ホルマリン縮合物、リグニンスルホン酸縮
合物等を上記分散剤と混合して併用する事もできる。こ
れら減水剤は単独使用だけでなく、2種以上を使用する
ことも出来る。これらの減水剤を上記の分散剤(分子中
にカルボン酸基及び/またはその塩を有する高分子)と
併用する場合、上記の分散剤の全分散剤中に占める割合
は10重量部%以上であるのが好ましい。尚、以下にお
いて上記の分散剤と減水剤を併せて単に分散剤等とい
う。
The dispersant used in the present invention is not limited to the above-mentioned copolymers. In the present invention, formalin condensate of naphthalene sulfonic acid, melamine sulfonic acid formalin condensate, lignin sulfonic acid condensate, etc., which are known as water-reducing agents for cement and concrete, can be used in combination with the above dispersant. These water reducing agents may be used alone or in combination of two or more. When these water reducing agents are used in combination with the above dispersant (polymer having a carboxylic acid group and / or its salt in the molecule), the proportion of the above dispersant in the total dispersant is 10 parts by weight or more. Preferably. In the following, the above dispersant and water reducing agent are collectively referred to as a dispersant and the like.

【0014】分散剤等の分子量は好ましくは、1,00
0〜200,000未満更に好ましくは、3,000〜
100,000である。分子量が1,000以下及び、
200,000以上では水硬性組成物の流動性が悪く、
硬化物の強度も弱くなる傾向がある。
The molecular weight of the dispersant and the like is preferably 100
0 to less than 200,000, more preferably 3,000 to
It is 100,000. The molecular weight is 1,000 or less,
When it is 200,000 or more, the fluidity of the hydraulic composition is poor,
The strength of the cured product also tends to be weak.

【0015】これらの分散剤等の使用量は、硬化物の要
求特性等により異なるが潜在水硬性物質及び超微粉の合
計量100重量部に対して通常0.1〜10重量部、好
ましくは0.3〜6重量部、特に好ましくは0.5〜3
重量部である。分散剤の使用量が0.1重量部より少な
いと、添加する水の量にもよるが、混練が困難等になっ
たり、混練物の流動性が低下したりする。
The amount of these dispersants used varies depending on the required characteristics of the cured product, etc., but is usually 0.1 to 10 parts by weight, preferably 0 to 100 parts by weight of the total amount of the latent hydraulic substance and ultrafine powder. 0.3 to 6 parts by weight, particularly preferably 0.5 to 3
Parts by weight. If the amount of the dispersant used is less than 0.1 part by weight, the kneading may be difficult or the fluidity of the kneaded product may be reduced, depending on the amount of water added.

【0016】本発明で使用しうる増粘剤の具体例として
はポリアクリル酸塩、ポリアクリルアミド、アクリル酸
・アクリルアミド共重合物塩、メチルセルロース、ヒド
ロキシエチルセルロース、ヒドロキシプロピルセルロー
ス、ヒドロキシエチルセルロース等のセルロース誘導
体、ポリエチレンオキサイド、ポリプロピレンオキサイ
ド、ポリビニールピロリドン、ポリビニルアルコール、
キサンタンガム、カードラン等の比較的高分子量の親水
性ポリマーが挙げられる。
Specific examples of the thickener that can be used in the present invention include polyacrylic acid salts, polyacrylamides, acrylic acid-acrylamide copolymer salts, cellulose derivatives such as methyl cellulose, hydroxyethyl cellulose, hydroxypropyl cellulose, hydroxyethyl cellulose, and the like. Polyethylene oxide, polypropylene oxide, polyvinylpyrrolidone, polyvinyl alcohol,
Examples thereof include relatively high molecular weight hydrophilic polymers such as xanthan gum and curdlan.

【0017】増粘剤の分子量は20、0000以上が好
ましく特に30、0000以上が好ましい。又、増粘剤
は、潜在水硬性物質及び超微粉の合計量100重量部に
対して0.001〜5重量部必要に応じて用いられる。
The molecular weight of the thickener is preferably 20,000 or more, particularly preferably 30,000 or more. Further, the thickener is used in an amount of 0.001 to 5 parts by weight, if necessary, per 100 parts by weight of the total amount of the latent hydraulic substance and ultrafine powder.

【0018】本発明の水硬性組成物は、上記以外に更に
必要に応じて種々の混和材を混合して使用することが出
来る。混和材としては、例えば粉砕された徐冷スラグ、
フェロクロムスラグ、シリカ、アルミナ、タルク、硅
砂、硅石粉、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、砂利等の無機充填材
が挙げられる。さらに砂糖、グルコース等の硬化遅延
剤、シランカップリング剤のような表面処理剤、顔料等
を用いてもよい。
The hydraulic composition of the present invention may further contain various admixtures other than those mentioned above, if necessary. As the admixture, for example, pulverized slowly cooled slag,
Examples include inorganic fillers such as ferrochrome slag, silica, alumina, talc, silica sand, silica powder, clay, kaolin, calcium carbonate, ground ceramics, titania, zirconia, and gravel. Further, a setting retarder such as sugar or glucose, a surface treating agent such as a silane coupling agent, a pigment or the like may be used.

【0019】これら種々の混和材を用いる場合、その使
用量は、無機充填材の場合には潜在水硬性物質100重
量部に対して通常10〜300重量部、又硬化遅延剤、
表面処理剤、顔料等の場合には潜在水硬性物質100重
量部に対して通常0.1〜20重量部である。
When using these various admixtures, the amount used is usually 10 to 300 parts by weight per 100 parts by weight of the latent hydraulic substance in the case of an inorganic filler, and a curing retarder,
In the case of surface treatment agents, pigments, etc., it is usually 0.1 to 20 parts by weight with respect to 100 parts by weight of the latent hydraulic substance.

【0020】本発明で用いる硬化刺激剤は、潜在水硬性
物質を刺激して水和反応を促進させるものであれば特に
限定されず、例えば種々のアルカリ性物質等が挙げられ
る。用いうる硬化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
金属水酸化物、炭酸ナトリウム、炭酸カリウム、炭酸リ
チウム等のアルカリ金属炭酸塩、重炭酸ナトリウム、重
炭酸カリウム重炭酸リチウム等のアルカリ金属重炭酸
塩、更に水酸化カルシウム、水酸化マグネシウム等のア
ルカリ土類金属の水酸化物、ピロ燐酸ナトリ ウム、ピ
ロ燐酸カリウム、燐酸二カリウム、燐酸三カリウム、燐
酸三ナトリウム等の燐酸塩、(メタ)ケイ酸ナトリウ
ム、(メタ)ケイ酸カリウム等の珪酸塩が挙げられる。
The curing stimulant used in the present invention is not particularly limited as long as it stimulates the latent hydraulic substance to promote the hydration reaction, and examples thereof include various alkaline substances. Specific examples of the curing stimulant that can be used include alkali metal hydroxides such as sodium hydroxide, potassium hydroxide and lithium hydroxide, alkali metal carbonates such as sodium carbonate, potassium carbonate and lithium carbonate, sodium bicarbonate and bicarbonate. Alkali metal bicarbonate such as potassium carbonate lithium bicarbonate, hydroxide of alkaline earth metal such as calcium hydroxide and magnesium hydroxide, sodium pyrophosphate, potassium pyrophosphate, dipotassium phosphate, tripotassium phosphate, phosphoric acid Examples thereof include phosphates such as trisodium, and silicates such as sodium (meth) silicate and potassium (meth) silicate.

【0021】これらの硬化刺激剤の内、アルカリ金属水
酸化物が好ましく、中でも水酸化ナトリウムが特に好ま
しい。
Of these curing stimulants, alkali metal hydroxides are preferable, and sodium hydroxide is particularly preferable.

【0022】硬化刺激剤の使用量は、その塩基性度(ア
ルカリ性の強さ)、潜在水硬性物質の粒径、更に添加す
る種々の超微粉の種類や量、及び水の量によっても異な
るが、概ね潜在水硬性物質と超微粉の合計量100重量
部に対して0.2〜20重量部が好ましく、特に好まし
くは2〜10重量部である。
The amount of the curing stimulant used depends on its basicity (alkaline strength), the particle size of the latent hydraulic substance, the type and amount of various ultrafine powders to be added, and the amount of water. Generally, 0.2 to 20 parts by weight is preferable, and particularly preferably 2 to 10 parts by weight, based on 100 parts by weight of the total amount of the latent hydraulic substance and the ultrafine powder.

【0023】硬化刺激剤の量が少なすぎると、硬化物が
充分な強度を発現しなかったり、硬化に長時間を要する
等、経済的に不利となる。
If the amount of the curing stimulant is too small, the cured product does not exhibit sufficient strength, and it takes a long time to cure, which is economically disadvantageous.

【0024】水の使用量は、使用する潜在水硬性物質及
び超微粉の種類と量、混練物が良好な流動性を示し、ま
た硬化物が高強度、高耐久性を示すように決めることが
重要だが、潜在水硬性物質と超微粉の合計量100重量
部に対して10〜200重量部、好ましくは20〜15
0重量部、より好ましくは30〜100重量部である。
The amount of water used may be determined so that the type and amount of latent hydraulic substance and ultrafine powder used, the kneaded product show good fluidity, and the cured product shows high strength and high durability. Although important, 10 to 200 parts by weight, preferably 20 to 15 parts by weight, based on 100 parts by weight of the total amount of the latent hydraulic substance and the ultrafine powder.
It is 0 part by weight, more preferably 30 to 100 parts by weight.

【0025】本発明の水硬性組成物は、水を除く上記各
成分を所定の割合で固体のまま混合するか各成分と水と
を混練して得ることができる。
The hydraulic composition of the present invention can be obtained by mixing the above-mentioned components other than water in a predetermined proportion as solid or kneading each component with water.

【0026】次に本発明の硬化物の製法について説明す
る。潜在水硬性物質と超微粉、潜在水硬性物質、超微
粉、針状無機質粉末及び/または繊維状物質及び必要に
応じて水に不溶な各種混和材を混合したもの(イ)と、
分散剤等、硬化刺激剤及び必要に応じて増粘剤、水に可
溶な各種混和材を水に溶解して水溶液としたもの(ロ)
とを混練器によって混練し混練物を得る。これらの操作
は、上記したように(イ)までを行った後、(ロ)を混
合し、混練してもよいし、各成分を同時に混合、混練し
てもよい。なお、均一な硬化物を得るためには、水に溶
けるものは水に溶かしてから添加するのが好ましい。次
に、必要により混練物を適当の型枠等に流し込み、養生
硬化することにより本発明の硬化物を得ることができ
る。
Next, the method for producing the cured product of the present invention will be described. A mixture of a latent hydraulic substance and ultrafine powder, latent hydraulic substance, ultrafine powder, needle-like inorganic powder and / or fibrous substance and, if necessary, various admixtures insoluble in water (a),
Dispersing agents, hardening stimulants, and if necessary thickeners, various water-soluble admixtures dissolved in water to form an aqueous solution (b)
And are kneaded with a kneader to obtain a kneaded product. These operations may be carried out as described above up to (a), and then (b) may be mixed and kneaded, or the respective components may be simultaneously mixed and kneaded. In order to obtain a uniform cured product, it is preferable to add a water-soluble substance after dissolving it in water. Next, if necessary, the kneaded product is poured into an appropriate mold and the like, and cured to obtain the cured product of the present invention.

【0027】硬化のための養生は通常、室温で行われる
が、室温〜100℃の温度で飽和蒸気圧下、或いは、水
分が飛ばないよう蓋をして加熱下で行っても良い。本発
明においては、養生温度が高い程、硬化が速い傾向にあ
るが、一般的には、室温〜60℃であり養生時間は1日
〜1ヶ月である。
The curing for curing is usually carried out at room temperature, but it may be carried out at a temperature of room temperature to 100 ° C. under a saturated vapor pressure, or under heating with a lid so that water does not fly off. In the present invention, the higher the curing temperature, the faster the curing tends to be, but generally, the curing temperature is from room temperature to 60 ° C, and the curing time is from 1 day to 1 month.

【0028】[0028]

【実施例】以下、本発明を実施例で更に詳細に説明す
る。尚、実施例中のフロー値は、混練の終った混練物を
JIS R5201に準じて測定した。
EXAMPLES The present invention will now be described in more detail by way of examples. In addition, the flow value in the examples was measured according to JIS R5201 for the kneaded product after kneading.

【0029】また、実施例中の圧縮強度は、直径5c
m、高さ10cmの円柱状試験体をテンシロン((株)
オリエンテック製)を用い、載荷速度0.2mm/分で
圧縮して破壊した時の強度(kgf/cm2 )である。
The compressive strength in the examples is 5c in diameter.
A cylindrical test piece with a height of 10 m and a height of 10 cm
This is the strength (kgf / cm 2 ) when the material is compressed and broken at a loading speed of 0.2 mm / min using Orientec).

【0030】尚、実施例において、部又は%は特に断ら
ない限り、重量基準である。
In the examples, parts or% are based on weight unless otherwise specified.

【0031】実施例1 コンクリートミキサーにブレーン比表面積4000cm
2 /gの高炉水砕スラグ(新日鉄製エスメント)900
部、シリカフューム(日本重化学工業製)100部、セ
ピオライト50部入れて90秒間撹拌混合した。続い
て、分散剤としてポリアクリル酸ソーダ(重量平均分子
量は25,000)15部、硬化刺激剤として水酸化ナ
トリウム20部と水240部を加え更に5分間混練し
た。
Example 1 Brane specific surface area 4000 cm in a concrete mixer
2 / g granulated blast furnace slag (Nippon Steel Essent) 900
Parts, 100 parts of silica fume (manufactured by Nippon Heavy Chemical Industry Co., Ltd.), and 50 parts of sepiolite were added and stirred and mixed for 90 seconds. Subsequently, 15 parts of sodium polyacrylate (weight average molecular weight: 25,000) as a dispersant, 20 parts of sodium hydroxide and 240 parts of water as a curing stimulant were added, and the mixture was further kneaded for 5 minutes.

【0032】混練によって得られたペースト状組成物の
フロー値は、270mmであった。次にこの混練物を圧
縮試験用の型枠にいれて、90℃の飽和蒸気圧の雰囲気
下で1日間蒸気養生して得た本発明の硬化物の圧縮強度
は1050kgf/cm2 であった。
The flow value of the pasty composition obtained by kneading was 270 mm. Next, the kneaded product was put in a mold for compression test, and the cured product of the present invention obtained by steam curing for 1 day under an atmosphere of saturated vapor pressure of 90 ° C. had a compressive strength of 1050 kgf / cm 2 . .

【0032】実施例2 プラネタリーミキサーにブレーン比表面積4000cm
2 /gの高炉水砕スラグ(新日鉄製エスメント)900
部、シリカフューム(日本重化学工業製)100部、ウ
オラストナイト100部を入れて90秒間撹拌混合し
た。続いて、分散剤としてアクリル酸・マレイン酸
(9:1)共重合体のナトリウム塩(重量平均分子量は
35,000)15部、硬化刺激剤として水酸化ナトリ
ウム25部と水270部を加え更に5分間混練した。混
練によって得られたペースト状組成物のフロー値は、2
50mmであった。
Example 2 Brane specific surface area 4000 cm in a planetary mixer
2 / g granulated blast furnace slag (Nippon Steel Essent) 900
Parts, 100 parts of silica fume (manufactured by Nippon Heavy Chemical Industry Co., Ltd.), and 100 parts of wollastonite were added and stirred and mixed for 90 seconds. Subsequently, 15 parts of a sodium salt of acrylic acid / maleic acid (9: 1) copolymer (weight average molecular weight: 35,000) as a dispersant, 25 parts of sodium hydroxide and 270 parts of water as a curing stimulant were further added. Kneading for 5 minutes. The flow value of the pasty composition obtained by kneading is 2
It was 50 mm.

【0033】次にこの混練物を圧縮試験用の型枠に流し
込んで、60℃の飽和蒸気圧の雰囲気下で1日間蒸気養
生して得た本発明の硬化物の圧縮強度は820kgf/
cm2 であった。
Next, the kneaded product was poured into a mold for compression test, and the cured product of the present invention obtained by steam curing for 1 day under an atmosphere of saturated vapor pressure of 60 ° C. had a compressive strength of 820 kgf /.
cm 2 .

【0034】実施例3 プラネタリーミキサーにブレーン比表面積4000cm
2 /gの高炉水砕スラグ(新日鉄製エスメント)900
部、シリカフューム(日本重化学工業製)100部、ポ
リプロピレン短繊維(タフライト、(株)テザック製)
20部を入れて90秒間撹拌混合した。続いて、分散剤
としてアクリル酸・マレイン酸(9:1)共重合体のナ
トリウム塩(重量平均分子量は35,000)15部、
硬化刺激剤として水酸化ナトリウム20部と水280部
を加え5分間混練した。混練によって得られたペースト
状組成物のフロー値は、260mmであった。
Example 3 Brane specific surface area 4000 cm in a planetary mixer
2 / g granulated blast furnace slag (Nippon Steel Essent) 900
Part, silica fume (manufactured by Nippon Heavy Industries, Ltd.) 100 parts, polypropylene short fiber (Taflite, manufactured by Tesac Co., Ltd.)
20 parts was added and mixed by stirring for 90 seconds. Then, 15 parts of a sodium salt of acrylic acid / maleic acid (9: 1) copolymer (weight average molecular weight: 35,000) as a dispersant,
20 parts of sodium hydroxide and 280 parts of water were added as a hardening stimulant and kneaded for 5 minutes. The flow value of the pasty composition obtained by kneading was 260 mm.

【0035】次にこの混練物を圧縮試験用の型枠に流し
込んで、室温、飽和蒸気圧の雰囲気下で1日間蒸気養生
して得た本発明の硬化物の圧縮強度は650kgf/c
2であった。
Next, the kneaded product was poured into a mold for compression test, and the cured product of the present invention obtained by steam curing for 1 day at room temperature and saturated vapor pressure had a compressive strength of 650 kgf / c.
m 2 .

【0036】試験例 実施例1〜3で得られた本発明の硬化物(以下硬化物−
1〜硬化物−3とする)と比較として実施例1において
セピオライトを添加しないほかは実施例1と同様にして
得られた硬化物(硬化物−4)の耐水性を以下のように
して試験した。 試験条件:直径5cm×高さ10cmの円柱状硬化物−
1〜硬化物−4を10倍容量の純水中に完全に浸し試験
を行った。 試験結果:試験開始1か月後、硬化物−1〜硬化物−3
については外観上の変化(ヒビ、割れ)等はなかった
が、硬化物−4はヒビ割れが観察された。
Test Example The cured product of the present invention obtained in Examples 1 to 3 (hereinafter referred to as cured product-
1-cured product-3) and the cured product (cured product-4) obtained in the same manner as in Example 1 except that sepiolite was not added in Example 1 as a comparison. did. Test conditions: cylindrical cured product having a diameter of 5 cm and a height of 10 cm-
Tests were carried out by completely immersing 1 to cured product-4 in 10 times the volume of pure water. Test result: one month after the start of the test, cured product-1 to cured product-3
There was no change in appearance (cracks, cracks) and the like, but in the cured product-4, cracks were observed.

【発明の効果】本発明の水硬性組成物は、流動性に優
れ、またこれを硬化してなる硬化物は、高強度、高耐久
性、高耐水性であり、建築・建材として幅広く利用でき
る。
The hydraulic composition of the present invention has excellent fluidity, and the cured product obtained by curing the composition has high strength, high durability and high water resistance, and can be widely used as a building / construction material. .

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C04B 18:14 Z 14:10 B 24:26 E 22:06) Z 103:14 103:40 111:00 (72)発明者 倉林 克彦 群馬県安中市安中1−6−23─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI technical display location C04B 18:14 Z 14:10 B 24:26 E 22:06) Z 103: 14 103: 40 111 : 00 (72) Inventor Katsuhiko Kurabayashi 1-6-23 Annaka, Annaka City, Gunma Prefecture

Claims (10)

【特許請求の範囲】[Claims] 【請求項1】下記(a)〜(e)を含有してなる水硬性
組成物。 (a)潜在水硬性物質 (b)超微粉 (c)針状無機質粉末及び/または繊維状物質 (d)分散剤 (e)硬化刺激剤
1. A hydraulic composition containing the following (a) to (e). (A) latent hydraulic substance (b) ultrafine powder (c) needle-like inorganic powder and / or fibrous substance (d) dispersant (e) hardening stimulant
【請求項2】(a)〜(e)以外の追加成分として
(f)水を含有する請求項1記載の水硬性組成物。
2. The hydraulic composition according to claim 1, which further comprises (f) water as an additional component other than (a) to (e).
【請求項3】(a)〜(e)または(a)〜(f)以外
の追加成分として(g)増粘剤を含有する請求項1また
は2記載の水硬性組成物。
3. The hydraulic composition according to claim 1, which further comprises (g) a thickener as an additional component other than (a) to (e) or (a) to (f).
【請求項4】潜在水硬性物質が高炉水砕スラグ及び/ま
たは転炉スラグである請求項1、2または3記載の水硬
性組成物。
4. The hydraulic composition according to claim 1, 2 or 3, wherein the latent hydraulic substance is granulated blast furnace slag and / or converter slag.
【請求項5】(c)成分がウオラストナイト、セピオラ
イト、クリソタイル、アモサイト、トレモライト、ゼオ
ライト、ガラス繊維及びアルミナ繊維からなる群から選
ばれる1種以上である請求項1〜4のいずれか1項に記
載の水硬性組成物。
5. The component (c) is one or more selected from the group consisting of wollastonite, sepiolite, chrysotile, amosite, tremolite, zeolite, glass fiber and alumina fiber. The hydraulic composition according to.
【請求項6】硬化刺激剤がアルカリ金属の水酸化物、炭
酸塩、重炭酸塩及び珪酸塩からなる群から選ばれる1種
以上である請求項1〜5のいずれか1項に記載の水硬性
組成物。
6. The water according to claim 1, wherein the curing stimulant is one or more selected from the group consisting of alkali metal hydroxides, carbonates, bicarbonates and silicates. Hard composition.
【請求項7】硬化刺激剤が苛性ソーダ、苛性カリ、炭酸
ソーダ、珪酸ソーダである請求項6記載の水硬性組成
物。
7. The hydraulic composition according to claim 6, wherein the curing stimulant is sodium hydroxide, potassium hydroxide, sodium carbonate, sodium silicate.
【請求項8】分散剤が分子中にカルボン酸基及び/また
はその塩を有する高分子である請求項1〜7のいずれか
1項に記載の水硬性組成物。
8. The hydraulic composition according to claim 1, wherein the dispersant is a polymer having a carboxylic acid group and / or a salt thereof in the molecule.
【請求項9】請求項1〜8のいずれか1項に記載の水硬
性組成物と必要により水とを混練してえた混練物を成
形、養生硬化することを特徴とする硬化物の製法。
9. A process for producing a cured product, which comprises molding and curing the kneaded product obtained by kneading the hydraulic composition according to any one of claims 1 to 8 with water if necessary.
【請求項10】請求項9記載の製法により製造された硬
化物。
10. A cured product produced by the production method according to claim 9.
JP28451894A 1994-10-26 1994-10-26 Water-hardening composition, hardened article and its production Pending JPH08119709A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28451894A JPH08119709A (en) 1994-10-26 1994-10-26 Water-hardening composition, hardened article and its production

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28451894A JPH08119709A (en) 1994-10-26 1994-10-26 Water-hardening composition, hardened article and its production

Publications (1)

Publication Number Publication Date
JPH08119709A true JPH08119709A (en) 1996-05-14

Family

ID=17679538

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JPH08119709A (en)

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JP2009084409A (en) * 2007-09-28 2009-04-23 Hokuetsu Paper Mills Ltd Nonflammable sheet or nonflammable molded body
JP2010532307A (en) * 2007-06-29 2010-10-07 インダストリー ファウンデーション オブ チョンナム ナショナル ユニバーシティー Alkali active binder containing no cement, method for producing mortar using the same, and method for producing alkali active reinforced mortar containing no cement
JP2010280532A (en) * 2009-06-04 2010-12-16 Central Res Inst Of Electric Power Ind Method of producing zeolite-containing hardened body
JP2015155357A (en) * 2014-02-20 2015-08-27 Dic株式会社 Admixture for cement, and cement composition and cement molding using it
WO2019131321A1 (en) * 2017-12-26 2019-07-04 株式会社クラレ Molded body formed from curable composition

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010532307A (en) * 2007-06-29 2010-10-07 インダストリー ファウンデーション オブ チョンナム ナショナル ユニバーシティー Alkali active binder containing no cement, method for producing mortar using the same, and method for producing alkali active reinforced mortar containing no cement
JP2012232901A (en) * 2007-06-29 2012-11-29 Industry Foundation Chonnam National Univ Alkaline active binder containing no cement, method for producing mortar using the same, and method for producing alkaline active reinforcing mortar containing no cement
JP2009084409A (en) * 2007-09-28 2009-04-23 Hokuetsu Paper Mills Ltd Nonflammable sheet or nonflammable molded body
JP2010280532A (en) * 2009-06-04 2010-12-16 Central Res Inst Of Electric Power Ind Method of producing zeolite-containing hardened body
JP2015155357A (en) * 2014-02-20 2015-08-27 Dic株式会社 Admixture for cement, and cement composition and cement molding using it
WO2019131321A1 (en) * 2017-12-26 2019-07-04 株式会社クラレ Molded body formed from curable composition
JPWO2019131321A1 (en) * 2017-12-26 2020-12-10 株式会社クラレ Mold formed from curable composition
US11560335B2 (en) 2017-12-26 2023-01-24 Kuraray Co., Ltd. Molded body formed from curable composition

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