JPH0940447A - Concrete admixture - Google Patents
Concrete admixtureInfo
- Publication number
- JPH0940447A JPH0940447A JP18891195A JP18891195A JPH0940447A JP H0940447 A JPH0940447 A JP H0940447A JP 18891195 A JP18891195 A JP 18891195A JP 18891195 A JP18891195 A JP 18891195A JP H0940447 A JPH0940447 A JP H0940447A
- Authority
- JP
- Japan
- Prior art keywords
- acid
- mol
- concrete admixture
- component
- hydrogen
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/16—Sulfur-containing compounds
- C04B24/161—Macromolecular compounds comprising sulfonate or sulfate groups
- C04B24/163—Macromolecular compounds comprising sulfonate or sulfate groups obtained by reactions only involving carbon-to-carbon unsaturated bonds
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/2641—Polyacrylates; Polymethacrylates
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/2688—Copolymers containing at least three different monomers
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/34—Flow improvers
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
- Macromonomer-Based Addition Polymer (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明はコンクリート混和剤
に関する。更に詳しくはコンクリート温度が30℃を超え
る高温領域において、流動性の経時的な低下を改善する
ことを目的としたコンクリート混和剤に関するものであ
る。TECHNICAL FIELD The present invention relates to a concrete admixture. More specifically, it relates to a concrete admixture for the purpose of improving the deterioration of fluidity over time in a high temperature region where the concrete temperature exceeds 30 ° C.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】従来、
水硬性組成物の流動性を向上させる目的で使用されるコ
ンクリート混和剤にはナフタレンスルホン酸ホルムアル
デヒド縮合物塩(以下ナフタレン系と称す)、メラミン
スルホン酸ホルムアルデヒド縮合物塩(以下メラミン系
と称す)、ポリカルボン酸塩(以下ポリカルボン酸系と
称す)等が使用されている。しかし、これらの混和剤は
流動性に優れるもののスランプロス(流動性の経時的な
低下)が大きいという問題点を抱えている。このスラン
プロスを改善するために反応性高分子や架橋ポリマーを
混和剤に配合する方法〔セメント協会発行、セメントコ
ンクリート、No546.Aug,1992,p24〕が一般に知られてい
る。これらのスランプ保持剤を配合することにより、あ
る程度の効果は認められるが、コンクリート温度が30℃
を超える夏期シーズンにおいては充分なスランプ保持性
を示さず、対策が望まれている。2. Description of the Related Art
Concrete admixtures used for the purpose of improving the fluidity of hydraulic compositions include naphthalene sulfonic acid formaldehyde condensate salt (hereinafter referred to as naphthalene type), melamine sulfonic acid formaldehyde condensate salt (hereinafter referred to as melamine type), Polycarboxylic acid salts (hereinafter referred to as polycarboxylic acid type) and the like are used. However, although these admixtures have excellent fluidity, they have a problem that slump loss (decrease in fluidity over time) is large. A method of blending a reactive polymer or a cross-linked polymer with an admixture to improve the slump loss [Cement Association, Cement Concrete, No546.Aug, 1992, p24] is generally known. By adding these slump retainers, some effects are recognized, but the concrete temperature is 30 ℃.
In the summer season over 10%, it does not show sufficient slump retention, and countermeasures are desired.
【0003】[0003]
【課題を解決するための手段】本発明者らは、上記問題
点を改善すべく、鋭意研究の結果、混和剤の基剤自体に
スランプ保持機能を持たせ、オキシカルボン酸もしくは
その塩、糖および糖アルコールからなる群から選ばれる
1種以上の化合物を併用することにより、高温領域にお
いてもスランプ保持性に極めて優れる混和剤を完成する
に至った。In order to solve the above-mentioned problems, the inventors of the present invention have made earnest studies and, as a result, have made the base of the admixture itself have a slump-retaining function so that oxycarboxylic acid or its salt or sugar can be used. By using together one or more compounds selected from the group consisting of and sugar alcohols, an admixture having extremely excellent slump retention even in a high temperature region has been completed.
【0004】即ち、従来の混和剤は基剤自体に分散保持
性がなく、スランプ保持剤を配合する必要がある。この
スランプ保持剤はセメント中のアルカリによって加水分
解されて分散剤となり流動性の低下を防ぐ作用を示すも
のであるが、高温になると初期の段階で加水分解され、
スランプ保持剤としての機能を示さなくなる。That is, the conventional admixture has no dispersion holding property in the base itself, and it is necessary to add a slump holding agent. This slump-holding agent is hydrolyzed by the alkali in the cement to become a dispersant, which has the effect of preventing a decrease in fluidity, but when it reaches a high temperature, it is hydrolyzed at an early stage,
It no longer functions as a slump retention agent.
【0005】従って、本発明のように経時的な凝集を防
ぐ、スランプ保持機能を持たせた混和剤が有効となる。
さらにオキシカルボン酸もしくはその塩、糖および糖ア
ルコールからなる群から選ばれる1種以上の化合物を併
用することで、スランプ保持機能がさらに高まるもので
ある。一般に糖類は遅延剤として知られており、分散作
用はなくスランプ保持剤としての作用は示さないもので
ある。しかし、本発明の基剤と併用することで、高温域
において相乗的にスランプ保持性が高まることを見出し
たものである。Therefore, as in the present invention, the admixture having a slump holding function which prevents aggregation over time becomes effective.
Further, the combined use of one or more compounds selected from the group consisting of oxycarboxylic acids or salts thereof, sugars and sugar alcohols further enhances the slump retention function. Generally, saccharides are known as a retarder, have no dispersing action, and do not show an action as a slump retaining agent. However, they have found that the combined use with the base of the present invention synergistically enhances the slump retention property in a high temperature range.
【0006】即ち、本発明は、下記の(イ)成分と
(ロ)成分を必須とするコンクリート混和剤である。 (イ)成分:下記の一般式(A)で表される単量体
(a)と下記の一般式(B)及び(C)で表される化合
物の中から選ばれる1種以上の単量体(b)とを重合し
て得られる共重合体。 (ロ)成分:オキシカルボン酸もしくはその塩、糖およ
び糖アルコールからなる群から選ばれる1種以上の化合
物。That is, the present invention is a concrete admixture which essentially contains the following components (a) and (b). Component (a): a monomer (a) represented by the following general formula (A) and one or more types of monovalent compounds selected from compounds represented by the following general formulas (B) and (C) A copolymer obtained by polymerizing the body (b). Component (b): One or more compounds selected from the group consisting of oxycarboxylic acids or salts thereof, sugars and sugar alcohols.
【0007】[0007]
【化3】 Embedded image
【0008】(式中、R1,R2;水素またはメチル基 m1 :0〜2の数 AO :炭素数2〜3のオキシアルキレン基 n :50〜300 の数 X :水素または炭素数1〜3のアルキル基 を表す。)(In the formula, R 1 and R 2 are hydrogen or a methyl group m 1 : the number of 0 to 2 AO: an oxyalkylene group having 2 to 3 carbon atoms n: the number of 50 to 300 X: hydrogen or the number of carbon atoms 1 ~ Represents an alkyl group of 3).
【0009】[0009]
【化4】 Embedded image
【0010】(式中、R3〜R5 ;水素、メチル基または
(CH2)m2COOM2 R6 ;水素またはメチル基 M1,M2,Y:水素、アルカリ金属、アルカリ土類金属、ア
ンモニウム、アルキルアンモニウム又は置換アルキルア
ンモニウム m2 :0〜2の数 を表す。)(Wherein R 3 to R 5 are hydrogen, a methyl group or
(CH 2 ) m2 COOM 2 R 6 ; hydrogen or methyl group M 1 , M 2 , Y: hydrogen, alkali metal, alkaline earth metal, ammonium, alkylammonium or substituted alkylammonium m 2 : represents a number of 0 to 2 . )
【0011】[0011]
【発明の実施の形態】以下に本発明のコンクリート混和
剤について詳細に説明する。本発明の(イ)成分は、オ
キシアルキレン基を有す水溶性ビニル共重合体であり、
この構造の中で、ポリアルキレングリコールの鎖長と分
散性(流動化性能)やスランプ保持性について種々検討
した結果、特定領域の鎖長の共重合体と(ロ)成分と併
用することで、高温時の分散性とスランプ保持性が高ま
るものである。BEST MODE FOR CARRYING OUT THE INVENTION The concrete admixture of the present invention will be described in detail below. The component (a) of the present invention is a water-soluble vinyl copolymer having an oxyalkylene group,
In this structure, as a result of various studies on the chain length of polyalkylene glycol and dispersibility (fluidizing performance) and slump retention, by using a copolymer having a chain length in a specific region and (b) component, The dispersibility at high temperature and the slump retention property are enhanced.
【0012】即ち、一般式(A)中のオキシアルキレン
基の平均付加モル数が50〜300 の範囲において、分散性
とスランプ保持性に優れ、 100〜200 の範囲は更に優
れ、 110〜150 の範囲は極めて優れる。That is, when the average added mole number of oxyalkylene groups in the general formula (A) is in the range of 50 to 300, the dispersibility and slump retention are excellent, and the range of 100 to 200 is further excellent, and 110 to 150 The range is extremely good.
【0013】オキシアルキレン基の平均付加モル数が50
未満では、スランプ保持性の低下、300を超えると分散
性とスランプ保持性が低下傾向となる。The average number of added moles of oxyalkylene groups is 50.
When it is less than 300, the slump retention tends to be low, and when it exceeds 300, the dispersibility and the slump retention tend to be reduced.
【0014】本発明で使用する共重合体(イ)におい
て、一般式(A)で示される単量体としては、メトキシ
ポリエチレングリコール、メトキシポリエチレンポリプ
ロピレングリコール、メトキシポリプロピレングリコー
ル、エトキシポリエチレングリコール、エトキシポリエ
チレンポリプロピレングリコール、エトキシポリプロピ
レングリコール、プロポキシポリエチレングリコール、
プロポキシポリエチレンポリプロピレングリコール、プ
ロポキシポリプロピレングリコール等の片末端アルキル
封鎖ポリアルキレングリコールとアクリル酸又はメタク
リル酸とのエステル化物やアクリル酸又はメタクリル酸
へのエチレンオキシド、プロピレンオキシド付加物が用
いられる。ポリアルキレングリコールの平均付加モル数
は 110〜300 であり、エチレンオキシド、プロピレンオ
キシドの両付加物についてはランダム付加、ブロック付
加、交互付加等のいずれでも用いることができる。In the copolymer (a) used in the present invention, examples of the monomer represented by the general formula (A) include methoxy polyethylene glycol, methoxy polyethylene polypropylene glycol, methoxy polypropylene glycol, ethoxy polyethylene glycol and ethoxy polyethylene polypropylene. Glycol, ethoxy polypropylene glycol, propoxy polyethylene glycol,
An esterification product of a polyalkylene glycol capped with one end alkyl such as propoxy polyethylene polypropylene glycol or propoxy polypropylene glycol and acrylic acid or methacrylic acid, or an ethylene oxide or propylene oxide adduct of acrylic acid or methacrylic acid is used. The average number of moles of polyalkylene glycol added is 110 to 300, and both additions of ethylene oxide and propylene oxide can be used in random addition, block addition, alternating addition, or the like.
【0015】また、一般式(B)で示される単量体とし
ては、アクリル酸、メタクリル酸、クロトン酸及びこれ
らの金属塩が挙げられる。また、不飽和ジカルボン酸系
単量体としては、無水マレイン酸、マレイン酸、無水イ
タコン酸、イタコン酸、無水シトラコン酸、シトラコン
酸、フマル酸、又はこれらのアルカリ金属塩、アルカリ
土類金属塩、アンモニウム塩、アミン塩、置換アミン塩
が使用される。Examples of the monomer represented by the general formula (B) include acrylic acid, methacrylic acid, crotonic acid and metal salts thereof. Further, as the unsaturated dicarboxylic acid-based monomer, maleic anhydride, maleic acid, itaconic anhydride, itaconic acid, citraconic anhydride, citraconic acid, fumaric acid, or their alkali metal salts, alkaline earth metal salts, Ammonium salts, amine salts, substituted amine salts are used.
【0016】また、一般式(C)で示される単量体とし
ては、アリルスルホン酸、メタリルスルホン酸、又はこ
れらのアルカリ金属塩、アルカリ土類金属塩、アンモニ
ウム塩、アミン塩が使用される。As the monomer represented by the general formula (C), allyl sulfonic acid, methallyl sulfonic acid, or their alkali metal salts, alkaline earth metal salts, ammonium salts and amine salts are used. .
【0017】本発明における共重合体(イ)を構成する
単量体(a)と(b)の反応単位は、単量体(a)/単
量体(b)=1/100 〜 100/100 (モル比)の範囲が
好ましく、5/100 〜50/100 の範囲が特に、流動性と
スランプ保持性に優れる。上記のモル比が、1/100 未
満の場合および 100/100 よりも大きい場合は分散性と
スランプ保持性は低下傾向となる。The reaction units of the monomers (a) and (b) constituting the copolymer (a) in the present invention are monomer (a) / monomer (b) = 1/100 to 100 / A range of 100 (molar ratio) is preferable, and a range of 5/100 to 50/100 is particularly excellent in fluidity and slump retention. When the above molar ratio is less than 1/100 or greater than 100/100, the dispersibility and slump retention tend to decrease.
【0018】本発明の共重合体(イ)の製造法は公知の
方法で製造することができる。例えば、特開昭59-16216
3 号、特公平2-11542 号、特公平2-7901号、特公平2-78
97号公報等の溶媒重合法が挙げられる。The copolymer (a) of the present invention can be produced by a known method. For example, JP-A-59-16216
No. 3, Special Fair 2-11542, Special Fair 2-7901, Special Fair 2-78
The solvent polymerization method described in Japanese Patent No. 97, etc. may be mentioned.
【0019】溶媒重合法において用いる溶剤としては、
水、メチルアルコール、エチルアルコール、イソプロピ
ルアルコール、ベンゼン、トルエン、キシレン、シクロ
ヘキサン、n−ヘキサン、脂肪族炭化水素、酢酸エチ
ル、アセトン、メチルエチルケトン等が挙げられる。取
扱と反応設備から考慮すると水および1〜4級アルコー
ルが好ましい。Solvents used in the solvent polymerization method include:
Examples include water, methyl alcohol, ethyl alcohol, isopropyl alcohol, benzene, toluene, xylene, cyclohexane, n-hexane, aliphatic hydrocarbon, ethyl acetate, acetone, methyl ethyl ketone, and the like. Water and primary to quaternary alcohols are preferable in consideration of handling and reaction equipment.
【0020】水系の重合開始剤としては、アンモニウム
又はアルカリ金属の過硫酸塩あるいは過酸化水素等の水
溶性の開始剤が使用される。水系以外の溶剤を用いる溶
媒重合にはベンゾイルパーオキシド、ラウロイルパーオ
キシド等が重合開始剤として使用される。As the aqueous polymerization initiator, a water-soluble initiator such as ammonium or alkali metal persulfate or hydrogen peroxide is used. Benzoyl peroxide, lauroyl peroxide or the like is used as a polymerization initiator in solvent polymerization using a solvent other than an aqueous solvent.
【0021】また、重合開始剤と併用して、促進剤とし
て亜硫酸水素ナトリウムやメルカプトエタノールやアミ
ン化合物を使用することも可能であり、これら重合開始
剤あるいは促進剤を適宜選択して用いることができる。It is also possible to use sodium hydrogen sulfite, mercaptoethanol or an amine compound as a promoter in combination with the polymerization initiator, and these polymerization initiators or promoters can be appropriately selected and used. .
【0022】共重合体(イ)の重量平均分子量(ゲルパ
ーミエーションクロマトグラフィー法/ポリスチレンス
ルホン酸換算)は 3,000〜500,000 の範囲が良く、 5,0
00〜100,000 がより好ましい。分子量が大きすぎると分
散性が低下傾向を示し、逆に分子量が小さすぎるとスラ
ンプ保持性が低下傾向を示す。The weight average molecular weight of the copolymer (a) (gel permeation chromatography method / polystyrene sulfonic acid conversion) is preferably in the range of 3,000 to 500,000,
More preferably, it is 100 to 100,000. If the molecular weight is too large, the dispersibility tends to decrease, and conversely, if the molecular weight is too small, the slump retention tends to decrease.
【0023】さらに、本発明における共重合体(イ)
は、本発明の効果を損なわない範囲内で他の共重合可能
な単量体を反応させてもよい。例えば、アクリロニトリ
ル、アクリル酸エステル、アクリルアミド、メタクリル
アミド、スチレン、スチレンスルホン酸等が挙げられ
る。Further, the copolymer (a) in the present invention
May be reacted with another copolymerizable monomer as long as the effects of the present invention are not impaired. For example, acrylonitrile, acrylate, acrylamide, methacrylamide, styrene, styrenesulfonic acid and the like can be mentioned.
【0024】本発明における(ロ)成分のオキシカルボ
ン酸としては、グルコン酸、グルコヘプトン酸、アラボ
ン酸、リンゴ酸またはクエン酸が挙げられる。これらの
塩としては、例えば、ナトリウム、カリウム、カルシウ
ム、マグネシウム、アンモニウム、トリエタノールアミ
ン等の無機塩または有機塩が挙げられる。また、糖とし
ては、グルコース、フラクトース、ガラクトース、サッ
カロース、キシロース、アビトース、リポーズ、異性化
糖などの単糖類や、二糖、三糖などのオリゴ糖、または
デキストリンなどのオリゴ糖、またはデキストランなど
の多糖類などが挙げられる。また、これらを含む糖蜜類
も含まれる。更に、糖アルコールとしてはソルビトール
などが挙げられる。Examples of the oxycarboxylic acid as the component (b) in the present invention include gluconic acid, glucoheptonic acid, arabonic acid, malic acid and citric acid. Examples of these salts include inorganic or organic salts such as sodium, potassium, calcium, magnesium, ammonium and triethanolamine. As sugars, monosaccharides such as glucose, fructose, galactose, saccharose, xylose, abitose, repose, and isomerized sugar, oligosaccharides such as disaccharides and trisaccharides, or oligosaccharides such as dextrin, or dextran, etc. Examples include polysaccharides. Moreover, molasses containing these is also included. Furthermore, examples of the sugar alcohol include sorbitol.
【0025】本発明において、(イ)と(ロ)の配合比
は固形分重量比で(イ)/(ロ)=100/1〜 100/50
の範囲が好ましく、 100/3〜 100/40の範囲が特に好
ましい。(イ)と(ロ)の配合比が 100/1未満では充
分なスランプ保持性を示さず、また、(イ)と(ロ)の
配合比が 100/50を超えるとコンクリートの硬化遅延を
来して好ましくない。In the present invention, the compounding ratio of (a) and (b) is (a) / (b) = 100/1 to 100/50 in terms of solid content weight ratio.
Is preferable, and the range of 100/3 to 100/40 is particularly preferable. If the mixing ratio of (a) and (b) is less than 100/1, sufficient slump retention is not exhibited, and if the mixing ratio of (a) and (b) exceeds 100/50, hardening of the concrete is delayed. Is not preferable.
【0026】さらに本発明の(イ)と(ロ)成分のコン
クリートへの添加量はセメントに対して固形分量で
(イ)と(ロ)成分合計で 0.1〜3.0 重量%程度が使用
範囲であり、 0.2〜0.5 重量%が好ましく使用される。Further, the addition amount of the components (a) and (b) of the present invention to the concrete is about 0.1 to 3.0% by weight as the total solid component (a) and (b) component with respect to the cement. , 0.2 to 0.5% by weight is preferably used.
【0027】また、本発明の(イ)と(ロ)成分を添加
する場合、予め(イ)と(ロ)を配合したものを添加し
ても、あるいは別々に添加してもよく、限定するもので
はない。When the components (a) and (b) of the present invention are added, a mixture of (a) and (b) in advance may be added, or they may be added separately, and there is no limitation. Not a thing.
【0028】本発明のコンクリート混和剤の使用に当た
っては他の分散剤との併用も可能である。The concrete admixture of the present invention can be used in combination with other dispersants.
【0029】該分散剤とは一般にコンクリート用混和剤
として使用されているものであればよいが、ナフタレン
スルホン酸塩ホルムアルデヒド縮合物、メラミンスルホ
ン酸塩ホルムアルデヒド縮合物、ポリカルボン酸もしく
はそのエステルもしくはその塩、精製リグニンスルホン
酸もしくはその塩、ポリスチレンスルホン酸塩、フェノ
ール骨格を有するセメント分散剤(例えば、フェノール
スルホン酸と共重合可能な他の単量体とのホルムアルデ
ヒド共縮合物)、アニリンスルホン酸を主成分とするセ
メント分散剤(例えば、アニリンスルホン酸共縮合可能
な他の単量体とのホルムアルデヒド共縮合物)など、従
来高性能減水剤と称されるものが好ましく使用される。The dispersant may be any that is generally used as an admixture for concrete, but it includes naphthalene sulfonate formaldehyde condensate, melamine sulfonate formaldehyde condensate, polycarboxylic acid or its ester or its salt. , Mainly purified lignin sulfonic acid or its salt, polystyrene sulfonate, cement dispersant having phenol skeleton (for example, formaldehyde co-condensate with other monomer copolymerizable with phenol sulfonic acid), aniline sulfonic acid What is conventionally called a high-performance water reducing agent, such as a cement dispersant as a component (for example, a formaldehyde co-condensation product with another monomer capable of co-condensing aniline sulfonic acid), is preferably used.
【0030】本発明のコンクリート混和剤は、土木、建
築、二次製品等のセメント類の水硬性組成物に使用する
もので、特に限定するものではない。The concrete admixture of the present invention is used for hydraulic compositions of cements such as civil engineering, construction and secondary products, and is not particularly limited.
【0031】また、本発明のコンクリート混和剤は公知
の添加剤(材)と併用することができる。一例を挙げれ
ば、AE剤、AE減水剤、流動化剤、高性能減水剤、遅
延剤、早強剤、促進剤、起泡剤、発泡剤、保水剤、増粘
剤、防水剤、消泡剤、水溶性高分子、消泡剤、界面活性
剤各種等やセメントペーストモルタル、コンクリートを
構成する各種セメント類、高炉スラグ、フライアッシ
ュ、シリカフューム等を使用する水硬性組成物が挙げら
れる。The concrete admixture of the present invention can be used in combination with known additives (materials). For example, AE agent, AE water reducing agent, superplasticizer, high-performance water reducing agent, retarder, early strengthening agent, accelerator, foaming agent, foaming agent, water retention agent, thickening agent, waterproofing agent, defoaming agent. Examples include water-soluble compositions using agents, water-soluble polymers, defoaming agents, various kinds of surfactants, cement paste mortar, various cements constituting concrete, blast furnace slag, fly ash, silica fume and the like.
【0032】[0032]
【実施例】以下、本発明を具体的に説明するが、本発明
はこれらの実施例に限定されるものではない。EXAMPLES Hereinafter, the present invention will be described specifically, but the present invention is not limited to these examples.
【0033】また、実施例中で示す共重合体(イ)の重
量平均分子量は、ゲルパーミエーションクロマトグラフ
ィー法/ポリスチレンスルホン酸ナトリウム換算による
分子量から求めたものである。The weight average molecular weight of the copolymer (a) shown in the examples is determined from the molecular weight by gel permeation chromatography method / sodium polystyrene sulfonate conversion.
【0034】〈共重合体(イ)の製造例〉本発明の重合
に使用した単量体(a)の内容と記号を以下に示す。但
し、EOはエチレンオキシド、POはプロピレンオキシドを
表す。 A−1 メタノールEO・メタクリル酸モノエステル(EO
付加モル数=55) A−2 メタノールEO・アクリル酸モノエステル(EO付
加モル数=90) A−3 メタノールEO・メタクリル酸モノエステル(EO
付加モル数=115) A−4 メタノールEO・メタクリル酸モノエステル(EO
付加モル数=135) A−5 アクリル酸PO・EOブロック付加物(PO付加モル
数=10、EO付加モル数=180) A−6 アクリル酸EO・PO付加物(EO付加モル数=135
、PO付加モル数=25) A−7 メタノールEO・メタクリル酸モノエステル(EO
付加モル数=102) A−8(比較)メタノールEO・メタクリル酸モノエステ
ル(EO付加モル数=350) A−9(比較)メタノールEO・メタクリル酸モノエステ
ル(EO付加モル数=23) 以下に共重合体(イ)の製造例を示す。 製造例1(実施例の記号イ−1) 攪拌機付き反応容器に水10モルを仕込み、攪拌しながら
窒素置換し、窒素雰囲気中で75℃まで昇温した。A−1
0.30モル、メタクリル酸1モル(モル比=30/100)、
水 7.5モルを混合溶解したものと20%過硫酸アンモニウ
ム水溶液0.01モル、及び2−メルカプトエタノール3g
の3者をそれぞれ同時に反応系に2時間かけて滴下す
る。次に20%過硫酸アンモニウム水溶液0.03モルを30分
かけて滴下し、1時間同温度(75℃)で熟成する。熟成
後95℃に昇温して、35%過酸化水素15gを1時間かけて
滴下し、2時間同温度(95℃)で熟成する。熟成終了
後、48%水酸化ナトリウム 0.7モルを加えて中和、分子
量35,000の共重合体を得た。<Production Example of Copolymer (a)> The contents and symbols of the monomer (a) used in the polymerization of the present invention are shown below. However, EO represents ethylene oxide and PO represents propylene oxide. A-1 Methanol EO / methacrylic acid monoester (EO
Addition mole number = 55) A-2 Methanol EO / acrylic acid monoester (EO addition mole number = 90) A-3 Methanol EO / methacrylic acid monoester (EO
Number of added moles = 115) A-4 Methanol EO / methacrylic acid monoester (EO
Addition mol number = 135) A-5 Acrylic acid PO / EO block adduct (PO addition mol number = 10, EO addition mol number = 180) A-6 Acrylic acid EO / PO adduct (EO addition mol number = 135
, PO addition mole number = 25) A-7 Methanol EO / methacrylic acid monoester (EO
Addition mol number = 102) A-8 (Comparison) Methanol EO / methacrylic acid monoester (EO addition mol number = 350) A-9 (Comparison) Methanol EO / methacrylic acid monoester (EO addition mol number = 23) Below An example of producing the copolymer (ii) is shown. Production Example 1 (Symbol A-1 in Example) 10 mol of water was charged into a reaction vessel equipped with a stirrer, the atmosphere was replaced with nitrogen while stirring, and the temperature was raised to 75 ° C in a nitrogen atmosphere. A-1
0.30 mol, 1 mol of methacrylic acid (molar ratio = 30/100),
7.5 mol of water mixed and dissolved, 0.01 mol of a 20% ammonium persulfate aqueous solution, and 3 g of 2-mercaptoethanol
Are simultaneously dropped into the reaction system over 2 hours. Next, 0.03 mol of a 20% ammonium persulfate aqueous solution is added dropwise over 30 minutes, and the mixture is aged at the same temperature (75 ° C.) for 1 hour. After aging, the temperature is raised to 95 ° C., 15 g of 35% hydrogen peroxide is added dropwise over 1 hour, and aging is performed at the same temperature (95 ° C.) for 2 hours. After aging, 0.7 mol of 48% sodium hydroxide was added for neutralization to obtain a copolymer having a molecular weight of 35,000.
【0035】製造例2(実施例の記号イ−2) 攪拌機付き反応容器に水15モルを仕込み、攪拌しながら
窒素置換し、窒素雰囲気中で75℃まで昇温した。A−2
0.20モル、アクリル酸1モル(モル比=20/100)、水
15モルを混合溶解したものと20%過硫酸アンモニウム水
溶液0.01モル、及び2−メルカプトエタノール4gの3
者をそれぞれ同時に反応系に2時間かけて滴下する。次
に20%過硫酸アンモニウム水溶液0.03モルを30分かけて
滴下し、1時間同温度(75℃)で熟成する。熟成後95℃
に昇温して、35%過酸化水素12gを1時間かけて滴下
し、2時間同温度(95℃)で、熟成する。熟成終了後、
48%水酸化ナトリウム 0.7モルを加えて中和、分子量4
5,000の共重合体を得た。Production Example 2 (Symbol A-2 in Example) 15 mol of water was charged into a reaction vessel equipped with a stirrer, the atmosphere was replaced with nitrogen while stirring, and the temperature was raised to 75 ° C. in a nitrogen atmosphere. A-2
0.20 mol, 1 mol of acrylic acid (molar ratio = 20/100), water
A mixture of 15 moles, 0.01 mole of a 20% aqueous solution of ammonium persulfate, and 4 g of 2-mercaptoethanol
Are simultaneously added dropwise to the reaction system over 2 hours. Next, 0.03 mol of a 20% ammonium persulfate aqueous solution is added dropwise over 30 minutes, and the mixture is aged at the same temperature (75 ° C.) for 1 hour. 95 ℃ after aging
Then, 12 g of 35% hydrogen peroxide was added dropwise over 1 hour, and the mixture was aged at the same temperature (95 ° C.) for 2 hours. After aging,
Neutralized by adding 0.7 mol of 48% sodium hydroxide, molecular weight 4
5,000 copolymers were obtained.
【0036】製造例3(実施例の記号イ−3) 攪拌機付き反応容器に水15モルを仕込み、攪拌しながら
窒素置換し、窒素雰囲気中で75℃まで昇温した。A−3
0.35モル、メタクリル酸1モル(モル比=35/100)、
水15モルを混合溶解したものと20%過硫酸アンモニウム
水溶液0.01モル、及び2−メルカプトエタノール4gの
3者をそれぞれ同時に反応系に2時間かけて滴下する。
次に20%過硫酸アンモニウム水溶液0.03モルを30分かけ
て滴下し、1時間同温度(75℃)で熟成する。熟成後95
℃に昇温して、35%過酸化水素12gを1時間かけて滴下
し、2時間同温度(95℃)で熟成する。熟成終了後、48
%水酸化ナトリウム 0.7モルを加えて中和、分子量45,0
00の共重合体を得た。Production Example 3 (Symbol A-3 in Example) 15 mol of water was charged into a reaction vessel equipped with a stirrer, the atmosphere was replaced with nitrogen while stirring, and the temperature was raised to 75 ° C. in a nitrogen atmosphere. A-3
0.35 mol, methacrylic acid 1 mol (molar ratio = 35/100),
A mixture of 15 mol of water, 0.01 mol of a 20% ammonium persulfate aqueous solution, and 4 g of 2-mercaptoethanol are simultaneously added dropwise to the reaction system over 2 hours.
Next, 0.03 mol of a 20% ammonium persulfate aqueous solution is added dropwise over 30 minutes, and the mixture is aged at the same temperature (75 ° C.) for 1 hour. 95 after aging
The temperature was raised to 12 ° C, 12 g of 35% hydrogen peroxide was added dropwise over 1 hour, and the mixture was aged at the same temperature (95 ° C) for 2 hours. After aging, 48
Neutralized by adding 0.7 mol of sodium hydroxide, molecular weight 45,0
Thus, a copolymer No. 00 was obtained.
【0037】製造例4(実施例の記号イ−4) 攪拌機付き反応容器に水10モルを仕込み、攪拌しながら
窒素置換し、窒素雰囲気中で75℃まで昇温した。A−4
0.1モル、アクリル酸 0.9モル、メタリルスルホン酸ナ
トリウム 0.1モル(モル比=10/90/10)、水7.5 モル
を混合溶解したものと20%過硫酸アンモニウム水溶液0.
01モル、及び2−メルカプトエタノール4gの3者をそ
れぞれ同時に反応系に2時間かけて滴下する。次に20%
過硫酸アンモニウム水溶液を0.03モルを30分かけて滴下
し、1時間同温度(75℃)で熟成する。熟成後95℃に昇
温して、35%過酸化水素12gを1時間かけて滴下し、2
時間同温度(95℃)で熟成する。熟成終了後、48%水酸
化ナトリウム 0.6モルを加えて中和、分子量45,000の共
重合体を得た。Production Example 4 (Symbol A-4 of Example) 10 mol of water was charged into a reaction vessel equipped with a stirrer, the atmosphere was replaced with nitrogen while stirring, and the temperature was raised to 75 ° C in a nitrogen atmosphere. A-4
0.1 mol, 0.9 mol of acrylic acid, 0.1 mol of sodium methallylsulfonate (molar ratio = 10/90/10), 7.5 mol of water mixed and dissolved, and 20% ammonium persulfate aqueous solution.
01 mol and 4 g of 2-mercaptoethanol are simultaneously added dropwise to the reaction system over 2 hours. Then 20%
An aqueous solution of ammonium persulfate is added dropwise at 0.03 mol over 30 minutes, and the mixture is aged at the same temperature (75 ° C.) for 1 hour. After aging, the temperature was raised to 95 ° C, and 12 g of 35% hydrogen peroxide was added dropwise over 1 hour.
Aged at the same temperature (95 ° C) for hours. After aging, 0.6 mol of 48% sodium hydroxide was added for neutralization to obtain a copolymer having a molecular weight of 45,000.
【0038】製造例5(実施例の記号イ−5) 攪拌機付き反応容器に水15モルを仕込み、攪拌しながら
窒素置換し、窒素雰囲気中で75℃まで昇温した。A−5
0.05 モル、メタクリル酸1モル(モル比=5/100)、
水15モルを混合溶解したものと20%過硫酸アンモニウム
水溶液0.01モル、及び2−メルカプトエタノール1gの
3者をそれぞれ同時に反応系に2時間かけて滴下する。
次に20%過硫酸アンモニウム水溶液0.03モルを30分かけ
て滴下し、1時間同温度(75℃)で熟成する。熟成後95
℃に昇温して、35%過酸化水素5gを1時間かけて滴下
し、2時間同温度(95℃)で熟成する。熟成終了後、48
%水酸化ナトリウム 0.7モルを加えて中和、分子量47,0
00の共重合体を得た。Production Example 5 (Symbol A-5 in Example) 15 mol of water was charged into a reaction vessel equipped with a stirrer, the atmosphere was replaced with nitrogen while stirring, and the temperature was raised to 75 ° C. in a nitrogen atmosphere. A-5
0.05 mol, 1 mol of methacrylic acid (molar ratio = 5/100),
A mixture of 15 mol of water, 0.01 mol of a 20% aqueous solution of ammonium persulfate, and 1 g of 2-mercaptoethanol were simultaneously added dropwise to the reaction system over 2 hours.
Next, 0.03 mol of a 20% ammonium persulfate aqueous solution is added dropwise over 30 minutes, and the mixture is aged at the same temperature (75 ° C.) for 1 hour. 95 after aging
The temperature was raised to 5 ° C., 5 g of 35% hydrogen peroxide was added dropwise over 1 hour, and the mixture was aged at the same temperature (95 ° C.) for 2 hours. After aging, 48
Neutralized by adding 0.7 mol of sodium hydroxide, molecular weight 47,0
Thus, a copolymer No. 00 was obtained.
【0039】製造例6(実施例の記号イ−6) 攪拌機付き反応容器に水10モルを仕込み、攪拌しながら
窒素置換し、窒素雰囲気中で95℃まで昇温した。A−6
0.05モル、マレイン酸モノナトリウム塩1モル(モル
比=5/100)、90℃温水15モルを混合溶解したものと20
%過硫酸アンモニウム水溶液0.01モル、及び2−メルカ
プトエタノール3gの3者をそれぞれ同時に反応系に2
時間かけて滴下する。次に20%過硫酸アンモニウム水溶
液0.03モルを30分かけて滴下し、1時間同温度(95℃)
で熟成する。熟成後95℃で35%過酸化水素9gを1時間
かけて滴下し、2時間同温度(95℃)で熟成する。熟成
終了後、48%水酸化ナトリウム 0.7モルを加えて中和、
分子量13,000の共重合体を得た。Production Example 6 (Symbol A-6 in Example) 10 mol of water was charged into a reaction vessel equipped with a stirrer, the atmosphere was replaced with nitrogen while stirring, and the temperature was raised to 95 ° C in a nitrogen atmosphere. A-6
0.05 mol, maleic acid monosodium salt 1 mol (molar ratio = 5/100), 90 ° C hot water 15 mol mixed and dissolved
% Mol ammonium persulfate aqueous solution 0.01 mol, and 2-mercaptoethanol 3 g simultaneously into the reaction system
Drip over time. Next, 0.03 mol of a 20% ammonium persulfate aqueous solution is added dropwise over 30 minutes, and the same temperature (95 ° C) for 1 hour
And mature. After aging, 9 g of 35% hydrogen peroxide is added dropwise at 95 ° C. over 1 hour, and aging is performed at the same temperature (95 ° C.) for 2 hours. After aging, add 0.7 mol of 48% sodium hydroxide to neutralize,
A copolymer having a molecular weight of 13,000 was obtained.
【0040】製造例7(実施例の記号イ−7) 攪拌機付き反応容器に水8モルを仕込み、攪拌しながら
窒素置換し、窒素雰囲気中で75℃まで昇温した。A−7
0.30モル、メタクリル酸1モル(モル比=30/100)、
水8モルを混合溶解したものと20%過硫酸アンモニウム
水溶液0.01モル及び2−メルカプトエタノール3gの3
者をそれぞれ同時に反応系に2時間かけて滴下する。次
に20%過硫酸アンモニウム水溶液0.03モルを30分かけて
滴下し、1時間同温度(75℃)で熟成する。熟成後95℃
に昇温して35%過酸化水素15gを1時間かけて滴下し、
2時間同温度(95℃)で、熟成する。熟成終了後、48%
水酸化ナトリウム 0.7モルを加えて中和、分子量35,000
の共重合体を得た。Production Example 7 (Symbol A-7 in Example) 8 mol of water was charged into a reaction vessel equipped with a stirrer, the atmosphere was replaced with nitrogen while stirring, and the temperature was raised to 75 ° C in a nitrogen atmosphere. A-7
0.30 mol, 1 mol of methacrylic acid (molar ratio = 30/100),
A mixture of 8 mol of water and 0.01 mol of a 20% aqueous solution of ammonium persulfate and 3 g of 2-mercaptoethanol
Are simultaneously added dropwise to the reaction system over 2 hours. Next, 0.03 mol of a 20% ammonium persulfate aqueous solution is added dropwise over 30 minutes, and the mixture is aged at the same temperature (75 ° C.) for 1 hour. 95 ℃ after aging
, And 15 g of 35% hydrogen peroxide was added dropwise over 1 hour.
Aged at the same temperature (95 ° C) for 2 hours. After aging, 48%
Neutralized by adding 0.7 mol of sodium hydroxide, molecular weight 35,000
A copolymer of
【0041】製造例8(実施例の記号イ−8)(比較) 攪拌機付き反応容器に水10モルを仕込み、攪拌しながら
窒素置換し、窒素雰囲気中で75℃まで昇温した。A−8
0.05モル、アクリル酸1モル(モル比=5/100)、水
7.5モルを混合溶解したものと20%過硫酸アンモニウム
水溶液0.01モル、及び2−メルカプトエタノール3gの
3者をそれぞれ同時に反応系に2時間かけて滴下する。
次に20%過硫酸アンモニウム水溶液0.03モルを30分かけ
て滴下し、1時間同温度(75℃)で熟成する。熟成後95
℃に昇温して、35%過酸化水素10gを1時間かけて滴下
し、2時間同温度(95℃)で熟成する。熟成終了後、48
%水酸化ナトリウム 0.7モルを加えて中和、分子量31,0
00の共重合体を得た。Production Example 8 (Symbol A-8 in Example) (Comparative) 10 mol of water was charged into a reaction vessel equipped with a stirrer, the atmosphere was replaced with nitrogen while stirring, and the temperature was raised to 75 ° C. in a nitrogen atmosphere. A-8
0.05 mol, acrylic acid 1 mol (molar ratio = 5/100), water
A mixture of 7.5 moles, 0.01 mole of a 20% aqueous ammonium persulfate solution, and 3 g of 2-mercaptoethanol are simultaneously added dropwise to the reaction system over 2 hours.
Next, 0.03 mol of a 20% ammonium persulfate aqueous solution is added dropwise over 30 minutes, and the mixture is aged at the same temperature (75 ° C.) for 1 hour. 95 after aging
The temperature was raised to 10 ° C., 10 g of 35% hydrogen peroxide was added dropwise over 1 hour, and the mixture was aged at the same temperature (95 ° C.) for 2 hours. After aging, 48
Neutralized by adding 0.7 mole of sodium hydroxide, molecular weight 31,0
Thus, a copolymer No. 00 was obtained.
【0042】製造例9(実施例の記号イ−9)(比較) 攪拌機付き反応容器に水5モルを仕込み、攪拌しながら
窒素置換し、窒素雰囲気中で75℃まで昇温した。A−9
0.30モル、メタクリル酸1モル(モル比=30/100)、
水5モルを混合溶解したものと20%過硫酸アンモニウム
水溶液0.01モル、及び2−メルカプトエタノール2gの
3者をそれぞれ同時に反応系に2時間かけて滴下する。
次に20%過硫酸アンモニウム水溶液0.03モルを30分かけ
て滴下し、1時間同温度(75℃)で熟成する。熟成後95
℃に昇温して、35%過酸化水素10gを1時間かけて滴下
し、2時間同温度(95℃)で熟成する。熟成終了後、48
%水酸化ナトリウム 0.7モルを加えて中和、分子量32,0
00の共重合体を得た。Production Example 9 (Symbol A-9 of Example) (Comparative) 5 mol of water was charged into a reaction vessel equipped with a stirrer, the atmosphere was replaced with nitrogen while stirring, and the temperature was raised to 75 ° C. in a nitrogen atmosphere. A-9
0.30 mol, 1 mol of methacrylic acid (molar ratio = 30/100),
A mixture of 5 mol of water, 0.01 mol of a 20% aqueous solution of ammonium persulfate and 2 g of 2-mercaptoethanol are simultaneously dropped into the reaction system over 2 hours.
Next, 0.03 mol of a 20% ammonium persulfate aqueous solution is added dropwise over 30 minutes, and the mixture is aged at the same temperature (75 ° C.) for 1 hour. 95 after aging
The temperature was raised to 10 ° C., 10 g of 35% hydrogen peroxide was added dropwise over 1 hour, and the mixture was aged at the same temperature (95 ° C.) for 2 hours. After aging, 48
Neutralized by adding 0.7 mol of sodium hydroxide, molecular weight 32,0
Thus, a copolymer No. 00 was obtained.
【0043】共重合体の比較重合物の他に、実施例に使
用した比較混和剤の内容と記号を以下に示す。 記号NS:ナフタレン系混和剤(マイテイ150 ;花王
(株)製)。The contents and symbols of the comparative admixtures used in the examples other than the comparative polymer of the copolymer are shown below. Symbol NS: naphthalene-based admixture (Mighty 150; manufactured by Kao Corporation).
【0044】実施例に使用した化合物(ロ)の内容と記
号を表1に示す。Table 1 shows the contents and symbols of the compound (II) used in the examples.
【0045】[0045]
【表1】 [Table 1]
【0046】〈コンクリート混和剤としての評価〉コン
クリートの配合条件を表2に示す。<Evaluation as Concrete Admixture> Table 2 shows concrete mixing conditions.
【0047】[0047]
【表2】 [Table 2]
【0048】コンクリートの製造は、表2に示すコンク
リート材料とコンクリート混和剤を傾胴ミキサーで25rp
m ×3分間混練りして調整した。スランプ値を測定後、
さらに4rpm で60分間回転させ、60分後のスランプ値を
測定した。コンクリート温度は32℃で行った。混和剤の
添加量は初期スランプ値が20±1cmになるよう添加し
た。スランプ値は JIS-A1101法により測定した。硬化速
度はコンクリート中のモルタルを採取して ASTM-C403法
により、終結時間を測定した。測定結果を表3に示す。The concrete is manufactured by mixing the concrete material and the concrete admixture shown in Table 2 with a tilting mixer at 25 rp.
It was adjusted by kneading for m × 3 minutes. After measuring the slump value,
Further, it was rotated at 4 rpm for 60 minutes, and after 60 minutes, the slump value was measured. The concrete temperature was 32 ° C. The admixture was added so that the initial slump value was 20 ± 1 cm. The slump value was measured by the JIS-A1101 method. The setting speed was determined by collecting mortar in concrete and measuring the setting time by the ASTM-C403 method. The measurement results are shown in Table 3.
【0049】[0049]
【表3】 [Table 3]
【0050】〈評価結果〉表3に示すように、本発明の
コンクリート混和剤は比較品に比べて少ない添加量で流
動性が得られ、しかもスランプ値の直後と60分後の差が
小さい。即ち、優れた減水効果とスランプロス防止に顕
著な効果を示すものである。<Evaluation Results> As shown in Table 3, the concrete admixture of the present invention exhibits fluidity with a smaller addition amount as compared with the comparative product, and the difference between the slump value immediately after and after 60 minutes is small. That is, it shows an excellent water reducing effect and a remarkable effect in preventing slump loss.
【0051】[0051]
【発明の効果】本発明によるコンクリート混和剤をセメ
ント組成物に添加すれば、夏期の高温時においてもスラ
ンプロスがないため、ポンプ圧送による輸送トラブルが
解消される。さらに、本発明によるコンクリート混和剤
はセメント組成物の流動性を向上させることから、型枠
への充填作業を容易にし、また本発明によるコンクリー
ト混和剤は減水効果も大きいことから、高強度コンクリ
ートへの応用も期待される。When the concrete admixture according to the present invention is added to the cement composition, there is no slump loss even at high temperatures in the summer, so that transport troubles due to pumping are eliminated. Furthermore, since the concrete admixture according to the present invention improves the fluidity of the cement composition, it facilitates the work of filling the formwork, and the concrete admixture according to the present invention has a large water-reducing effect. The application of is also expected.
───────────────────────────────────────────────────── 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 24/06 C04B 24/06 A 24/10 24/10 C08K 5/05 C08K 5/05 5/09 5/09 C08L 33/14 LHW C08L 33/14 LHW 35/00 LHR 35/00 LHR 41/00 LJZ 41/00 LJZ // C08F 228/00 MNR C08F 228/00 MNR 299/02 MRS 299/02 MRS C04B 103:32 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI Technical display location C04B 24/06 C04B 24/06 A 24/10 24/10 C08K 5/05 C08K 5/05 5 / 09 5/09 C08L 33/14 LHW C08L 33/14 LHW 35/00 LHR 35/00 LHR 41/00 LJZ 41/00 LJZ // C08F 228/00 MNR C08F 228/00 MNR 299/02 MRS 299/02 MRS C04B 103: 32
Claims (9)
するコンクリート混和剤。 (イ)成分:下記の一般式(A)で表される単量体
(a)と下記の一般式(B)及び(C)で表される化合
物の中から選ばれる1種以上の単量体(b)とを重合し
て得られる共重合体。 (ロ)成分:オキシカルボン酸もしくはその塩、糖およ
び糖アルコールからなる群から選ばれる1種以上の化合
物。 【化1】 (式中、R1,R2;水素またはメチル基 m1 :0〜2の数 AO :炭素数2〜3のオキシアルキレン基 n :50〜300 の数 X :水素または炭素数1〜3のアルキル基 を表す。) 【化2】 (式中、R3〜R5 ;水素、メチル基または(CH2)m2COOM2 R6 ;水素またはメチル基 M1,M2,Y:水素、アルカリ金属、アルカリ土類金属、ア
ンモニウム、アルキルアンモニウム又は置換アルキルア
ンモニウム m2 :0〜2の数 を表す。)1. A concrete admixture essentially comprising the following components (a) and (b). Component (a): a monomer (a) represented by the following general formula (A) and one or more types of monovalent compounds selected from compounds represented by the following general formulas (B) and (C) A copolymer obtained by polymerizing the body (b). Component (b): One or more compounds selected from the group consisting of oxycarboxylic acids or salts thereof, sugars and sugar alcohols. Embedded image (In the formula, R 1 and R 2 are hydrogen or a methyl group m 1 : the number of 0 to 2 AO: an oxyalkylene group having a carbon number of 2 to 3 n: the number of 50 to 300 X: hydrogen or a carbon number of 1 to 3 Represents an alkyl group.) (In the formula, R 3 to R 5 ; hydrogen, methyl group or (CH 2 ) m 2 COOM 2 R 6 ; hydrogen or methyl group M 1 , M 2 , Y: hydrogen, alkali metal, alkaline earth metal, ammonium, alkyl Ammonium or substituted alkylammonium m 2 : represents the number of 0 to 2)
nが 100〜200 の数である請求項1記載のコンクリート
混和剤。2. The concrete admixture according to claim 1, wherein in the component (a), n in the general formula (A) is a number of 100 to 200.
nが 110〜150 の数である請求項1記載のコンクリート
混和剤。3. The concrete admixture according to claim 1, wherein in the component (a), n in the general formula (A) is a number of 110 to 150.
(a),(b)の反応単位が、単量体(a)/単量体
(b)=1/100 〜 100/100 (モル比)である請求項
1〜3の何れか1項に記載のコンクリート混和剤。4. The reaction units of the monomers (a) and (b) constituting the copolymer (a) are monomer (a) / monomer (b) = 1/100 to 100/100. (Mole ratio) The concrete admixture according to any one of claims 1 to 3.
00〜500,000 である請求項1〜4の何れか1項に記載の
コンクリート混和剤。5. The weight average molecular weight of the copolymer (a) is 3,0.
It is 00-500,000, The concrete admixture according to any one of claims 1 to 4.
ヘプトン酸、アラボン酸、リンゴ酸またはクエン酸であ
る請求項1〜5の何れか1項に記載のコンクリート混和
剤。6. The concrete admixture according to claim 1, wherein the oxycarboxylic acid is gluconic acid, glucoheptonic acid, arabonic acid, malic acid or citric acid.
ある請求項1〜6の何れか1項に記載のコンクリート混
和剤。7. The concrete admixture according to claim 1, wherein the sugar is a monosaccharide, an oligosaccharide or a polysaccharide.
項1〜7の何れか1項に記載のコンクリート用混和剤。8. The admixture for concrete according to claim 1, wherein the sugar alcohol is sorbitol.
(ロ)= 100/1〜 100/50(固形分重量比)である請
求項1〜8の何れか1項に記載のコンクリート混和剤。9. The composition ratio of (a) and (b) is (a) /
(B) = 100/1 to 100/50 (solid content weight ratio), The concrete admixture according to any one of claims 1 to 8.
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JP18891195A JP3306255B2 (en) | 1995-07-25 | 1995-07-25 | Concrete admixture |
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