JP2009155173A - Admixing agent for hydraulic composition - Google Patents

Admixing agent for hydraulic composition Download PDF

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JP2009155173A
JP2009155173A JP2007336583A JP2007336583A JP2009155173A JP 2009155173 A JP2009155173 A JP 2009155173A JP 2007336583 A JP2007336583 A JP 2007336583A JP 2007336583 A JP2007336583 A JP 2007336583A JP 2009155173 A JP2009155173 A JP 2009155173A
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JP5100366B2 (en
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Takao Taniguchi
高雄 谷口
Toshimasa Hamai
利正 濱井
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Kao Corp
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    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/26Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/2664Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds of ethylenically unsaturated dicarboxylic acid polymers, e.g. maleic anhydride copolymers
    • C04B24/267Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds of ethylenically unsaturated dicarboxylic acid polymers, e.g. maleic anhydride copolymers containing polyether side chains
    • 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
    • C04B2103/30Water reducers, plasticisers, air-entrainers, flow improvers
    • C04B2103/32Superplasticisers

Abstract

<P>PROBLEM TO BE SOLVED: To provide an admixing agent for a hydraulic composition which can afford good initial fluidity (kneadability), viscosity-reducing effects and fluidity-retaining ability to the hydraulic composition. <P>SOLUTION: This admixing agent for a hydraulic composition contains a specific alkenylether-based copolymer [compound (1)] and two kinds of specific polycarboxylic acid-based copolymers [compound (2), (3)] different in alkylene oxide addition molar numbers, at specific ratios. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、水硬性組成物用混和剤に関する。   The present invention relates to an admixture for a hydraulic composition.

水硬性組成物用混和剤の中で、流動性付与効果の大きい高性能減水剤と呼ばれているものがある。その代表的なものに、ナフタレンスルホン酸ホルムアルデヒド縮合物塩(ナフタレン系)、メラミンスルホン酸ホルムアルデヒド縮合物塩(メラミン系)、ポリオキシアルキレン鎖を有するポリカルボン酸系等がある。   Among the admixtures for hydraulic compositions, there is one called a high-performance water reducing agent having a large fluidity-imparting effect. Typical examples thereof include naphthalene sulfonic acid formaldehyde condensate salt (naphthalene type), melamine sulfonic acid formaldehyde condensate salt (melamine type), polycarboxylic acid type having a polyoxyalkylene chain, and the like.

近年、代表的な水硬性組成物であるコンクリートの高耐久化指向が強まってきており、例えば、コンクリートに使用される水量を低減して高強度化することが行われており、この傾向は今後も増加するものと予測される。水量を低減するために減水性と流動保持性に優れるポリカルボン酸系減水剤を使用することが主流となっている。   In recent years, concrete, which is a typical hydraulic composition, has become more durable. For example, the amount of water used in concrete has been reduced to increase its strength. Are also expected to increase. In order to reduce the amount of water, it is mainstream to use a polycarboxylic acid-based water reducing agent that is excellent in water reduction and fluid retention.

コンクリート等の水硬性組成物に要求される特性としては、硬化前のフレッシュコンクリート(生コン)の状態での施工上の問題に対し要求される物性が多く、流動性に優れること、流動性が安定に発現すること、スランプ保持性に優れること、適当な凝結時間を有することなどである。これら要求特性を満たすために、従来、ポリカルボン酸系混和剤について種々提案されており、更に、ポリカルボン酸系重合体含む複数の共重合体を組み合わせて用いることが提案されている。   Properties required for hydraulic compositions such as concrete have many physical properties required for construction problems in the state of fresh concrete (green concrete) before curing, excellent fluidity, and stable fluidity. That it has a good setting time. In order to satisfy these required characteristics, various polycarboxylic acid-based admixtures have been proposed in the past, and further, a plurality of copolymers including polycarboxylic acid-based polymers have been proposed to be used in combination.

例えば、特許文献1には、特定のポリカルボン酸系共重合体と、2種の特定のアリルエーテル系共重合体とを、所定の割合で組み合わせたセメント用分散剤が記載されている。また、特許文献2には、特定のアルケニルエーテルとマレイン酸との共重合体又はその塩(イ)と、メトキシポリエチレングリコールの(メタ)アクリル酸エステル等の特定の単量体(a)と(メタ)アクリル酸等の特定の単量体(b)とを含有する単量体混合物を重合して得られる共重合体(ロ)とを含有する水硬性組成物用分散剤が記載されている。また、特許文献3には、不飽和カルボン酸系単量体の比率が所定量であり、オキシアルキレン基の付加モル数の異なる2種の共重合体を必須成分とするセメント混和剤が記載されている。
特開平7−267705号公報 特開2002−187755号公報 特開平11−335150号公報
For example, Patent Document 1 describes a cement dispersant in which a specific polycarboxylic acid copolymer and two specific allyl ether copolymers are combined at a predetermined ratio. Patent Document 2 discloses a copolymer of a specific alkenyl ether and maleic acid or a salt thereof (I), a specific monomer (a) such as a (meth) acrylic acid ester of methoxypolyethylene glycol ( A dispersant for a hydraulic composition containing a copolymer (b) obtained by polymerizing a monomer mixture containing a specific monomer (b) such as (meth) acrylic acid is described. . Patent Document 3 describes a cement admixture containing two types of copolymers having different ratios of unsaturated carboxylic acid monomers and different addition mole numbers of oxyalkylene groups as essential components. ing.
JP 7-267705 A JP 2002-187755 A JP 11-335150 A

近年、コンクリート二次製品による建築部材の生産量が増加している。また、その建築部材は、より高強度化が求められている。この為、セメント量の増加やセメント種の変更等により、コンクリート粘性の上昇、練り上がり性の低下、流動保持挙動の不安定化等の様々な障害が発生しており、製造メーカーでは、前記障害による作業性の低下で生産性の低下を招いている。特に、近年増加傾向にある中庸熱セメントを使用した製品については、顕著である。   In recent years, the amount of building materials produced by secondary concrete products has increased. Further, the building members are required to have higher strength. For this reason, various obstacles such as an increase in concrete viscosity, a decrease in kneadability, and an unstable flow retention behavior have occurred due to an increase in cement amount or a change in cement type. As a result, the productivity is reduced due to a decrease in workability. This is particularly true for products that use moderately hot cement, which has been increasing in recent years.

本発明の課題は、中庸熱セメント等のビーライト系セメントである水硬性粉体を用いた水硬性組成物に対して、良好な初期流動性(練り上がり性)、粘性低減効果、流動保持性を付与できる水硬性組成物用混和剤を提供することである。   The object of the present invention is to provide good initial fluidity (kneading property), viscosity reduction effect, fluidity retention for hydraulic compositions using hydraulic powders that are belite cements such as moderately heated cement. It is providing the admixture for hydraulic compositions which can provide.

本発明は、下記(1)〜(3)の化合物を含有し、化合物(1)〜(3)の合計における化合物(1)の割合が30〜90重量%、化合物(2)の割合が5〜30重量%、化合物(3)の割合が5〜60重量%である、水硬性組成物用混和剤に関する。
<化合物(1)>
下記一般式(A)で示されるアルケニルエーテル誘導体と、マレイン酸との共重合体またはその塩
1(AO)n12 (A)
(式中、R1は炭素数2〜4のアルケニル基、AOは炭素数2〜3のオキシアルキレン基、n1はAOの平均付加モル数であり、2〜90の数、R2は炭素数1〜3のアルキル基を表す。)
<化合物(2)>
下記一般式(B)で表される単量体(b)と、下記一般式(C1)および(C2)で表される化合物から選ばれる1種以上の単量体(c)とを、(c)/(b)=70/30〜95/5のモル比で共重合して得られる共重合体。
The present invention contains the following compounds (1) to (3), the proportion of compound (1) in the total of compounds (1) to (3) is 30 to 90% by weight, and the proportion of compound (2) is 5 It is related with the admixture for hydraulic compositions whose -30 weight% and the ratio of a compound (3) are 5-60 weight%.
<Compound (1)>
Copolymer or salt thereof of alkenyl ether derivative represented by the following general formula (A) and maleic acid R 1 (AO) n1 R 2 (A)
(In the formula, R 1 is an alkenyl group having 2 to 4 carbon atoms, AO is an oxyalkylene group having 2 to 3 carbon atoms, n1 is an average added mole number of AO, 2 to 90, and R 2 is carbon number. 1 to 3 alkyl groups)
<Compound (2)>
A monomer (b) represented by the following general formula (B) and one or more monomers (c) selected from the compounds represented by the following general formulas (C1) and (C2): c) / (b) = a copolymer obtained by copolymerization at a molar ratio of 70/30 to 95/5.

Figure 2009155173
Figure 2009155173

(式中、R3、R4は、水素原子又はメチル基、m1は0〜2の数、AOは炭素数2〜3のオキシアルキレン基、n2は100〜300の数、Xは水素原子又は炭素数1〜3のアルキル基を表す。) Wherein R 3 and R 4 are a hydrogen atom or a methyl group, m1 is a number from 0 to 2, AO is a oxyalkylene group having 2 to 3 carbon atoms, n2 is a number from 100 to 300, and X is a hydrogen atom or Represents an alkyl group having 1 to 3 carbon atoms.)

Figure 2009155173
Figure 2009155173

(式中、R5〜R7は、それぞれ水素原子、メチル基または、(CH2m2COOM2、R8は水素原子又はメチル基、M1、M2、Yは、それぞれ水素原子又は陽イオン、m2は0〜2の数を表す。)
<化合物(3)>
下記一般式(D)で表される単量体(d)と、前記一般式(C1)および(C2)で表される化合物から選ばれる1種以上の単量体(c)とを、(c)/(d)=60/40〜90/10のモル比で共重合して得られる共重合体。
(Wherein R 5 to R 7 are each a hydrogen atom, a methyl group, or (CH 2 ) m2 COOM 2 , R 8 is a hydrogen atom or a methyl group, and M 1 , M 2 , and Y are a hydrogen atom or a positive atom, respectively. Ion, m2 represents the number of 0-2.)
<Compound (3)>
A monomer (d) represented by the following general formula (D), and one or more monomers (c) selected from the compounds represented by the general formulas (C1) and (C2), c) / (d) = a copolymer obtained by copolymerization at a molar ratio of 60/40 to 90/10.

Figure 2009155173
Figure 2009155173

(式中、R9、R10は、それぞれ水素原子又はメチル基、m3は0〜2の数、AOは炭素数2〜3のオキシアルキレン基、n3は2〜90の数、Xは水素原子又は炭素数1〜3のアルキル基を表す。) (Wherein R 9 and R 10 are each a hydrogen atom or a methyl group, m3 is a number from 0 to 2, AO is an oxyalkylene group having 2 to 3 carbon atoms, n3 is a number from 2 to 90, and X is a hydrogen atom. Or represents a C1-C3 alkyl group.)

また、本発明は、下記(1)〜(3)の化合物を混合して得られ、化合物(1)〜(3)の合計における化合物(1)の割合が30〜90重量%、化合物(2)の割合が5〜30重量%、化合物(3)の割合が5〜60重量%である、水硬性組成物用混和剤に関する。
<化合物(1)>
下記一般式(A)で示されるアルケニルエーテル誘導体と、マレイン酸との共重合体またはその塩
1(AO)n12 (A)
(式中、R1は炭素数2〜4のアルケニル基、AOは炭素数2〜3のオキシアルキレン基、n1はAOの平均付加モル数であり、2〜90の数、R2は炭素数1〜3のアルキル基を表す。)
<化合物(2)>
下記一般式(B)で表される単量体(b)と、下記一般式(C1)および(C2)で表される化合物から選ばれる1種以上の単量体(c)とを、(c)/(b)=70/30〜95/5のモル比で共重合して得られる共重合体。
In addition, the present invention is obtained by mixing the following compounds (1) to (3), the ratio of the compound (1) in the total of the compounds (1) to (3) is 30 to 90% by weight, the compound (2 ) Is 5 to 30% by weight, and the proportion of compound (3) is 5 to 60% by weight.
<Compound (1)>
Copolymer or salt thereof of alkenyl ether derivative represented by the following general formula (A) and maleic acid R 1 (AO) n1 R 2 (A)
(In the formula, R 1 is an alkenyl group having 2 to 4 carbon atoms, AO is an oxyalkylene group having 2 to 3 carbon atoms, n1 is an average added mole number of AO, 2 to 90, and R 2 is carbon number. 1 to 3 alkyl groups)
<Compound (2)>
A monomer (b) represented by the following general formula (B) and one or more monomers (c) selected from the compounds represented by the following general formulas (C1) and (C2): c) / (b) = a copolymer obtained by copolymerization at a molar ratio of 70/30 to 95/5.

Figure 2009155173
Figure 2009155173

(式中、R3、R4は、水素原子又はメチル基、m1は0〜2の数、AOは炭素数2〜3のオキシアルキレン基、n2はAOの平均付加モル数であり、100〜300の数、Xは水素原子又は炭素数1〜3のアルキル基を表す。) (Wherein R 3 and R 4 are a hydrogen atom or a methyl group, m1 is a number of 0 to 2, AO is an oxyalkylene group having 2 to 3 carbon atoms, and n2 is an average added mole number of AO; 300 number, X represents a hydrogen atom or an alkyl group having 1 to 3 carbon atoms.)

Figure 2009155173
Figure 2009155173

(式中、R5〜R7は、それぞれ水素原子、メチル基または、(CH2m2COOM2、R8は水素原子又はメチル基、M1、M2、Yは、それぞれ水素原子又は陽イオン、m2は0〜2の数を表す。)
<化合物(3)>
下記一般式(D)で表される単量体(d)と、前記一般式(C1)および(C2)で表される化合物から選ばれる1種以上の単量体(c)とを、(c)/(d)=60/40〜90/10のモル比で共重合して得られる共重合体。
(Wherein R 5 to R 7 are each a hydrogen atom, a methyl group, or (CH 2 ) m2 COOM 2 , R 8 is a hydrogen atom or a methyl group, and M 1 , M 2 , and Y are a hydrogen atom or a positive atom, respectively. Ion, m2 represents the number of 0-2.)
<Compound (3)>
A monomer (d) represented by the following general formula (D), and one or more monomers (c) selected from the compounds represented by the general formulas (C1) and (C2), c) / (d) = a copolymer obtained by copolymerization at a molar ratio of 60/40 to 90/10.

Figure 2009155173
Figure 2009155173

(式中、R9、R10は、それぞれ水素原子又はメチル基、m3は0〜2の数、AOは炭素数2〜3のオキシアルキレン基、n3はAOの平均付加モル数であり、2〜90の数、Xは水素原子又は炭素数1〜3のアルキル基を表す。) (In the formula, R 9 and R 10 are each a hydrogen atom or a methyl group, m3 is a number of 0 to 2, AO is an oxyalkylene group having 2 to 3 carbon atoms, and n3 is an average added mole number of AO. The number of -90, X represents a hydrogen atom or a C1-C3 alkyl group.)

また、本発明は、上記本発明の水硬性組成物用混和剤と、水硬性粉体とを含有する水硬性組成物に関する。   The present invention also relates to a hydraulic composition containing the admixture for hydraulic composition of the present invention and a hydraulic powder.

本発明によれば、水硬性組成物に対して、良好な初期流動性(練り上がり性)、粘性低減効果及び流動保持性を付与できる水硬性組成物用混和剤が提供される。本発明の水硬性組成物用混和剤は、種々の水硬性粉体、例えば、普通ポルトランドセメント、中庸熱ポルトランドセメント、低熱ポルトランドセメント、早強ポルトランドセメント等を用いた水硬性組成物に対して前記の優れた効果を奏することができ、なかでも、ビーライト系セメント(ビーライト成分の多いセメント)、更には中庸熱ポルトランドセメント、低熱ポルトランドセメントでは効果の向上が大きい。   ADVANTAGE OF THE INVENTION According to this invention, the admixture for hydraulic compositions which can provide favorable initial fluidity | liquidity (kneading property), a viscosity reduction effect, and fluidity retention with respect to a hydraulic composition is provided. The admixture for a hydraulic composition of the present invention is the above-described hydraulic composition using various hydraulic powders, for example, ordinary Portland cement, medium heat Portland cement, low heat Portland cement, early strength Portland cement and the like. In particular, belite-based cement (cement having a lot of belite components), medium-heated Portland cement, and low-heat Portland cement greatly improve the effect.

<化合物(1)>
本発明の化合物(1)を構成するアルケニルエーテル誘導体の一般式(A)に於いて、R1で示される炭素数2〜4のアルケニル基として好ましくは、ビニル基、アリル基、メタリル基等であるが、アリル基が汎用的でありより好ましい。AOは、オキシエチレン基及び/又はオキシプロピレン基であり、付加形態は単独、ランダム、ブロック又は交互のいずれでもよい。好ましくはオキシエチレン基である。R2は炭素数1〜3のアルキル基であり、メチル基、エチル基、プロピル基等が挙げられる。メチル基が好ましい。
<Compound (1)>
In the general formula (A) of the alkenyl ether derivative constituting the compound (1) of the present invention, the alkenyl group having 2 to 4 carbon atoms represented by R 1 is preferably a vinyl group, an allyl group, a methallyl group, or the like. However, an allyl group is more general and more preferable. AO is an oxyethylene group and / or an oxypropylene group, and the addition form may be single, random, block, or alternating. An oxyethylene group is preferred. R 2 is an alkyl group having 1 to 3 carbon atoms, and examples thereof include a methyl group, an ethyl group, and a propyl group. A methyl group is preferred.

アルキレンオキシドの平均付加モル数n1は、2〜90の範囲であり、フレッシュコンクリートの流動性付与と低粘性付与の観点から、10〜70が好ましく、10〜50が更に好ましい。   The average added mole number n1 of alkylene oxide is in the range of 2 to 90, and is preferably 10 to 70, more preferably 10 to 50, from the viewpoint of imparting fluidity and imparting low viscosity to fresh concrete.

本発明の化合物(1)は、これら一般式(A)で表される単量体とマレイン酸との共重合体、好ましくはモル比が、一般式(A)の単量体/マレイン酸=25/75〜50/50である共重合体又はその塩である。マレイン酸は無水物であってもよい。かかる化合物(1)の製造方法としては、特開平2−163108号、特開平5−345647号記載の方法が挙げられる。   The compound (1) of the present invention is a copolymer of the monomer represented by the general formula (A) and maleic acid, preferably the molar ratio of the monomer of the general formula (A) / maleic acid = It is a copolymer or its salt which is 25 / 75-50 / 50. Maleic acid may be an anhydride. Examples of the method for producing the compound (1) include methods described in JP-A-2-163108 and JP-A-5-345647.

また、化合物(1)の好ましい重量平均分子量は、フレッシュコンクリートの安定した流動性付与の観点から、3000〜30万、更には5000〜10万である。   Moreover, the preferable weight average molecular weight of a compound (1) is 3000-300,000, Furthermore, 5000-100,000 from a viewpoint of the stable fluidity | liquidity provision of fresh concrete.

化合物(1)の一例として、マリアリムEKM、マリアリムAKM(日本油脂社製)やスーパー200(電気化学社製)が挙げられる。   Examples of the compound (1) include Marialim EKM, Marialim AKM (manufactured by NOF Corporation) and Super 200 (manufactured by Electrochemical Co., Ltd.).

<化合物(2)>
本発明の化合物(2)は、炭素数2〜3のアルキレンオキシドを平均付加モル数で100〜300モル付加した前記一般式(B)で表される単量体(b)と、前記一般式(C1)及び/又は(C2)、好ましくは一般式(C1)で表される単量体(c)とを、(c)/(b)=70/30〜95/5のモル比で共重合して得られる。フレッシュコンクリートの安定した初期流動性付与の観点から、単量体(b)におけるアルキレンオキシドの平均付加モル数n2は100〜300の範囲であり、100〜250が好ましく、100〜200が更に好ましく、100〜150がより更に好ましい。なお、化合物(2)を得るための単量体において、n2が異なる複数の単量体(b)を用いる場合は、全単量体(b)のn2の平均値が100〜300の範囲にあるように組成を調整する。例えば、2種の単量体(b)を用いる場合、一方はn2=100〜290、他方はn2’=100〜300で、n2≠n2’かつn2’≧n2+10であることが好ましく、n2’≧n2+30であることがより好ましく、n2’≧n2+50であることがより更に好ましい。更に、本発明の効果を損なわない範囲で、n2が100未満の単量体を併用することもできる。
<Compound (2)>
The compound (2) of the present invention includes a monomer (b) represented by the general formula (B) obtained by adding 100 to 300 moles of an average number of moles of an alkylene oxide having 2 to 3 carbon atoms, and the general formula (C1) and / or (C2), preferably the monomer (c) represented by the general formula (C1), in a molar ratio of (c) / (b) = 70/30 to 95/5 Obtained by polymerization. From the viewpoint of imparting stable initial fluidity of fresh concrete, the average added mole number n2 of alkylene oxide in the monomer (b) is in the range of 100 to 300, preferably 100 to 250, more preferably 100 to 200, 100-150 is still more preferable. In addition, in the monomer for obtaining a compound (2), when using several monomer (b) from which n2 differs, the average value of n2 of all the monomers (b) is in the range of 100-300. Adjust the composition to be. For example, when two types of monomers (b) are used, one is n2 = 100 to 290, the other is n2 ′ = 100 to 300, preferably n2 ≠ n2 ′ and n2 ′ ≧ n2 + 10, and n2 ′ It is more preferable that ≧ n2 + 30, and it is even more preferable that n2 ′ ≧ n2 + 50. Furthermore, a monomer having n2 of less than 100 may be used in combination as long as the effects of the present invention are not impaired.

一般式(B)で表される単量体(b)としては、メトキシポリエチレングリコール、メトキシポリプロピレングリコール、エトキシポリエチレンポリプロピレングリコール等の片末端アルキル基封鎖ポリアルキレングリコールと(メタ)アクリル酸とのエステル化物や、(メタ)アクリル酸へのEO、PO付加物が好ましく用いられる。付加形態は単独、ランダム、ブロック又は交互のいずれでもよい。より好ましくはメトキシポリエチレングリコールと(メタ)アクリル酸とのエステル化物であり、エチレンオキシド平均付加モル数が100〜200のメトキシポリエチレングリコールとメタクリル酸とのエステル化物が更に好ましい。   As the monomer (b) represented by the general formula (B), an esterified product of a polyalkylene glycol having a one-end alkyl group blocked such as methoxypolyethylene glycol, methoxypolypropylene glycol or ethoxypolyethylenepolypropyleneglycol and (meth) acrylic acid Also, EO and PO adducts to (meth) acrylic acid are preferably used. The additional form may be single, random, block, or alternating. More preferably, it is an esterified product of methoxypolyethylene glycol and (meth) acrylic acid, and an esterified product of methoxypolyethylene glycol and methacrylic acid having an average added mole number of ethylene oxide of 100 to 200 is more preferable.

一般式(C1)で示される単量体としては、アクリル酸、メタクリル酸、クロトン酸等の不飽和モノカルボン酸系単量体、無水マレイン酸、マレイン酸、無水イタコン酸、イタコン酸、フマル酸等の不飽和ジカルボン酸系単量体、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、水酸基が置換されていてもよいモノ、ジ、トリアルキルアンモニウム塩が好ましく、より好ましくはアクリル酸、メタクリル酸及びこれらのアルカリ金属塩である。   Examples of the monomer represented by the general formula (C1) include unsaturated monocarboxylic acid monomers such as acrylic acid, methacrylic acid, and crotonic acid, maleic anhydride, maleic acid, itaconic anhydride, itaconic acid, and fumaric acid. Unsaturated dicarboxylic acid monomers such as these, or alkali metal salts, alkaline earth metal salts, ammonium salts, mono-, di-, or trialkylammonium salts in which a hydroxyl group may be substituted are preferred, and acrylics are more preferred. Acid, methacrylic acid and alkali metal salts thereof.

一般式(C2)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、水酸基が置換されていてもよいモノ、ジ、トリアルキルアンモニウム塩が使用される。   Examples of the monomer represented by the general formula (C2) include allyl sulfonic acid, methallyl sulfonic acid, or an alkali metal salt, an alkaline earth metal salt, an ammonium salt, or a mono or di group in which a hydroxyl group may be substituted. Trialkylammonium salts are used.

好ましくは、化合物(2)は、前記一般式(B)で表される単量体(b)と、一般式(C1)及び(C2)で表される単量体の1種以上(c)とを合わせて50重量%以上、更には80〜100重量%以上、より更には100重量%含有する単量体混合物を重合して得られる。   Preferably, the compound (2) is a monomer (b) represented by the general formula (B) and one or more monomers (c) represented by the general formulas (C1) and (C2). And a monomer mixture containing 50% by weight or more, more preferably 80 to 100% by weight or more, and even more preferably 100% by weight.

化合物(2)を構成する一般式(B)の単量体(b)と、一般式(C1)及び/又は一般式(C2)の単量体(c)は、(c)/(b)=70/30〜95/5のモル比で共重合され、フレッシュコンクリートの安定した初期流動性付与の観点から、(c)/(b)で、好ましくは75/25〜95/5、より好ましくは80/20〜95/5、より更に好ましくは85/15〜95/5のモル比で共重合される。   The monomer (b) of the general formula (B) constituting the compound (2) and the monomer (c) of the general formula (C1) and / or the general formula (C2) are (c) / (b) = (C) / (b), preferably 75/25 to 95/5, more preferably copolymerized at a molar ratio of 70/30 to 95/5, from the viewpoint of imparting stable initial fluidity of fresh concrete. Is copolymerized at a molar ratio of 80/20 to 95/5, more preferably 85/15 to 95/5.

化合物(2)の重量平均分子量は、フレッシュコンクリートの安定した初期流動性付与の観点から、5000〜500000の範囲が良く、20000〜100000、更に30000〜85000の範囲が、フレッシュコンクリートの初期流動性付与効果により優れる。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法(標準物質ポリスチレンスルホン酸ナトリウム換算)による。   The weight average molecular weight of the compound (2) is preferably in the range of 5,000 to 500,000 from the viewpoint of imparting stable initial fluidity of fresh concrete, and in the range of 20,000 to 100,000, and more preferably in the range of 30,000 to 85,000, imparting initial fluidity of fresh concrete. Excellent effect. The weight average molecular weight is determined by gel permeation chromatography (in terms of standard substance sodium polystyrene sulfonate).

化合物(2)は公知の方法で製造できる。例えば、特開平7−223852号公報、特開平4−209737号公報、特開昭58−74552号公報の溶液重合法が挙げられ、水や炭素数1〜4の低級アルコール中、過硫酸アンモニウム、過酸化水素等の重合開始剤存在下、必要なら亜硫酸水素ナトリウムやメルカプトエタノール等を添加し、50〜100℃で0.5〜10時間反応させればよい。   Compound (2) can be produced by a known method. Examples thereof include solution polymerization methods described in JP-A-7-223852, JP-A-4-209737, and JP-A-58-74552. In water and lower alcohols having 1 to 4 carbon atoms, ammonium persulfate, In the presence of a polymerization initiator such as hydrogen oxide, sodium bisulfite, mercaptoethanol or the like may be added if necessary and reacted at 50 to 100 ° C. for 0.5 to 10 hours.

化合物(2)の原料として他の共重合可能なモノマーを併用でき、具体的には、アクリロニトリル、(メタ)アクリル酸アルキル(炭素数1〜12)エステル、(メタ)アクリルアミド、スチレン、スチレンスルホン酸等が挙げられる。   Other copolymerizable monomers can be used in combination as a raw material for the compound (2). Specifically, acrylonitrile, alkyl (meth) acrylate (C1-12) ester, (meth) acrylamide, styrene, styrene sulfonic acid Etc.

<化合物(3)>
本発明の化合物(3)共重合体(ロ)は、炭素数2〜3のアルキレンオキシドを平均付加モル数で2〜90モル付加した前記一般式(D)で表される単量体(d)と、前記一般式(C1)及び/又は(C2)、好ましくは一般式(C1)で表される単量体(c)とを、(c)/(d)=60/40〜90/10のモル比で共重合して得られる。フレッシュコンクリートの安定した流動性付与と流動保持性付与の観点から、単量体(b)におけるアルキレンオキシドの平均付加モル数n3は2〜90の範囲であり、5〜70が好ましく、5〜50が更に好ましく、5〜40がより更に好ましい。なお、化合物(3)を得るための単量体混合物において、n3が異なる複数の単量体(d)を用いる場合は、全単量体(d)のn3の平均値が2〜90の範囲にあるように組成を調整する。例えば、2種の単量体(d)を用いる場合、一方はn3=2〜87、他方はn3’=2〜90で、n3≠n3’かつn3’≧n3+3であることが好ましく、n3’≧n3+5であることがより好ましく、n3’≧n3+10であることがより更に好ましい。更に、本発明の効果を損なわない範囲で、n3が90を超える単量体を併用することもできる。
<Compound (3)>
The compound (3) copolymer (b) of the present invention comprises a monomer (d) represented by the above general formula (D) in which an alkylene oxide having 2 to 3 carbon atoms is added in an average addition mole number of 2 to 90 moles. ) And the monomer (c) represented by the general formula (C1) and / or (C2), preferably the general formula (C1), (c) / (d) = 60/40 to 90 / It is obtained by copolymerization at a molar ratio of 10. From the viewpoint of imparting stable fluidity and fluidity retention of fresh concrete, the average added mole number n3 of alkylene oxide in the monomer (b) is in the range of 2 to 90, preferably 5 to 70, and 5 to 50. Is more preferable, and 5 to 40 is even more preferable. In the monomer mixture for obtaining the compound (3), when a plurality of monomers (d) having different n3 are used, the average value of n3 of all the monomers (d) is in the range of 2 to 90. The composition is adjusted to For example, when two types of monomers (d) are used, one is n3 = 2 to 87, the other is n3 ′ = 2 to 90, preferably n3 ≠ n3 ′ and n3 ′ ≧ n3 + 3, and n3 ′ ≧ n3 + 5 is more preferable, and n3 ′ ≧ n3 + 10 is still more preferable. Furthermore, a monomer having n3 exceeding 90 can be used in combination as long as the effects of the present invention are not impaired.

一般式(D)で表される単量体(d)としては、メトキシポリエチレングリコール、メトキシポリプロピレングリコール、エトキシポリエチレンポリプロピレングリコール等の片末端アルキル基封鎖ポリアルキレングリコールと(メタ)アクリル酸とのエステル化物や、(メタ)アクリル酸へのEO、PO付加物が好ましく用いられる。付加形態は単独、ランダム、ブロック又は交互のいずれでもよい。より好ましくはメトキシポリエチレングリコールと(メタ)アクリル酸とのエステル化物であり、EO平均付加モル数が2〜90のメトキシポリエチレングリコールとメタクリル酸とのエステル化物が更に好ましい。   As the monomer (d) represented by the general formula (D), an esterified product of a polyalkylene glycol having a single-end alkyl group blocked such as methoxypolyethylene glycol, methoxypolypropylene glycol or ethoxypolyethylenepolypropyleneglycol and (meth) acrylic acid Also, EO and PO adducts to (meth) acrylic acid are preferably used. The additional form may be single, random, block, or alternating. More preferably, it is an esterified product of methoxypolyethylene glycol and (meth) acrylic acid, and an esterified product of methoxypolyethylene glycol and methacrylic acid having an EO average addition mole number of 2 to 90 is still more preferable.

一般式(C1)で示される単量体及び一般式(C2)で示される単量体としては、前記化合物(2)で挙げたものが使用できる。   As the monomer represented by the general formula (C1) and the monomer represented by the general formula (C2), those mentioned in the compound (2) can be used.

好ましくは、化合物(3)は、前記一般式(D)で表される単量体(d)と、一般式(C1)及び(C2)で表される単量体の1種以上(c)とを合わせて50重量%以上、更には80〜100重量%以上、より更に100重量%含有する単量体混合物を重合して得られる。   Preferably, the compound (3) is a monomer (d) represented by the general formula (D) and one or more monomers (c) represented by the general formulas (C1) and (C2). And a monomer mixture containing 50 wt% or more, further 80 to 100 wt% or more, and further 100 wt%.

化合物(3)を構成する一般式(D)の単量体(d)と、一般式(C1)及び/又は一般式(C2)の単量体(c)は、(c)/(d)=60/40〜90/10のモル比で共重合され、フレッシュコンクリートの安定した流動保持性付与の観点から、(c)/(d)で、好ましくは65/35〜90/10、より好ましくは65/35〜85/15、より更に好ましくは65/35〜80/20のモル比で共重合される。   The monomer (d) of the general formula (D) constituting the compound (3) and the monomer (c) of the general formula (C1) and / or the general formula (C2) are (c) / (d) From the viewpoint of imparting stable fluidity retention of fresh concrete which is copolymerized at a molar ratio of 60/40 to 90/10, (c) / (d), preferably 65/35 to 90/10, more preferably Is copolymerized in a molar ratio of 65/35 to 85/15, more preferably 65/35 to 80/20.

化合物(3)の重量平均分子量は、フレッシュコンクリートの流動性の点より5000〜500000の範囲が良く、20000〜100000、更に30000〜85000の範囲がフレッシュコンクリートの流動性により更に優れる。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法(標準物質ポリスチレンスルホン酸ナトリウム換算)による。   The weight average molecular weight of the compound (3) is preferably in the range of 5,000 to 500,000 from the viewpoint of the fluidity of fresh concrete, and in the range of 20,000 to 100,000 and further in the range of 30,000 to 85,000 is more excellent due to the fluidity of fresh concrete. The weight average molecular weight is determined by gel permeation chromatography (in terms of standard substance sodium polystyrene sulfonate).

化合物(3)は公知の方法で製造できる。例えば、特開平7−223852号公報、特開平4−209737号公報、特開昭58−74552号公報の溶液重合法が挙げられ、水や炭素数1〜4の低級アルコール中、過硫酸アンモニウム、過酸化水素等の重合開始剤存在下、必要なら亜硫酸水素ナトリウムやメルカプトエタノール等を添加し、50〜100℃で0.5〜10時間反応させればよい。   Compound (3) can be produced by a known method. Examples thereof include solution polymerization methods described in JP-A-7-223852, JP-A-4-209737, and JP-A-58-74552. In water and lower alcohols having 1 to 4 carbon atoms, ammonium persulfate, In the presence of a polymerization initiator such as hydrogen oxide, sodium bisulfite, mercaptoethanol or the like may be added if necessary and reacted at 50 to 100 ° C. for 0.5 to 10 hours.

化合物(3)の原料として他の共重合可能なモノマーを併用でき、具体的には、アクリロニトリル、(メタ)アクリル酸アルキル(炭素数1〜12)エステル、(メタ)アクリルアミド、スチレン、スチレンスルホン酸等が挙げられる。   As a raw material for the compound (3), other copolymerizable monomers can be used in combination. Specifically, acrylonitrile, alkyl (meth) acrylate (1 to 12 carbon atoms) ester, (meth) acrylamide, styrene, styrene sulfonic acid Etc.

<水硬性組成物用混和剤>
本発明の水硬性組成物用混和剤は、化合物(1)〜(3)の合計における化合物(1)の割合が30〜90重量%、化合物(2)の割合が5〜30重量%、化合物(3)の割合が5〜60重量%である(3者の合計は100重量%)。かかる比率において、化合物(1)の割合が好ましくは40〜90重量%、より好ましくは50〜80重量%、更に好ましくは60〜80重量%である。また、かかる比率において、化合物(2)の割合が好ましくは10〜30重量%、より好ましくは10〜25重量%、更に好ましくは10〜20重量%である。また、かかる比率において、化合物(3)の割合が好ましくは10〜50重量%、より好ましくは10〜40重量%、更に好ましくは10〜30重量%である。なお、本発明の水硬性組成物用混和剤は、化合物(1)〜(3)を、上記の割合で混合して得ることができ、従って、上記の割合は製造時のものであってもよい。
<Admixture for hydraulic composition>
In the admixture for hydraulic composition of the present invention, the ratio of the compound (1) in the total of the compounds (1) to (3) is 30 to 90% by weight, the ratio of the compound (2) is 5 to 30% by weight, the compound The proportion of (3) is 5 to 60% by weight (the total of the three is 100% by weight). In such a ratio, the ratio of the compound (1) is preferably 40 to 90% by weight, more preferably 50 to 80% by weight, and still more preferably 60 to 80% by weight. Moreover, in this ratio, the ratio of the compound (2) is preferably 10 to 30% by weight, more preferably 10 to 25% by weight, and still more preferably 10 to 20% by weight. Moreover, in this ratio, the ratio of the compound (3) is preferably 10 to 50% by weight, more preferably 10 to 40% by weight, and still more preferably 10 to 30% by weight. The admixture for hydraulic composition of the present invention can be obtained by mixing the compounds (1) to (3) in the above proportions. Good.

本発明の化合物(1)はコンクリート粘性に、また、化合物(2)はフレッシュコンクリートの初期流動性に、また、化合物(3)はフレッシュコンクリートの粘性の上昇や粘性の保持挙動に、それぞれ影響する傾向が強い。しかし、本発明のように化合物(1)〜(3)を所定の割合で組み合わせた場合は、単に各化合物の利点から予測される効果を上回る顕著な効果が得られる。   The compound (1) of the present invention affects the concrete viscosity, the compound (2) affects the initial fluidity of fresh concrete, and the compound (3) affects the increase in viscosity and the viscosity retention behavior of fresh concrete. The tendency is strong. However, when the compounds (1) to (3) are combined at a predetermined ratio as in the present invention, a remarkable effect that exceeds the effect predicted from the advantages of each compound can be obtained.

本発明の水硬性組成物用混和剤は、化合物(1)〜(3)を合計で、有効分の総量中、80〜100重量%、更に90〜100重量%含有することが好ましい。   The admixture for hydraulic composition of the present invention preferably contains the compounds (1) to (3) in a total amount of 80 to 100% by weight, more preferably 90 to 100% by weight, based on the total amount of effective components.

本発明の水硬性組成物用混和剤は、化合物(1)〜(3)を混合して得ることができるが、本発明の化合物(1)〜(3)は、水硬性組成物に対し、予め両者を配合してから添加しても別々に添加してもよく、先に混練水で希釈してから用いてもよい。   The admixture for hydraulic composition of the present invention can be obtained by mixing the compounds (1) to (3), but the compounds (1) to (3) of the present invention are Both may be added after blending in advance or separately, or may be used after first diluted with kneaded water.

また、本発明の水硬性組成物用混和剤は、例えば、化合物(1)を含有する水溶液と化合物(2)を含有する水溶液と化合物(3)を含有する水溶液を混合することで得られる。作業性の観点から、1剤型の液体状であることが好ましい。   Moreover, the admixture for hydraulic compositions of the present invention can be obtained, for example, by mixing an aqueous solution containing the compound (1), an aqueous solution containing the compound (2), and an aqueous solution containing the compound (3). From the viewpoint of workability, a one-component liquid is preferable.

本発明の水硬性組成物用混和剤は、水硬性粉体100重量部に対し、化合物(1)の固形分濃度で0.05〜0.4重量部、更に0.1〜0.3重量部の比率で、また、化合物(2)の固形分濃度で0.01〜0.15重量部、更に0.02〜0.1重量部の比率で、また、化合物(3)の固形分濃度で0.01〜0.3重量部、更に0.02〜0.2重量部の比率で用いられることが、フレッシュコンクリートの良好な初期流動性付与、粘性低減効果及び流動保持性付与の観点から好ましい。   The admixture for hydraulic composition of the present invention is 0.05 to 0.4 parts by weight, more preferably 0.1 to 0.3 parts by weight, based on 100 parts by weight of the hydraulic powder, as the solid content concentration of the compound (1). In a ratio of 0.1 part by weight, and in a solid content concentration of the compound (2) of 0.01 to 0.15 parts by weight, and further in a ratio of 0.02 to 0.1 part by weight, and the solids concentration of the compound (3) 0.01 to 0.3 parts by weight, and more preferably 0.02 to 0.2 parts by weight from the viewpoint of imparting good initial fluidity, viscosity reducing effect and fluidity retention of fresh concrete. preferable.

本発明の水硬性組成物用混和剤は、その他の添加剤(材)を含有することもできる。例えば、樹脂石鹸、飽和もしくは不飽和脂肪酸、ヒドロキシステアリン酸ナトリウム、ラウリルサルフェート、アルキルベンゼンスルホン酸(塩)、アルカンスルホネート、ポリオキシアルキレンアルキル(フェニル)エーテル、ポリオキシアルキレンアルキル(フェニル)エーテル硫酸エステル(塩)、ポリオキシアルキレンアルキル(フェニル)エーテルリン酸エステル(塩)、蛋白質材料、アルケニルコハク酸、α−オレフィンスルホネート等のAE剤;グルコン酸、グルコヘプトン酸、アラボン酸、リンゴ酸、クエン酸等のオキシカルボン酸系、デキストリン、単糖類、オリゴ糖類、多糖類等の糖系、糖アルコール系等の遅延剤;起泡剤;増粘剤;珪砂;AE減水剤;塩化カルシウム、亜硝酸カルシウム、硝酸カルシウム、臭化カルシウム、沃化カルシウム等の可溶性カルシウム塩、塩化鉄、塩化マグネシウム等の塩化物等、硫酸塩、水酸化カリウム、水酸化ナトリウム、炭酸塩、チオ硫酸塩、蟻酸(塩)、アルカノールアミン等の早強剤又は促進剤;発泡剤;樹脂酸(塩)、脂肪酸エステル、油脂、シリコーン、パラフィン、アスファルト、ワックス等の防水剤;高炉スラグ;流動化剤;ジメチルポリシロキサン系、ポリアルキレングリコール脂肪酸エステル系、鉱油系、油脂系、オキシアルキレン系、アルコール系、アミド系等の消泡剤;防泡剤;フライアッシュ;メラミンスルホン酸ホルマリン縮合物系、アミノスルホン酸系、ポリマレイン酸系等の高性能減水剤;シリカヒューム;亜硝酸塩、燐酸塩、酸化亜鉛等の防錆剤;メチルセルロース、ヒドロキシエチルセルロース等のセルロース系、β−1,3−グルカン、キサンタンガム等の天然物系、ポリアクリル酸アミド、ポリエチレングリコール、オレイルアルコールのEO付加物もしくはこれとビニルシクロヘキセンジエポキシドとの反応物等の合成系等の水溶性高分子;(メタ)アクリル酸アルキル等の高分子エマルジョンが挙げられる。   The admixture for hydraulic composition of the present invention can also contain other additives (materials). For example, resin soap, saturated or unsaturated fatty acid, sodium hydroxystearate, lauryl sulfate, alkylbenzene sulfonic acid (salt), alkane sulfonate, polyoxyalkylene alkyl (phenyl) ether, polyoxyalkylene alkyl (phenyl) ether sulfate (salt) ), Polyoxyalkylene alkyl (phenyl) ether phosphates (salts), protein materials, AE agents such as alkenyl succinic acid and α-olefin sulfonate; oxy such as gluconic acid, glucoheptonic acid, alabonic acid, malic acid, citric acid Delayers such as carboxylic acids, dextrins, monosaccharides, oligosaccharides, polysaccharides, etc .; foaming agents; thickeners; silica sand; AE water reducing agents; calcium chloride, calcium nitrite, calcium nitrate , Cal bromide Soluble calcium salts such as um, calcium iodide, chlorides such as iron chloride and magnesium chloride, sulfates, potassium hydroxide, sodium hydroxide, carbonates, thiosulfates, formic acid (salts), alkanolamines, etc. Strong agent or accelerator; foaming agent; waterproofing agent such as resin acid (salt), fatty acid ester, oil, fat, silicone, paraffin, asphalt, wax; blast furnace slag; fluidizing agent; dimethylpolysiloxane series, polyalkylene glycol fatty acid ester series Anti-foaming agents such as mineral oils, fats and oils, oxyalkylenes, alcohols, amides, etc .; antifoaming agents; fly ash; melamine sulfonic acid formalin condensates, aminosulfonic acids, polymaleic acid, etc. Agent: Silica fume; Anticorrosive agent such as nitrite, phosphate, zinc oxide; Methyl cellulose, Hydroxyethyl cell Cellulose series such as loose, natural products such as β-1,3-glucan, xanthan gum, synthetic system such as polyacrylic acid amide, polyethylene glycol, EO adduct of oleyl alcohol, or a reaction product of this with vinylcyclohexene diepoxide And water-soluble polymers such as alkyl emulsions such as alkyl (meth) acrylates.

本発明の水硬性組成物用混和剤の対象となる水硬性組成物に使用される水硬性粉体とは、水和反応により硬化する物性を有する粉体のことであり、セメント、石膏等が挙げられる。好ましくは普通ポルトランドセメント、中庸熱ポルトランドセメントセメント、低熱ポルトランドセメント、早強ポルトランドセメントセメント、超早強ポルトランドセメントセメント、耐硫酸ポルトランドセメントセメント等のセメントであり、またこれらに高炉スラグ、フライアッシュ、シリカフューム、石粉(炭酸カルシウム粉末)等が添加されたものでもよい。なお、これらの粉体に骨材として、砂、砂及び砂利が添加されて最終的に得られる水硬性組成物が、一般にそれぞれモルタル、コンクリートなどと呼ばれている。本発明の水硬性組成物用混和剤は、生コンクリート、コンクリート振動製品分野の外、セルフレベリング用、耐火物用、プラスター用、石膏スラリー用、軽量又は重量コンクリート用、AE用、補修用、プレパックド用、トレーミー用、グラウト用、地盤改良用、寒中用等の種々のコンクリートの何れの分野においても有用である。本発明の水硬性組成物用混和剤は、ビーライト系セメント(中庸熱ポルトランドセメント、低熱ポルトランドセメントのようにビーライト成分の多いセメント)、更に中庸熱ポルトランドセメントにおいて、効果の向上がより大きい。本発明の水硬性組成物用混和剤は、ビーライト系セメント、更に中庸熱ポルトランドセメントに好適に用いられる。   The hydraulic powder used in the hydraulic composition that is the target of the admixture for the hydraulic composition of the present invention is a powder having physical properties that is cured by a hydration reaction, such as cement and gypsum. Can be mentioned. Preferred are ordinary portland cement, moderately hot portland cement cement, low heat portland cement, early strong portland cement cement, super early strong portland cement cement, sulfate resistant portland cement cement, etc., and blast furnace slag, fly ash, silica fume. , Stone powder (calcium carbonate powder) or the like may be added. In addition, the hydraulic composition finally obtained by adding sand, sand and gravel as aggregates to these powders is generally called mortar and concrete, respectively. The admixture for hydraulic composition of the present invention is not only for ready-mixed concrete and concrete vibration products, but also for self-leveling, for refractories, for plaster, for gypsum slurry, for lightweight or heavy concrete, for AE, for repair, and pre-packed. It is useful in any field of various concrete, such as for use in the field, for use in tromy, for grout, for ground improvement, and for cold use. The admixture for a hydraulic composition of the present invention has a greater improvement in the effect of belite cement (a medium-heated Portland cement, a cement having a large amount of belite components such as low-heat Portland cement) and a medium-heated Portland cement. The admixture for hydraulic composition of the present invention is suitably used for belite cement and further moderately heated Portland cement.

該水硬性組成物は、水/水硬性粉体比〔スラリー中の水と水硬性粉体の重量百分率(重量%)、通常W/Pと略記されるが、粉体がセメントの場合、W/Cと略記される。〕65重量%以下、更に10〜60重量%、更に12〜57重量%、更に15〜55重量%、より更に20〜55重量%とすることができる。なかでも、40重量%以下のような高粉体配合においても本発明の水硬性組成物用混和剤の効果は顕著に奏される。ビーライト系セメントは石膏の半水化率の変動が大きいものであるが、本発明では、化合物(1)〜(3)の配合比率を特定の範囲とすることで、半水石膏による擬凝結の影響が少なくなることから、フレッシュコンクリートの良好な初期流動性、粘性低減効果及び流動保持性が得られるもの推定される。   The hydraulic composition has a water / hydraulic powder ratio [weight percentage (% by weight) of water and hydraulic powder in the slurry, usually abbreviated as W / P. Abbreviated as / C. ] 65% by weight or less, further 10 to 60% by weight, further 12 to 57% by weight, further 15 to 55% by weight, and further 20 to 55% by weight. Especially, the effect of the admixture for hydraulic compositions of the present invention is remarkably exhibited even in a high powder blend of 40% by weight or less. Belite cement has a large variation in gypsum hemihydrate conversion rate, but in the present invention, by setting the compounding ratio of compounds (1) to (3) within a specific range, pseudo-condensation with hemihydrate gypsum is performed. Therefore, it is presumed that good initial fluidity, viscosity reduction effect and fluidity retention of fresh concrete can be obtained.

<実施例1及び比較例1>
表2に示す化合物(1)、表3に示す化合物(2)、表4に示す化合物(3)を表5のように用いて得られた混和剤について、表1の配合のモルタル試験を行った。結果を表5に示す。評価は、モルタルの練り上がり性、粘度、及び流動保持性を、以下の方法で行った。
<Example 1 and Comparative Example 1>
The admixture obtained by using the compound (1) shown in Table 2, the compound (2) shown in Table 3, and the compound (3) shown in Table 4 as shown in Table 5 was subjected to a mortar test of the composition shown in Table 1. It was. The results are shown in Table 5. The evaluation was performed by the following methods for kneading, viscosity, and fluidity retention of the mortar.

[モルタル試験]
(1)モルタル配合
[Mortar test]
(1) Mortar combination

Figure 2009155173
Figure 2009155173

表1中の使用材料は以下のものである。
W:イオン交換水
C:中庸熱ポルトランドセメント〔太平洋セメント株式会社製中庸熱ポルトランドセメントと住友大阪セメント株式会社製中庸熱ポルトランドセメントの1:1(重量比)混合物〕
S:岐阜県揖斐川産川砂(3.5mm通過品)
The materials used in Table 1 are as follows.
W: ion-exchanged water C: medium heat Portland cement (1: 1 (weight ratio) mixture of medium heat portland cement manufactured by Taiheiyo Cement Co., Ltd. and medium heat portland cement manufactured by Sumitomo Osaka Cement Co., Ltd.)
S: River sand from Yodogawa, Gifu Prefecture (3.5mm passing product)

(2)モルタルの調製
DALTON万能混合撹拌機(5DM-03-R型、(株)三英製作所製)で、表1に示す配合の約1/2量のSを投入し、次いでCを投入、更に残りのSを投入し、低速で空練り25秒後、予め混合しておいた混和剤と水の混合溶液(20重量%混和剤水溶液)を5秒かけて投入し、低速で3分間混練し、5分間静置させ、低速で30秒練り返し、モルタルを調製した。なお、混和剤を構成する化合物(1)〜(3)は、いずれも、有効分濃度20重量%の水溶液として用い、混和剤は有効分20重量%の水溶液として用いた。
(2) Preparation of mortar
In a DALTON universal mixing stirrer (5DM-03-R type, manufactured by Sanei Seisakusho Co., Ltd.), about 1/2 amount of S shown in Table 1 is added, then C is added, and the remaining S is added. After 25 seconds, the mixture of admixture and water mixed in advance (20% by weight aqueous solution of admixture) is added over 5 seconds, kneaded at low speed for 3 minutes, and allowed to stand for 5 minutes. And mortar was prepared by kneading at low speed for 30 seconds. The compounds (1) to (3) constituting the admixture were all used as an aqueous solution having an effective concentration of 20% by weight, and the admixture was used as an aqueous solution having an effective content of 20% by weight.

(3)評価
(3−1)練り上がり性
モルタルの調製時に均一で流動性が得られた時間を目視で判定し、練り上がり時間とした。
(3) Evaluation (3-1) Kneading property The time during which mortar was prepared with a uniform and fluidity was judged visually and used as the kneading time.

(3−2)粘性
調製したモルタルをJIS R 5201のフロー試験に用いるフローコーンに詰め、次に、フローコーンを垂直に持ち上げた後、テーブルに広がったモルタルの最大長さとその直交する方向の長さを測定し、この平均値を「直後のフロー値」とした。モルタルフロー値が240〜260mmとなるように混和剤水溶液の添加量を決定した。調製したモルタル全量を容器(1Lステンレスビーカー:内径120mm)に移し、EYELA製Z−2310(東京理化器械、撹拌棒:高さ50mm、内径5mm×6本/長さ110mm)を用い、50rpmで撹拌し、30秒後のトルク値をモルタルの粘性として評価した。
(3-2) Viscosity The prepared mortar is packed in a flow cone used for the flow test of JIS R 5201, and then the flow cone is lifted vertically, and then the maximum length of the mortar spread on the table and the length in the direction perpendicular thereto. The average value was taken as the “immediate flow value”. The addition amount of the admixture aqueous solution was determined so that the mortar flow value was 240 to 260 mm. Transfer the entire amount of the prepared mortar to a container (1L stainless steel beaker: 120 mm inner diameter), and stir at 50 rpm using Z-2310 manufactured by EYELA (Tokyo Rika Kikai Co., Ltd., stirring rod: height 50 mm, inner diameter 5 mm × 6 pieces / length 110 mm). The torque value after 30 seconds was evaluated as the viscosity of the mortar.

(3−3)流動保持性
粘性の評価で得られた「直後のフロー値」と、直後のフロー値の測定から15分後に再度フロー値を測定し、「15分後のフロー値」とした。下式により求めた流動保持率により流動保持性を評価した。
流動保持率(%)=15分後のフロー値/直後のフロー値×100
(3-3) Flow retention The “flow value immediately after” obtained in the evaluation of the viscosity and the flow value are measured again 15 minutes after the measurement of the flow value immediately after that to obtain “the flow value after 15 minutes”. . The fluid retention was evaluated based on the fluid retention obtained by the following equation.
Flow retention (%) = flow value after 15 minutes / flow value immediately after × 100

Figure 2009155173
Figure 2009155173

Figure 2009155173
Figure 2009155173

Figure 2009155173
Figure 2009155173

Figure 2009155173
Figure 2009155173

表5中、化合物(1)〜(3)の配合比は、化合物(1)〜(3)の合計における各化合物の重量%である。また、混和剤添加量は、セメント100重量部に対する混和剤の20重量%水溶液の重量部である(以下同様)。   In Table 5, the compounding ratio of the compounds (1) to (3) is the weight percent of each compound in the total of the compounds (1) to (3). Further, the amount of admixture added is the weight part of 20% by weight aqueous solution of the admixture with respect to 100 parts by weight of cement (the same applies hereinafter).

<実施例2及び比較例2>
表2の実施例1−14の混和剤(1−3/2−5/3−6=60/20/20、重量比)(混和剤I)と、この組成を1−3/2−5/3−6=20/10/70(重量比)とした比較の混和剤(混和剤II)とを用いて、表2のモルタル配合におけるCを、表6のセメントに変更した場合について、実施例1等と同様の評価を行った。結果を表6に示す。
<Example 2 and Comparative Example 2>
The admixture of Example 1-14 in Table 2 (1-3 / 2-5 / 3-6 = 60/20/20, weight ratio) (Admixture I) and this composition were 1-3 / 2-5. Using the comparative admixture (admixture II) with / 3-6 = 20/10/70 (weight ratio), the C in the mortar formulation of Table 2 was changed to the cement of Table 6. Evaluation similar to Example 1 etc. was performed. The results are shown in Table 6.

Figure 2009155173
Figure 2009155173

表6中のセメントは以下のものである。
・普通ポルトランドセメント:太平洋セメント株式会社製普通ポルトランドセメントと住友大阪セメント株式会社製普通ポルトランドセメントの1:1(重量比)混合物
・中庸熱ポルトランドセメント:太平洋セメント株式会社製中庸熱ポルトランドセメントと住友大阪セメント株式会社製中庸熱ポルトランドセメントの1:1(重量比)混合物
・低熱ポルトランドセメント:太平洋セメント株式会社製低熱ポルトランドセメントと住友大阪セメント株式会社製低熱ポルトランドセメントの1:1(重量比)混合物
・早強ポルトランドセメント:太平洋セメント株式会社製早強ポルトランドセメントと住友大阪セメント株式会社製早強ポルトランドセメントの1:1(重量比)混合物
The cements in Table 6 are as follows.
・ Normal Portland cement: 1: 1 (weight ratio) mixture of ordinary Portland cement manufactured by Taiheiyo Cement Co., Ltd. and ordinary Portland cement manufactured by Sumitomo Osaka Cement Co., Ltd. 1: 1 (weight ratio) mixture of medium heat fever Portland cement manufactured by Cement Co., Ltd. Low heat Portland cement: 1: 1 (weight ratio) mixture of low heat Portland cement manufactured by Taiheiyo Cement Co., Ltd. and low heat Portland cement manufactured by Sumitomo Osaka Cement Co., Ltd. Hayashi Portland Cement: A 1: 1 (weight ratio) mixture of Hayashi Portland Cement, Taiheiyo Cement Co., Ltd. and Sumitomo Osaka Cement Co., Ltd.

Claims (4)

下記(1)〜(3)の化合物を含有し、化合物(1)〜(3)の合計における化合物(1)の割合が30〜90重量%、化合物(2)の割合が5〜30重量%、化合物(3)の割合が5〜60重量%である、水硬性組成物用混和剤。
<化合物(1)>
下記一般式(A)で示されるアルケニルエーテル誘導体と、マレイン酸との共重合体またはその塩
1(AO)n12 (A)
(式中、R1は炭素数2〜4のアルケニル基、AOは炭素数2〜3のオキシアルキレン基、n1はAOの平均付加モル数であり、2〜90の数、R2は炭素数1〜3のアルキル基を表す。)
<化合物(2)>
下記一般式(B)で表される単量体(b)と、下記一般式(C1)および(C2)で表される化合物から選ばれる1種以上の単量体(c)とを、(c)/(b)=70/30〜95/5のモル比で共重合して得られる共重合体。
Figure 2009155173

(式中、R3、R4は、水素原子又はメチル基、m1は0〜2の数、AOは炭素数2〜3のオキシアルキレン基、n2は100〜300の数、Xは水素原子又は炭素数1〜3のアルキル基を表す。)
Figure 2009155173

(式中、R5〜R7は、それぞれ水素原子、メチル基または、(CH2m2COOM2、R8は水素原子又はメチル基、M1、M2、Yは、それぞれ水素原子又は陽イオン、m2は0〜2の数を表す。)
<化合物(3)>
下記一般式(D)で表される単量体(d)と、前記一般式(C1)および(C2)で表される化合物から選ばれる1種以上の単量体(c)とを、(c)/(d)=60/40〜90/10のモル比で共重合して得られる共重合体。
Figure 2009155173

(式中、R9、R10は、それぞれ水素原子又はメチル基、m3は0〜2の数、AOは炭素数2〜3のオキシアルキレン基、n3は2〜90の数、Xは水素原子又は炭素数1〜3のアルキル基を表す。)
The following compounds (1) to (3) are contained, and the ratio of the compound (1) in the total of the compounds (1) to (3) is 30 to 90% by weight, and the ratio of the compound (2) is 5 to 30% by weight. An admixture for hydraulic composition, wherein the proportion of compound (3) is 5 to 60% by weight.
<Compound (1)>
Copolymer or salt thereof of alkenyl ether derivative represented by the following general formula (A) and maleic acid R 1 (AO) n1 R 2 (A)
(In the formula, R 1 is an alkenyl group having 2 to 4 carbon atoms, AO is an oxyalkylene group having 2 to 3 carbon atoms, n1 is an average added mole number of AO, 2 to 90, and R 2 is carbon number. 1 to 3 alkyl groups)
<Compound (2)>
A monomer (b) represented by the following general formula (B) and one or more monomers (c) selected from the compounds represented by the following general formulas (C1) and (C2): c) / (b) = a copolymer obtained by copolymerization at a molar ratio of 70/30 to 95/5.
Figure 2009155173

Wherein R 3 and R 4 are a hydrogen atom or a methyl group, m1 is a number from 0 to 2, AO is a oxyalkylene group having 2 to 3 carbon atoms, n2 is a number from 100 to 300, and X is a hydrogen atom or Represents an alkyl group having 1 to 3 carbon atoms.)
Figure 2009155173

(Wherein R 5 to R 7 are each a hydrogen atom, a methyl group, or (CH 2 ) m2 COOM 2 , R 8 is a hydrogen atom or a methyl group, and M 1 , M 2 , and Y are a hydrogen atom or a positive atom, respectively. Ion, m2 represents the number of 0-2.)
<Compound (3)>
A monomer (d) represented by the following general formula (D), and one or more monomers (c) selected from the compounds represented by the general formulas (C1) and (C2), c) / (d) = a copolymer obtained by copolymerization at a molar ratio of 60/40 to 90/10.
Figure 2009155173

(Wherein R 9 and R 10 are each a hydrogen atom or a methyl group, m3 is a number from 0 to 2, AO is an oxyalkylene group having 2 to 3 carbon atoms, n3 is a number from 2 to 90, and X is a hydrogen atom. Or represents a C1-C3 alkyl group.)
下記(1)〜(3)の化合物を混合して得られ、化合物(1)〜(3)の合計における化合物(1)の割合が30〜90重量%、化合物(2)の割合が5〜30重量%、化合物(3)の割合が5〜60重量%である、水硬性組成物用混和剤。
<化合物(1)>
下記一般式(A)で示されるアルケニルエーテル誘導体と、マレイン酸との共重合体またはその塩
1(AO)n12 (A)
(式中、R1は炭素数2〜4のアルケニル基、AOは炭素数2〜3のオキシアルキレン基、n1はAOの平均付加モル数であり、2〜90の数、R2は炭素数1〜3のアルキル基を表す。)
<化合物(2)>
下記一般式(B)で表される単量体(b)と、下記一般式(C1)および(C2)で表される化合物から選ばれる1種以上の単量体(c)とを、(c)/(b)=70/30〜95/5のモル比で共重合して得られる共重合体。
Figure 2009155173

(式中、R3、R4は、水素原子又はメチル基、m1は0〜2の数、AOは炭素数2〜3のオキシアルキレン基、n2はAOの平均付加モル数であり、100〜300の数、Xは水素原子又は炭素数1〜3のアルキル基を表す。)
Figure 2009155173

(式中、R5〜R7は、それぞれ水素原子、メチル基または、(CH2m2COOM2、R8は水素原子又はメチル基、M1、M2、Yは、それぞれ水素原子又は陽イオン、m2は0〜2の数を表す。)
<化合物(3)>
下記一般式(D)で表される単量体(d)と、前記一般式(C1)および(C2)で表される化合物から選ばれる1種以上の単量体(c)とを、(c)/(d)=60/40〜90/10のモル比で共重合して得られる共重合体。
Figure 2009155173

(式中、R9、R10は、それぞれ水素原子又はメチル基、m3は0〜2の数、AOは炭素数2〜3のオキシアルキレン基、n3はAOの平均付加モル数であり、2〜90の数、Xは水素原子又は炭素数1〜3のアルキル基を表す。)
It is obtained by mixing the following compounds (1) to (3), the proportion of compound (1) in the total of compounds (1) to (3) is 30 to 90% by weight, and the proportion of compound (2) is 5 to 5%. An admixture for hydraulic composition, comprising 30% by weight and the proportion of compound (3) is 5 to 60% by weight.
<Compound (1)>
Copolymer or salt thereof of alkenyl ether derivative represented by the following general formula (A) and maleic acid R 1 (AO) n1 R 2 (A)
(In the formula, R 1 is an alkenyl group having 2 to 4 carbon atoms, AO is an oxyalkylene group having 2 to 3 carbon atoms, n1 is an average added mole number of AO, 2 to 90, and R 2 is carbon number. 1 to 3 alkyl groups)
<Compound (2)>
A monomer (b) represented by the following general formula (B) and one or more monomers (c) selected from the compounds represented by the following general formulas (C1) and (C2): c) / (b) = a copolymer obtained by copolymerization at a molar ratio of 70/30 to 95/5.
Figure 2009155173

(Wherein R 3 and R 4 are a hydrogen atom or a methyl group, m1 is a number of 0 to 2, AO is an oxyalkylene group having 2 to 3 carbon atoms, and n2 is an average added mole number of AO; 300 number, X represents a hydrogen atom or an alkyl group having 1 to 3 carbon atoms.)
Figure 2009155173

(Wherein R 5 to R 7 are each a hydrogen atom, a methyl group, or (CH 2 ) m2 COOM 2 , R 8 is a hydrogen atom or a methyl group, and M 1 , M 2 , and Y are a hydrogen atom or a positive atom, respectively. Ion, m2 represents the number of 0-2.)
<Compound (3)>
A monomer (d) represented by the following general formula (D), and one or more monomers (c) selected from the compounds represented by the general formulas (C1) and (C2), c) / (d) = a copolymer obtained by copolymerization at a molar ratio of 60/40 to 90/10.
Figure 2009155173

(In the formula, R 9 and R 10 are each a hydrogen atom or a methyl group, m3 is a number of 0 to 2, AO is an oxyalkylene group having 2 to 3 carbon atoms, and n3 is an average added mole number of AO. The number of -90, X represents a hydrogen atom or a C1-C3 alkyl group.)
化合物(1)における一般式(A)で示されるアルケニルエーテル誘導体のn1が10〜50の数であり、化合物(2)における単量体(b)のn2が100〜200の数であり、化合物(3)における単量体(d)のn3が5〜40の数である、請求項1又は2記載の水硬性組成物用混和剤。   N1 of the alkenyl ether derivative represented by the general formula (A) in the compound (1) is a number of 10 to 50, n2 of the monomer (b) in the compound (2) is a number of 100 to 200, and the compound The admixture for hydraulic composition according to claim 1 or 2, wherein n3 of the monomer (d) in (3) is a number of 5 to 40. 請求項1〜3の何れか1項記載の水硬性組成物用混和剤と、水硬性粉体とを含有する水硬性組成物。   The hydraulic composition containing the admixture for hydraulic compositions of any one of Claims 1-3, and hydraulic powder.
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JP2017206393A (en) * 2016-05-16 2017-11-24 花王株式会社 Chemical admixture for hydraulic composition
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JP2017001897A (en) * 2015-06-04 2017-01-05 花王株式会社 Dispersant for hydraulic powder
JP2017206393A (en) * 2016-05-16 2017-11-24 花王株式会社 Chemical admixture for hydraulic composition
JP2019085280A (en) * 2017-11-02 2019-06-06 株式会社竹中工務店 Blast furnace slag containing-cement slurry composition and preparation method for soil cement slurry using the same

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