JPWO2020115790A1 - Additives for hydraulic compositions and hydraulic compositions - Google Patents

Additives for hydraulic compositions and hydraulic compositions Download PDF

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JPWO2020115790A1
JPWO2020115790A1 JP2020558693A JP2020558693A JPWO2020115790A1 JP WO2020115790 A1 JPWO2020115790 A1 JP WO2020115790A1 JP 2020558693 A JP2020558693 A JP 2020558693A JP 2020558693 A JP2020558693 A JP 2020558693A JP WO2020115790 A1 JPWO2020115790 A1 JP WO2020115790A1
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component
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hydraulic composition
additive
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JP7148170B2 (en
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勇輝 菅沼
勇輝 菅沼
章宏 古田
章宏 古田
岡田 和寿
和寿 岡田
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Takemoto Oil and Fat Co Ltd
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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
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

骨材に含まれる微粒分や粘土質の影響を緩和するとともに、材料分離抵抗性の高い水硬性組成物用添加剤を提供する。アクリル酸及び/又はその塩から形成された構成単位を有し、質量平均分子量MAが1000以上100000未満であるA成分と、アクリル酸及び/又はその塩から構成単位を有し、質量平均分子量MBが100000以上50000000以下であるB成分とを含有する水硬性組成物用添加剤及び水硬性組成物。Provided is an additive for a hydraulic composition having high material separation resistance while mitigating the influence of fine particles and clayey substances contained in an aggregate. It has a structural unit formed from acrylic acid and / or a salt thereof, and has a structural unit consisting of component A having a mass average molecular weight MA of 1000 or more and less than 100,000, and acrylic acid and / or a salt thereof, and has a mass average molecular weight MB. An additive for a water-hard composition and a water-hard composition containing a B component having a mass of 100,000 or more and 50,000,000 or less.

Description

本発明は、水硬性組成物用添加剤に関する。更に詳細には、骨材に含まれる微粒分や粘土質の影響を緩和するとともに、かつ、材料分離抵抗性の高い、セメント組成物などに好適に用いることができる水硬性組成物用添加剤に関する。 The present invention relates to additives for hydraulic compositions. More specifically, the present invention relates to an additive for a hydraulic composition that can be suitably used for a cement composition or the like, which alleviates the influence of fine particles and clayey substances contained in an aggregate and has high material separation resistance. ..

従来、モルタルやコンクリートなどの水硬性組成物に対して流動性を付与するために、その調製時に、分散剤としてリグニンスルホン酸系分散剤、ナフタレンスルホン酸系分散剤、メラミンスルホン酸系分散剤やポリカルボン酸系分散剤などが用いられている。近年では、充填性の向上や省力化、施工性の向上のために、さらに流動性を高めた水硬性組成物が用いられる機会が多くなっている。このような水硬性組成物として、例えば、スランプフローが500〜700mm程度の高流動コンクリートや、スランプフローが350〜500mm程度の中流動コンクリートなどの流動性の高いコンクリートが用いられている。 Conventionally, in order to impart fluidity to a water-hard composition such as mortar or concrete, a lignin sulfonic acid-based dispersant, a naphthalene sulfonic acid-based dispersant, a melamine sulfonic acid-based dispersant, etc. Polycarboxylic acid-based dispersants and the like are used. In recent years, there have been many opportunities to use hydraulic compositions having further improved fluidity in order to improve filling property, labor saving, and workability. As such a hydraulic composition, for example, high-fluidity concrete having a slump flow of about 500 to 700 mm and medium-fluidity concrete having a slump flow of about 350 to 500 mm are used.

このような水硬性組成物を得るために種々の技術が提案されている。例えば、特許文献1においては、特定のポリカルボン酸系分散剤と、カルボン酸単量体と(メタ)アクリル酸系エステルとの共重合体を配合した混和剤を用いることにより、コンクリートに流動性と材料分離抵抗性を付与できることが提案されている。そして、特許文献1には、原料成分である、特定のポリカルボン酸系分散剤と、カルボン酸単量体と(メタ)アクリル酸系エステルとの共重合体とを組み合わせて一液型混和剤として供給され得ることが開示されている。 Various techniques have been proposed to obtain such hydraulic compositions. For example, in Patent Document 1, by using an admixture containing a specific polycarboxylic acid-based dispersant and a copolymer of a carboxylic acid monomer and a (meth) acrylic acid-based ester, the concrete is fluidized. It has been proposed that material separation resistance can be imparted. Then, Patent Document 1 describes a one-component admixture in which a specific polycarboxylic acid-based dispersant, which is a raw material component, and a copolymer of a carboxylic acid monomer and a (meth) acrylic acid-based ester are combined. It is disclosed that it can be supplied as.

また、特許文献2には、特定の低置換度ヒドロキシプロピルセルロースを用いることにより、高充填性および高流動性のコンクリートが得られることが提案されている。 Further, Patent Document 2 proposes that concrete having high filling property and high fluidity can be obtained by using a specific low-substituted hydroxypropyl cellulose.

特開2001−89212号公報Japanese Unexamined Patent Publication No. 2001-89212 特開平4−139047号公報Japanese Unexamined Patent Publication No. 4-139047

水硬性組成物に配合される骨材として、粗骨材や細骨材などが用いられている。これらの粗骨材や細骨材として、自然作用により岩石から形成され、川、山、海、陸から産出される砂利、砂等の天然骨材や、岩石をクラッシャなどで人工的に粉砕して得られる砕石及び砕砂が用いられている。 Coarse aggregates, fine aggregates and the like are used as the aggregates to be blended in the hydraulic composition. As these coarse aggregates and fine aggregates, natural aggregates such as gravel and sand produced from rocks by natural action and produced from rivers, mountains, seas and land, and rocks are artificially crushed with a crusher or the like. The crushed stone and crushed sand obtained from the above are used.

良質な天然骨材が枯渇しつつある中で資源保護の観点や、洗浄の際、環境に与える影響を配慮して、品質として許される範囲内において、天然骨材に付着する微粒分や粘土質を洗い落としたりしないままで使用する場合がある。 While high-quality natural aggregate is being depleted, in consideration of resource conservation and the impact on the environment during cleaning, fine particles and clay that adhere to natural aggregate are within the permissible range of quality. May be used without washing off.

また、岩石を人工的に粉砕して砕石及び砕砂を製造する際に発生する微粒分や粘土質が付着したままの砕石及び砕砂を使用する場合もある。 In some cases, crushed stone and crushed sand with fine particles and clay attached when rock is artificially crushed to produce crushed stone and crushed sand are used.

これらの微粒分や粘土質が骨材に付着したままであると、分散剤の添加量を多くする必要がある。分散剤の添加量を多くするとブリーディングの発生が多くなるという問題がある。また、所定のスランプフローを有し、流動性の高い水硬性組成物を得ようとした際に材料が分離しやすくなるという問題がある。 If these fine particles and clay remain attached to the aggregate, it is necessary to increase the amount of the dispersant added. There is a problem that bleeding occurs more when the amount of the dispersant added is increased. Further, there is a problem that the material is easily separated when trying to obtain a hydraulic composition having a predetermined slump flow and high fluidity.

骨材は、採取場所や採取時期により、その組成に違いが生じ、また、品質も相違する。骨材の組成差や品質の相違により水硬性組成物の流動性が一定ではなくなったり、所定の流動性を得るために混和剤の添加量を変化させる必要が生じるという問題がある。 The composition of aggregate differs depending on the place and time of collection, and the quality also differs. There are problems that the fluidity of the hydraulic composition is not constant due to the difference in composition and quality of the aggregate, and that it is necessary to change the amount of the admixture added in order to obtain a predetermined fluidity.

また、低置換度ヒドロキシプロピルセルロースを用いた場合、減水剤成分との相溶性が低く、水溶液として一液化ができないという問題がある。 Further, when hydroxypropyl cellulose having a low degree of substitution is used, there is a problem that the compatibility with the water reducing agent component is low and it cannot be liquefied as an aqueous solution.

特許文献1、2に開示された技術では、これらの問題を解決することができなかった。従って、本発明が解決しようとする課題は、骨材に付着した微粒分や粘土質等を洗い落したりしないままであっても、骨材に含まれる微粒分や粘土質の影響を緩和するとともに、かつ、材料分離抵抗性の高い水硬性組成物用添加剤を提供することにある。 The techniques disclosed in Patent Documents 1 and 2 have not been able to solve these problems. Therefore, the problem to be solved by the present invention is to alleviate the influence of the fine particles and the clay material contained in the aggregate even if the fine particles and the clay material attached to the aggregate are not washed away. Further, it is an object of the present invention to provide an additive for a hydraulic composition having high material separation resistance.

本発明者らは、前記の課題を解決すべく研究した結果、特定の重合体を有する水硬性組成物用添加剤を用いるのが正しく好適であることを見出した。本発明によれば、以下の水硬性組成物用添加剤が提供される。 As a result of research to solve the above-mentioned problems, the present inventors have found that it is correct and suitable to use an additive for a hydraulic composition having a specific polymer. According to the present invention, the following additives for hydraulic composition are provided.

[1] 下記のA成分と、下記のB成分とを含有する水硬性組成物用添加剤。
A成分:アクリル酸及び/又はその塩から形成された構成単位を有し、その質量平均分子量Mが1000以上100000未満である重合体;
B成分:アクリル酸及び/又はその塩から構成単位を有し、その質量平均分子量Mが100000以上50000000以下である重合体;
[1] An additive for a hydraulic composition containing the following component A and the following component B.
Component A has a structural unit formed from acrylic acid and / or salt thereof, the weight-average molecular weight M A is less than 1000 to 100,000 polymer;
Component B has an acrylic acid and / or structural units from the salt, the weight-average molecular weight M B is 100000 50000000 less polymer;

[2] 前記A成分と前記B成分との質量比A:Bが、1:99〜99:1である前記[1]に記載の水硬性組成物用添加剤。 [2] The additive for a hydraulic composition according to the above [1], wherein the mass ratio A: B of the component A to the component B is 1:99 to 99: 1.

[3] 更に、C成分としてカルボン酸系共重合体を含有する前記[1]に記載の水硬性組成物用添加剤。 [3] The additive for a hydraulic composition according to the above [1], which further contains a carboxylic acid-based copolymer as a C component.

[4] 前記C成分の質量に対する、A成分とB成分の合計の質量%が、0.1〜25%である前記[3]に記載の水硬性組成物用添加剤。 [4] The additive for a hydraulic composition according to the above [3], wherein the total mass% of the A component and the B component is 0.1 to 25% with respect to the mass of the C component.

[5] 前記[1]〜[4]のいずれかに記載の水硬性組成物用添加剤を含有する水硬性組成物。 [5] A hydraulic composition containing the additive for a hydraulic composition according to any one of the above [1] to [4].

[6] 更に、結合材を含有する前記[5]に記載の水硬性組成物。 [6] Further, the hydraulic composition according to the above [5], which contains a binder.

[7] 前記結合材100質量部に対する、前記A成分と前記B成分の合計の質量部が、0.00005〜0.04質量部である前記[6]に記載の水硬性組成物。 [7] The hydraulic composition according to the above [6], wherein the total mass part of the A component and the B component is 0.00005 to 0.04 parts by mass with respect to 100 parts by mass of the binder.

本発明の水硬性組成物用添加剤によれば、骨材に付着した微粒分や粘土質等を洗い落したりしないままであっても、骨材に含まれる微粒分や粘土質の影響を緩和するとともに、かつ、材料分離抵抗性を高くできるという効果がある。 According to the additive for hydraulic composition of the present invention, the influence of the fine particles and the clay material contained in the aggregate is alleviated even if the fine particles and the clay material attached to the aggregate are not washed away. At the same time, it has the effect of increasing the material separation resistance.

以下、本発明の実施形態について説明する。しかし、本発明は以下の実施形態に限定されるものではない。したがって、本発明の趣旨を逸脱しない範囲で、当業者の通常の知識に基づいて、以下の実施形態に対し適宜変更、改良等が加えられ得ることが理解されるべきである。なお、以下の実施例等において、別に記載しない限り、%は質量%を、また部は質量部を意味する。 Hereinafter, embodiments of the present invention will be described. However, the present invention is not limited to the following embodiments. Therefore, it should be understood that the following embodiments can be appropriately modified, improved, or the like based on the ordinary knowledge of those skilled in the art without departing from the spirit of the present invention. In the following examples and the like, unless otherwise specified,% means mass% and parts means parts by mass.

本実施形態の水硬性組成物用添加剤は、A成分と、B成分とを含有する水硬性組成物用添加剤である。 The additive for a hydraulic composition of the present embodiment is an additive for a hydraulic composition containing a component A and a component B.

本実施形態の水硬性組成物用添加剤に供するA成分及びB成分は、アクリル酸及び/又はその塩から形成された構成単位を有する重合体である。ここで、アクリル酸塩の種類は、特に制限されるものではないが、例えば、ナトリウム塩やカリウム塩等のアルカリ金属塩、カルシウム塩やマグネシウム塩等のアルカリ土類金属塩、アンモニウム塩、ジエタノールアミン塩やトリエタノールアミン塩等のアミン塩等が挙げられる。取扱いやすさや入手のしやすさの観点から、好ましくはナトリウム塩、アンモニウム塩であり、より好ましくはナトリウム塩である。また、アクリル酸及び/又はその塩は、1種のみであってもよいし、2種以上であってもよい。 The components A and B used in the additive for the hydraulic composition of the present embodiment are polymers having a structural unit formed of acrylic acid and / or a salt thereof. Here, the type of acrylate is not particularly limited, but for example, an alkali metal salt such as a sodium salt or a potassium salt, an alkaline earth metal salt such as a calcium salt or a magnesium salt, an ammonium salt, or a diethanolamine salt. And amine salts such as triethanolamine salts. From the viewpoint of ease of handling and availability, sodium salts and ammonium salts are preferable, and sodium salts are more preferable. Further, acrylic acid and / or a salt thereof may be only one kind or two or more kinds.

本実施形態の水硬性組成物用添加剤に供するA成分の重合体は、質量平均分子量Mが、1000以上100000未満であり、1000以上50000以下であるのが好ましく、1000以上30000以下であるのがより好ましく、1000以上10000以下であるのが更に好ましい。Polymer of component A to be subjected to hydraulic compositions for additives of the present embodiment, the weight average molecular weight M A is less than 1000 to 100,000, preferably at 1000 to 50,000, it is 1000 to 30,000 Is more preferable, and more preferably 1000 or more and 10000 or less.

本実施形態の水硬性組成物用添加剤に供するB成分の重合体は、質量平均分子量Mが、100000以上50000000以下であり、300000以上30000000以下であるのが好ましく、500000以上20000000以下であるのがより好ましく、800000以上10000000以下であるのが更に好ましい。Polymer B component subjected to hydraulic compositions for additives of the present embodiment, the weight average molecular weight M B is is 100000 or 50000000 or less, is preferably 300,000 or more 30 million or less, is 500,000 or more 20000000 less Is more preferable, and more preferably 800,000 or more and 10,000,000 or less.

本実施形態の水硬性組成物用添加剤においては、A成分とB成分の濃度は特に限定されないが、A成分の比率が高すぎると、十分な分離抑制効果が得られず、また、B成分の比率が高すぎると骨材中の微粒分による水硬性組成物の流動性の変動が大きくなってしまうことを防止する観点から、A成分とB成分との質量比A:Bが、1:99〜99:1であるのが好ましく、50:50〜99:1であるのがより好ましく、75:25〜99:1であるのが更に好ましく、80:20〜99:1であるのが更により好ましく、80:20〜96:4であるのが特に好ましい。 In the additive for a water-hard composition of the present embodiment, the concentrations of the A component and the B component are not particularly limited, but if the ratio of the A component is too high, a sufficient separation suppressing effect cannot be obtained, and the B component is not obtained. From the viewpoint of preventing the fluctuation of the fluidity of the water-hard composition due to the fine particles in the aggregate from becoming large when the ratio of A: B is too high, the mass ratio A: B of the component A and the component B is 1: It is preferably 99 to 99: 1, more preferably 50:50 to 99: 1, further preferably 75:25 to 99: 1, and preferably 80:20 to 99: 1. Even more preferably, it is particularly preferably 80:20 to 96: 4.

本実施形態の水硬性組成物用添加剤は、更に、C成分としてカルボン酸系共重合体を含有するのが好ましい。 The additive for the hydraulic composition of the present embodiment further preferably contains a carboxylic acid-based copolymer as the C component.

本実施形態の水硬性組成物用添加剤に供するC成分のカルボン酸系共重合体として、不飽和カルボン酸単量体及び/又はその塩から形成された構成単位と、分子中に1〜300個の炭素数2〜4のオキシアルキレン単位で構成されたポリオキシアルキレン基を有する不飽和単量体から形成された構成単位とを有するものが挙げられる。 As the carboxylic acid-based copolymer of component C to be used as the additive for the water-hard composition of the present embodiment, a structural unit formed from an unsaturated carboxylic acid monomer and / or a salt thereof, and 1 to 300 in the molecule. Examples thereof include those having a structural unit formed from an unsaturated monomer having a polyoxyalkylene group composed of oxyalkylene units having 2 to 4 carbon atoms.

不飽和カルボン酸単量体及び/又はその塩としては、(メタ)アクリル酸、クロトン酸、(無水)マレイン酸、(無水)イタコン酸、フマル酸及び/又はその塩等が挙げられる。1分子中に2個以上のカルボキシル基を有する不飽和ジカルボン酸単量体は、一つのカルボン酸又はその塩以外にエステル結合やアミド結合等を有していてもよい。ここで不飽和カルボン酸塩の種類は特に制限されず、例えば、ナトリウム塩やカリウム塩等のアルカリ金属塩、カルシウム塩やマグネシウム塩等のアルカリ土類金属塩、アンモニウム塩、ジエタノールアミン塩やトリエタノールアミン塩等のアミン塩等が挙げられる。 Examples of the unsaturated carboxylic acid monomer and / or a salt thereof include (meth) acrylic acid, crotonic acid, (maleic anhydride) maleic acid, (anhydrous) itaconic acid, fumaric acid and / or a salt thereof. The unsaturated dicarboxylic acid monomer having two or more carboxyl groups in one molecule may have an ester bond, an amide bond, or the like in addition to one carboxylic acid or a salt thereof. Here, the type of unsaturated carboxylate is not particularly limited, and for example, an alkali metal salt such as a sodium salt or a potassium salt, an alkaline earth metal salt such as a calcium salt or a magnesium salt, an ammonium salt, a diethanolamine salt or a triethanolamine. Examples include amine salts such as salts.

分子中に1〜300個の炭素数2〜4のオキシアルキレン単位で構成されたポリオキシアルキレン基を有する不飽和単量体としては、例えば、α−ビニル−ω−ヒドロキシ(ポリ)オキシブチレン(ポリ)オキシエチレン、α−アリル−ω−メトキシ−(ポリ)オキシエチレン、α−アリル−ω−メトキシ−(ポリ)オキシエチレン(ポリ)オキシプロピレン、α−アリル−ω−ヒドロキシ−(ポリ)オキシエチレン、α−アリル−ω−ヒドロキシ−(ポリ)オキシエチレン(ポリ)オキシプロピレン、α−メタリル−ω−ヒドロキシ−(ポリ)オキシエチレン、α−メタリル−ω−メトキシ−(ポリ)オキシエチレン、α−メタリル−ω−ヒドロキシ−(ポリ)オキシエチレン(ポリ)オキシプロピレン、α−メタリル−ω−アセチル−(ポリ)オキシエチレン、α−(3−メチル−3−ブテニル)−ω−ヒドロキシ−(ポリ)オキシエチレン、α−(3−メチル−3−ブテニル)−ω−ブトキシ−(ポリ)オキシエチレン、α−(3−メチル−3−ブテニル)−ω−ヒドロキシ−(ポリ)オキシエチレン(ポリ)オキシプロピレン、α−(3−メチル−3−ブテニル)−ω−アセチル−(ポリ)オキシエチレン(ポリ)オキシプロピレン、α−アクリロイル−ω−ヒドロキシ−(ポリ)オキシエチレン、α−アクリロイル−ω−メトキシ−(ポリ)オキシエチレン、α−アクリロイル−ω−ブトキシ−(ポリ)オキシエチレン、α−アクリロイル−ω−メトキシ−(ポリ)オキシエチレン(ポリ)オキシプロピレン、α−メタクリロイル−ω−ヒドロキシ−(ポリ)オキシエチレン、α−メタクリロイル−ω−メトキシ−(ポリ)オキシエチレン、α−メタクリロイル−ω−ブトキシ−(ポリ)オキシエチレン、α−アクリロイル−ω−メトキシ−(ポリ)オキシエチレン(ポリ)オキシプロピレン、α−メタクリロイル−ω−ヒドロキシ−(ポリ)オキシエチレン(ポリ)オキシプロピレン、α−メタクリロイル−ω−アセチル−(ポリ)オキシエチレン(ポリ)オキシプロピレン、ポリアルキレンポリアミンの活性イミノ基、活性アミノ基にアルキレンオキシドを付加させ、かつ分子中に(メタ)アクリロイル基等の不飽和結合を有するポリアルキレンポリアミン系単量体、二塩基酸とポリアルキレンポリアミンとを縮合させたポリアミドポリアミンの活性イミノ基、アミノ基、アミド残基に対してアルキレンオキシドを付加させ、かつ分子中に(メタ)アクリロイル基等の不飽和結合を有するポリアミドポリアミン系単量体等が挙げられる。 Examples of the unsaturated monomer having a polyoxyalkylene group composed of 1 to 300 carbon atoms 2 to 4 oxyalkylene units in the molecule include α-vinyl-ω-hydroxy (poly) oxybutylene (. Poly) oxyethylene, α-allyl-ω-methoxy- (poly) oxyethylene, α-allyl-ω-methoxy- (poly) oxyethylene (poly) oxypropylene, α-allyl-ω-hydroxy- (poly) oxy Ethylene, α-allyl-ω-hydroxy- (poly) oxyethylene (poly) oxypropylene, α-metharyl-ω-hydroxy- (poly) oxyethylene, α-metharyl-ω-methoxy- (poly) oxyethylene, α -Metalyl-ω-hydroxy- (poly) oxyethylene (poly) oxypropylene, α-metharyl-ω-acetyl- (poly) oxyethylene, α- (3-methyl-3-butenyl) -ω-hydroxy- (poly) ) Oxyethylene, α- (3-methyl-3-butenyl) -ω-butoxy- (poly) oxyethylene, α- (3-methyl-3-butenyl) -ω-hydroxy- (poly) oxyethylene (poly) Oxypropylene, α- (3-methyl-3-butenyl) -ω-acetyl- (poly) oxyethylene (poly) oxypropylene, α-acryloyl-ω-hydroxy- (poly) oxyethylene, α-acryloyl-ω- Methoxy- (poly) oxyethylene, α-acryloyl-ω-butoxy- (poly) oxyethylene, α-acryloyl-ω-methoxy- (poly) oxyethylene (poly) oxypropylene, α-methacryloyl-ω-hydroxy-( Poly) oxyethylene, α-methacryloyl-ω-methoxy- (poly) oxyethylene, α-methacryloyl-ω-butoxy- (poly) oxyethylene, α-acryloyl-ω-methoxy- (poly) oxyethylene (poly) oxy Propropylene, α-methacryl-ω-hydroxy- (poly) oxyethylene (poly) oxypropylene, α-methacryl-ω-acetyl- (poly) oxyethylene (poly) oxypropylene, active imino group of polyalkylene polyamine, active amino A polyalkylene polyamine-based monomer having an unsaturated bond such as a (meth) acryloyl group in the molecule with an alkylene oxide added to the group, and an active imino group of a polyamide polyamine obtained by condensing a dibasic acid and a polyalkylene polyamine. , Amino group, alkylene ok for amide residues Examples thereof include polyamide polyamine-based monomers having a sid added and having an unsaturated bond such as a (meth) acryloyl group in the molecule.

C成分であるカルボン酸系共重合体の質量平均分子量は、2000〜500000であるのが好ましく、5000〜200000であるのがより好ましい。 The mass average molecular weight of the carboxylic acid-based copolymer as the C component is preferably 2000 to 500,000, more preferably 5000 to 20000.

本実施形態の水硬性組成物用添加剤においては、C成分の質量に対する、A成分とB成分の合計の質量%が、0.1〜25%であるのが好ましく、0.2〜15%であるのがより好ましく、0.3〜10%であるのが更に好ましく、0.5〜5%であるのが更により好ましい。 In the additive for hydraulic composition of the present embodiment, the total mass% of the A component and the B component is preferably 0.1 to 25%, preferably 0.2 to 15%, based on the mass of the C component. It is more preferably 0.3 to 10%, and even more preferably 0.5 to 5%.

次に、本実施形態の水硬性組成物について説明する。本実施形態の水硬性組成物は、本実施形態の水硬性組成物用添加剤を含む。 Next, the hydraulic composition of the present embodiment will be described. The hydraulic composition of the present embodiment contains the additive for the hydraulic composition of the present embodiment.

水硬性組成物用添加剤の水硬性組成物に対する添加方法は、A成分と、B成分と、C成分とをそれぞれ独立して添加してもよく、また同時に添加してもよい。A成分、B成分及びC成分は、粉末として水硬性組成物スラリーに添加してもよく、また、A成分、B成分及びC成分を液体の収縮低減剤や液体の消泡剤等に分散させた状態又は溶解させた状態で水硬性組成物スラリーに添加してもよく、更に、A成分、B成分及びC成分を水に溶解させた状態で水硬性組成物スラリーに添加してもよい。なお、各成分の添加様式が相違していてもよい。例えば、A成分及びB成分は粉末として添加し、C成分を液体の収縮低減剤や液体の消泡剤等に分散させた状態で添加してもよく、その他の添加様式でもよい。 As a method of adding the additive for the hydraulic composition to the hydraulic composition, the component A, the component B, and the component C may be added independently or at the same time. The A component, the B component, and the C component may be added to the water-hard composition slurry as a powder, or the A component, the B component, and the C component are dispersed in a liquid shrinkage reducing agent, a liquid defoaming agent, or the like. It may be added to the water-hard composition slurry in a state of being dissolved or in a dissolved state, and further, the component A, the component B and the component C may be added to the water-hard composition slurry in a state of being dissolved in water. The addition mode of each component may be different. For example, the A component and the B component may be added as a powder, and the C component may be added in a state of being dispersed in a liquid shrinkage reducing agent, a liquid defoaming agent, or the like, or other addition modes may be used.

C成分であるカルボン酸系共重合体は、水溶液として用いてもよく、水溶液として用いる場合は、A成分とB成分との相溶性の観点から、C成分の1質量%水溶液のpHが2〜7であるのが好ましく、2〜6であるのがより好ましく、2〜5であるのが更に好ましい。 The carboxylic acid-based copolymer as the C component may be used as an aqueous solution, and when used as an aqueous solution, the pH of the 1% by mass aqueous solution of the C component is 2 to 2 from the viewpoint of compatibility between the A component and the B component. It is preferably 7, more preferably 2 to 6, and even more preferably 2 to 5.

本実施形態の水硬性組成物は以上説明したような本実施形態の水硬性組成物用添加剤を使用して調製したものであり、セメントペースト、モルタル、コンクリート等のセメント組成物であることが好ましい。セメント組成物は、結合材として、少なくともセメントを使用したものであるが、セメントを単独で使用してもよく、また、セメントとポゾラン物質や潜在水硬性をもつ微粉末混和材料を併用してもよい。このようなセメントとしては、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、低熱ポルトランドセメント、早強ポルトランドセメント、超早強ポルトランドセメント、耐硫酸塩ポルトランドセメントなどの各種ポルトランドセメント、高炉セメント、フライアッシュセメントなどの各種混合セメントが挙げられる。また、微粉末混和材料としては、高炉スラグ微粉末、シリカフューム、フライアッシュ、石灰石微粉末等が挙げられる。さらに、膨張材、石膏などを含んでいてもよい。 The hydraulic composition of the present embodiment is prepared by using the additive for the hydraulic composition of the present embodiment as described above, and may be a cement composition such as cement paste, mortar, or concrete. preferable. The cement composition uses at least cement as a binder, but cement may be used alone, or a pozzolanate or a fine powder admixture having latent hydraulic property may be used in combination with cement. good. Such cements include ordinary Portland cement, moderate heat Portland cement, low heat Portland cement, early-strength Portland cement, ultra-early-strength Portland cement, various Portland cements such as sulfate-resistant Portland cement, blast furnace cement, and fly ash cement. Various mixed cements can be mentioned. Examples of the fine powder admixture include blast furnace slag fine powder, silica fume, fly ash, and limestone fine powder. Further, it may contain a swelling material, gypsum and the like.

本実施形態の水硬性組成物は、骨材を含むことも好ましい。骨材としては、細骨材や粗骨材などの任意の適切な骨材を採用し得る。このような骨材のうち、細骨材としては、川砂、山砂、陸砂、珪砂、砕砂、高炉スラグ細骨材などが挙げられ、粗骨材としては、川砂利、山砂利、陸砂利、砕石、高炉スラグ粗骨材などが挙げられる。 The hydraulic composition of the present embodiment preferably contains an aggregate. As the aggregate, any suitable aggregate such as fine aggregate or coarse aggregate can be adopted. Among such aggregates, fine aggregates include river sand, mountain sand, land sand, silica sand, crushed sand, blast furnace slag fine aggregate, and coarse aggregates include river gravel, mountain gravel, and land gravel. , Crushed stone, blast furnace slag coarse aggregate, etc.

本実施形態の水硬性組成物においては、結合材100質量部に対する、A成分とB成分の合計の質量部が0.00005〜0.04質量部であるのが好ましく、0.0002〜0.03質量部であるのがより好ましく、0.0002〜0.02質量部であるのが更に好ましく、0.0003〜0.01質量部であるのが更により好ましく、0.0004〜0.008質量部であるのが特に好ましい。 In the water-hardening composition of the present embodiment, the total mass part of the A component and the B component is preferably 0.00005 to 0.04 parts by mass with respect to 100 parts by mass of the binder, and 0.0002 to 0. It is more preferably 03 parts by mass, further preferably 0.0002 to 0.02 parts by mass, further preferably 0.0003 to 0.01 parts by mass, and 0.0004 to 0.008 parts by mass. It is particularly preferable that it is by mass.

本実施形態の水硬性組成物は、効果が損なわれない範囲内で、適宜、例えば、陰イオン界面活性剤からなるAE調整剤、例えば、オキシアルキレン系の消泡剤、例えば、オキシカルボン酸塩からなる凝結遅延剤、例えば、アルカノールアミンからなる硬化促進剤、例えば、ポリオキシアルキレンアルキルエーテルからなる乾燥収縮低減剤、例えば、イソチアゾリン系化合物からなる防腐剤、例えば、高級脂肪酸誘導体からなる防水剤、例えば、亜硝酸塩からなる防錆剤等を含有させることができる。 The water-hard composition of the present embodiment is appropriately prepared as long as the effect is not impaired, as appropriate, for example, an AE modifier composed of an anionic surfactant, for example, an oxyalkylene-based antiseptic, for example, an oxycarboxylic acid salt. A setting retarder consisting of, for example, a curing accelerator made of alkanolamine, for example, a drying shrinkage reducing agent made of polyoxyalkylene alkyl ether, for example, a preservative made of an isothiazolin-based compound, for example, a waterproofing agent made of a higher fatty acid derivative. For example, a rust preventive made of nitrite or the like can be contained.

以下、本発明の構成及び効果をより具体的にするため、実施例等を挙げるが、本発明が該実施例に限定されるというものではない。なお、以下の実施例において、別に記載しない限り、%は質量%を、また部は質量部を意味する。 Hereinafter, examples and the like will be given in order to make the configuration and effect of the present invention more specific, but the present invention is not limited to the examples. In the following examples, unless otherwise specified,% means mass% and parts means parts by mass.

試験区分1(A成分及びB成分としてのアクリル酸及び/又はその塩の重合体)
用いたアクリル酸及び/又はその塩の重合体を表1にまとめて示す。
Test Category 1 (Polymer of acrylic acid and / or its salt as component A and component B)
The polymers of acrylic acid and / or salts thereof used are summarized in Table 1.

Figure 2020115790
Figure 2020115790

表1において、
A−1:ポリアクリル酸ナトリウム(東亞合成株式会社製アロンT−210)
A−2:ポリアクリル酸(和光純薬工業株式会社製ポリアクリル酸5,000)
A−3:ポリアクリル酸(和光純薬工業株式会社製ポリアクリル酸25,000)
B−1:ポリアクリル酸(和光純薬工業株式会社製ポリアクリル酸250,000)
B−2:ポリアクリル酸(和光純薬工業株式会社製ポリアクリル酸1,000,000)
B−3:ポリアクリル酸ナトリウム(東亞合成株式会社製アロンA−20P−X)
R−1:ヒドロキシプロピルメチルセルロース(信越化学工業社製メトローズHi90SH30000)
R−2:ヒドロキシプロピルメチルセルロース(信越化学工業社製メトローズHi90SH100000)
d−1:アクリル酸ナトリウムから形成された構成単位
d−2:アクリル酸から形成された構成単位
d−3:アクリル酸から形成された構成単位
d−4:アクリル酸から形成された構成単位
d−5:アクリル酸から形成された構成単位
d−6:アクリル酸ナトリウムから形成された構成単位
In Table 1,
A-1: Sodium polyacrylate (Aron T-210 manufactured by Toagosei Co., Ltd.)
A-2: Polyacrylic acid (5,000 polyacrylic acid manufactured by Wako Pure Chemical Industries, Ltd.)
A-3: Polyacrylic acid (polyacrylic acid 25,000 manufactured by Wako Pure Chemical Industries, Ltd.)
B-1: Polyacrylic acid (polyacrylic acid 250,000 manufactured by Wako Pure Chemical Industries, Ltd.)
B-2: Polyacrylic acid (Polyacrylic acid manufactured by Wako Pure Chemical Industries, Ltd. 1,000,000)
B-3: Sodium polyacrylate (Aron A-20P-X manufactured by Toagosei Co., Ltd.)
R-1: Hydroxypropyl methylcellulose (Metro's Hi90SH30000 manufactured by Shin-Etsu Chemical Co., Ltd.)
R-2: Hydroxypropyl methylcellulose (Metro's Hi90SH100000 manufactured by Shin-Etsu Chemical Co., Ltd.)
d-1: Constituent unit formed from sodium acrylate d-2: Constituent unit formed from acrylic acid d-3: Constituent unit formed from acrylic acid d-4: Constituent unit formed from acrylic acid d -5: Constituent unit formed from acrylic acid d-6: Constituent unit formed from sodium acrylate

試験区分2(C成分としてのカルボン酸系共重合体の製造) Test Category 2 (Production of Carboxylic Acid Copolymer as C Component)

・製造例1{カルボン酸系共重合体(PC−1)の製造}
蒸留水250g、α−(3−メチル−3−ブテニル)−ω−ヒドロキシ−ポリ(n=50)オキシエチレン330gを温度計、撹拌機、滴下ロート、窒素導入管を備えた反応容器(以下、同様のものを使用した)に仕込み、攪拌しながら均一に溶解した後、雰囲気を窒素置換し、反応系の温度を温水浴にて65℃に保持した。次に、1%過酸化水素水16gを3時間かけて滴下し、それと同時にイオン交換水80gにアクリル酸30gを均一に溶解させた水溶液を3時間かけて滴下し、それと同時にイオン交換水14gにL−アスコルビン酸2gとチオグリコール酸3gを溶解させた水溶液を4時間かけて滴下した。その後、2時間、反応系の温度を65℃に維持し、重合反応を終了した。その後、反応系に30%水酸化ナトリウム水溶液を加えて、pH3に調整し、イオン交換水にて濃度を40%に調整して反応混合物を得た。この反応混合物をゲルパーミエーションクロマトグラフィー(GPC)にて分析したところ、質量平均分子量35000であった。この反応物をカルボン酸系共重合体(PC−1)とした。
-Production Example 1 {Production of carboxylic acid-based copolymer (PC-1)}
A reaction vessel equipped with a thermometer, a stirrer, a dropping funnel, and a nitrogen introduction tube containing 250 g of distilled water and 330 g of α- (3-methyl-3-butenyl) -ω-hydroxy-poly (n = 50) oxyethylene (hereinafter, (A similar one was used), and after uniformly dissolving with stirring, the atmosphere was replaced with nitrogen, and the temperature of the reaction system was maintained at 65 ° C. in a warm water bath. Next, 16 g of 1% hydrogen peroxide solution was added dropwise over 3 hours, and at the same time, an aqueous solution in which 30 g of acrylic acid was uniformly dissolved in 80 g of ion-exchanged water was added dropwise over 3 hours, and at the same time, it was added to 14 g of ion-exchanged water. An aqueous solution prepared by dissolving 2 g of L-ascorbic acid and 3 g of thioglycolic acid was added dropwise over 4 hours. Then, the temperature of the reaction system was maintained at 65 ° C. for 2 hours to complete the polymerization reaction. Then, a 30% aqueous sodium hydroxide solution was added to the reaction system to adjust the pH to 3, and the concentration was adjusted to 40% with ion-exchanged water to obtain a reaction mixture. When this reaction mixture was analyzed by gel permeation chromatography (GPC), it had a mass average molecular weight of 35,000. This reaction product was designated as a carboxylic acid-based copolymer (PC-1).

・製造例2{カルボン酸系共重合体(PC−2)の製造}
蒸留水150gを反応容器に仕込み、雰囲気を窒素置換し、窒素雰囲気下にて反応系の温度を60℃に保持した。次に蒸留水150g、メタクリル酸20g、α−ヒドロキシ−ω−メタクリロイル−ポリ(n=2)プロピレンポリ(n=113)オキシエチレン320g、ヒドロキシエチルアクリレート10g、及び3−メルカプトプロピオン酸3.5gを均一混合し、単量体混合物水溶液を調整した。この単量体混合物水溶液と10%過硫酸ナトリウム水溶液24gとを4時間かけて反応容器に同時に滴下してラジカル共重合反応を行い、更に、10%過硫酸ナトリウム水溶液6gを1時間かけて滴下して反応を行った。その後、反応系の温度を60℃に保持して1時間、ラジカル共重合反応を行った。次いで、反応系を室温まで冷却した後、水酸化ナトリウム水溶液を加えて、pH5に調整し、蒸留水にて濃度を40%に調整して反応混合物を得た。この反応混合物をゲルパーミエーションクロマトグラフィー(GPC)にて分析したところ、質量平均分子量43000であった。この反応混合物をカルボン酸系共重合体(PC−2)とした。
-Production Example 2 {Production of Carboxylic Acid Copolymer (PC-2)}
150 g of distilled water was charged into the reaction vessel, the atmosphere was replaced with nitrogen, and the temperature of the reaction system was maintained at 60 ° C. under the nitrogen atmosphere. Next, 150 g of distilled water, 20 g of methacrylic acid, 320 g of α-hydroxy-ω-methacryloyl-poly (n = 2) propylene poly (n = 113) oxyethylene, 10 g of hydroxyethyl acrylate, and 3.5 g of 3-mercaptopropionic acid were added. The mixture was uniformly mixed to prepare an aqueous solution of a monomer mixture. A radical copolymerization reaction was carried out by simultaneously dropping 24 g of this monomer mixture aqueous solution and 24 g of a 10% sodium persulfate aqueous solution into a reaction vessel over 4 hours, and further, 6 g of a 10% sodium persulfate aqueous solution was added dropwise over 1 hour. And reacted. Then, the temperature of the reaction system was maintained at 60 ° C., and the radical copolymerization reaction was carried out for 1 hour. Then, after cooling the reaction system to room temperature, an aqueous sodium hydroxide solution was added to adjust the pH to 5, and the concentration was adjusted to 40% with distilled water to obtain a reaction mixture. When this reaction mixture was analyzed by gel permeation chromatography (GPC), it had a mass average molecular weight of 43000. This reaction mixture was designated as a carboxylic acid-based copolymer (PC-2).

・製造例3{カルボン酸系共重合体(PC−3)の製造}
蒸留水150gを反応容器に仕込み、雰囲気を窒素置換し、窒素雰囲気下にて反応系の温度を60℃に保持した。次に蒸留水150g、メタクリル酸35g、α−メトキシ−ω−メタクリロイル−ポリ(n=23)オキシエチレン300g、アクリル酸メチル5g、及び3−メルカプトプロピオン酸3.5gを均一混合し、単量体混合物水溶液を調整した。この単量体混合物水溶液と10%過硫酸ナトリウム水溶液24gとを4時間かけて反応容器に同時に滴下してラジカル共重合反応を行い、更に、10%過硫酸ナトリウム水溶液6gを1時間かけて滴下して反応を行った。その後、反応系の温度を60℃に保持して1時間、、ラジカル共重合反応を行った。次いで、反応系を室温まで冷却した後、水酸化ナトリウム水溶液を加えて、pH4に調整し、蒸留水にて濃度を40%に調整して反応混合物を得た。この反応混合物をゲルパーミエーションクロマトグラフィー(GPC)にて分析したところ、質量平均分子量43000であった。この反応混合物をカルボン酸系共重合体(PC−3)とした。
-Production Example 3 {Production of Carboxylic Acid Copolymer (PC-3)}
150 g of distilled water was charged into the reaction vessel, the atmosphere was replaced with nitrogen, and the temperature of the reaction system was maintained at 60 ° C. under the nitrogen atmosphere. Next, 150 g of distilled water, 35 g of methacrylic acid, 300 g of α-methoxy-ω-methacryloyl-poly (n = 23) oxyethylene, 5 g of methyl acrylate, and 3.5 g of 3-mercaptopropionic acid were uniformly mixed to form a monomer. Aqueous mixture was prepared. A radical copolymerization reaction was carried out by simultaneously dropping 24 g of this monomer mixture aqueous solution and 24 g of a 10% sodium persulfate aqueous solution into a reaction vessel over 4 hours, and further, 6 g of a 10% sodium persulfate aqueous solution was added dropwise over 1 hour. And reacted. Then, the temperature of the reaction system was maintained at 60 ° C. and a radical copolymerization reaction was carried out for 1 hour. Then, after cooling the reaction system to room temperature, an aqueous sodium hydroxide solution was added to adjust the pH to 4, and the concentration was adjusted to 40% with distilled water to obtain a reaction mixture. When this reaction mixture was analyzed by gel permeation chromatography (GPC), it had a mass average molecular weight of 43000. This reaction mixture was designated as a carboxylic acid-based copolymer (PC-3).

試験区分3(A成分、B成分の質量平均分子量の測定)
A成分及びB成分の質量平均分子量を以下の方法により測定した。結果を表1に示す。
Test category 3 (Measurement of mass average molecular weight of component A and component B)
The mass average molecular weights of the A component and the B component were measured by the following methods. The results are shown in Table 1.

[A成分及びB成分の質量平均分子量の測定]
アクリル酸及び/又はその塩の重合体の質量平均分子量の測定は、ゲルパーミエーションクロマトグラフィー−多角度光散乱法(GPC−MALS法)及び/またはゲルパーミエーションクロマトグラフィー法(GPC法)にて行い、条件を以下のものとした。用いたアクリル酸及び/又はその塩の重合体を表1に示す。
ポリアクリル酸の質量平均分子量が500,000を超えるとGPC法では測定できなかったので、質量平均分子量が500,000を超えたものはGPC−MALS法を用いた。なお、B−1にてGPC−MALS法とGPC法に分子量の差は±3%以内であり同一であるとみなした。
[測定条件]
[GPC−MALS法]
検出器:示差屈折率計(RI)、多角度光散乱検出器(MALS)
カラム:昭和電工社製OHpak SB−807 HQ+SB−806M HQ
溶離液:0.1Mトリス緩衝液(pH=0.9、0.1M塩化カリウム添加)/アセトニトリル混合溶媒(混合体積比:7/3)
流速:0.5mL/分
カラム温度:40℃
[GPC法]
検出器:示差屈折計(RI)
カラム:昭和電工社製OHpak SB−G+SB−806M HQ+SB−806M HQ
溶離液:50mM硝酸ナトリウム水溶液
流速:0.7mL/分
カラム温度:40℃
標準物質:アジレント社製ポリアクリル酸ナトリウム
[Measurement of mass average molecular weight of component A and component B]
The mass average molecular weight of the polymer of acrylic acid and / or a salt thereof is measured by gel permeation chromatography-multiangle light scattering method (GPC-MALS method) and / or gel permeation chromatography method (GPC method). The conditions were as follows. The polymers of acrylic acid and / or salts thereof used are shown in Table 1.
When the mass average molecular weight of polyacrylic acid exceeded 500,000, it could not be measured by the GPC method. Therefore, the GPC-MALS method was used for those having a mass average molecular weight exceeding 500,000. In B-1, the difference in molecular weight between the GPC-MALS method and the GPC method was within ± 3% and was considered to be the same.
[Measurement condition]
[GPC-MALS method]
Detectors: Differential Refractometer (RI), Multi-angle Light Scattering Detector (MALS)
Column: Showa Denko OHpak SB-807 HQ + SB-806M HQ
Eluent: 0.1 M Tris buffer (pH = 0.9, 0.1 M potassium chloride added) / acetonitrile mixed solvent (mixed volume ratio: 7/3)
Flow rate: 0.5 mL / min Column temperature: 40 ° C
[GPC method]
Detector: Differential Refractometer (RI)
Column: Showa Denko OHpak SB-G + SB-806M HQ + SB-806M HQ
Eluent: 50 mM sodium nitrate aqueous solution Flow rate: 0.7 mL / min Column temperature: 40 ° C
Standard substance: Agilent's sodium polyacrylate

[C成分の質量平均分子量の測定]
C成分であるカルボン酸系共重合体の質量平均分子量の測定は、ゲルパーミエーションクロマトグラフィー法(GPC)にて行い、条件を以下のものとした。
[Measurement of mass average molecular weight of C component]
The mass average molecular weight of the carboxylic acid-based copolymer as the C component was measured by gel permeation chromatography (GPC), and the conditions were as follows.

[測定条件]
検出器:示差屈折計(RI)
カラム:昭和電工社製OHpak SB−G+SB−806M HQ+SB−806M HQ
溶離液:50mM硝酸ナトリウム水溶液
流速:0.7mL/分
カラム温度:40℃
標準物質:アジレント社製ポリエチレングリコール/酸化物(PEG/PEO)
[Measurement condition]
Detector: Differential Refractometer (RI)
Column: Showa Denko OHpak SB-G + SB-806M HQ + SB-806M HQ
Eluent: 50 mM sodium nitrate aqueous solution Flow rate: 0.7 mL / min Column temperature: 40 ° C
Standard material: Polyethylene glycol / oxide (PEG / PEO) manufactured by Agilent.

試験区分4(相溶性の確認)
溶液の相溶性を、C成分のカルボン酸系共重合体を20%としたときの、表2に示すA成分とB成分の比率で十分撹拌混合し、目視により以下の基準で判定した。溶液の濃度調整には上水道水を用いた。
(相溶性の判定基準)
A:沈殿や沈降を判別できない程度であった
B:薄い濁りが確認された
C:沈殿や沈降が確認された
Test category 4 (confirmation of compatibility)
The compatibility of the solution was sufficiently stirred and mixed at the ratio of the A component and the B component shown in Table 2 when the carboxylic acid-based copolymer of the C component was 20%, and the compatibility was visually determined according to the following criteria. Tap water was used to adjust the concentration of the solution.
(Criteria for compatibility)
A: Precipitation and sedimentation could not be discriminated B: Light turbidity was confirmed C: Precipitation and sedimentation were confirmed

Figure 2020115790
Figure 2020115790

表2において、
※1:B−2:B−3の質量比B−2:B−3 が 50:50となるように用いた。
※2:R−1、R−2をB成分に置き換えて添加した
In Table 2,
* 1: It was used so that the mass ratio of B-2: B-3 was 50:50.
* 2: R-1 and R-2 were replaced with B component and added.

試験区分5(水硬性組成物としてのコンクリート組成物の調製)
表2及び表3に記載の配合条件下で、次のようにコンクリート組成物を調製した。50Lのパン型強制練りミキサーに、結合材として普通ポルトランドセメント(密度3.16g/cm)、フライアッシュ(密度2.29g/cm、強熱減量2.3%)、高炉スラグ微粉末(密度2.88g/cm)を投入し、細骨材として大井川水系産陸砂(密度2.58g/cm)及び粗骨材として岡崎産砕石(密度2.68g/cm)を投入し、表3の配合No.2においては更にベントナイト(和光純薬工業株式会社製)を投入して10秒間空練りした。その後、目標スランプフローが600±30mm及び空気量が2%以下の範囲となるよう、消泡剤(竹本油脂社製の商品名AFK−2)を結合材100質量部に対し0.005〜0.01質量部の範囲で添加すると共に、試験区分4で使用した水硬性組成物用添加剤を練り混ぜ水と共に投入し、90秒間練り混ぜた。なお、添加剤および消泡剤は水の一部とみなした。
Test Category 5 (Preparation of Concrete Composition as Hydraulic Composition)
The concrete composition was prepared as follows under the compounding conditions shown in Tables 2 and 3. 50L pan-type forced kneading mixer, ordinary Portland cement (density 3.16 g / cm 3 ), fly ash (density 2.29 g / cm 3 , strong heat loss 2.3%), blast furnace slag fine powder (density 3.16 g / cm 3), blast furnace slag fine powder (density 3.16 g / cm 3) density 2.88 g / cm 3) was charged, as a fine aggregate Oi aqueous production Rikusuna (density 2.58 g / cm 3) and Okazaki producing crushed stone (density 2.68 g / cm 3) were added as coarse aggregate , Table 3 Formulation No. In No. 2, bentonite (manufactured by Wako Pure Chemical Industries, Ltd.) was further added and kneaded for 10 seconds. After that, a defoamer (trade name AFK-2 manufactured by Takemoto Oil & Fat Co., Ltd.) was applied to 100 parts by mass of the binder so that the target slump flow was 600 ± 30 mm and the air volume was within the range of 2% or less. The mixture was added in the range of 0.01 parts by mass, and the additive for the water-hard composition used in Test Category 4 was added together with kneading water and kneaded for 90 seconds. Additives and antifoaming agents were regarded as part of water.

Figure 2020115790
Figure 2020115790

配合材料の練混ぜ及び試験は材料温度を20±3℃に設定し、室温を20±3℃に設定し、湿度を60%以上に設定した環境下で実施した。調製した各例のコンクリート組成物について、練り混ぜ直後のスランプフロー、練り混ぜ直後の空気量、練り混ぜ直後の分離抵抗性及びブリーディングを下記のように求めた。配合No.1の結果を表4に、配合No.2の結果を表5に示した。 The kneading and testing of the compounded materials were carried out in an environment where the material temperature was set to 20 ± 3 ° C., the room temperature was set to 20 ± 3 ° C., and the humidity was set to 60% or more. For the prepared concrete compositions of each example, the slump flow immediately after kneading, the amount of air immediately after kneading, the separation resistance immediately after kneading, and the bleeding were determined as follows. Formulation No. Table 4 shows the results of No. 1 in Formulation No. The results of 2 are shown in Table 5.

・スランプフロー:練り混ぜ直後のコンクリート組成物について、JIS−A1150に準拠してスランプコーンを引き上げてから3分後に測定した。
・空気量:練り混ぜ直後のコンクリート組成物について、JIS−A1128に準拠して測定した。
・分離抵抗性:練り混ぜ直後のコンクリート組成物について、スランプコーンを引き上げてから3分後に目視により、以下の基準で行なった。
(分離抵抗性の判定基準)
A:非常に良好(骨材とモルタル・ペーストの分離なし)
B:良好(骨材とモルタル・ペーストが僅かに分離)
C:悪い(骨材とモルタル・ペーストが分離)
D:非常に悪い(骨材とモルタル・ペーストの分離が顕著)
・ブリーディング:JIS−A1123に準拠して測定した。
(ブリーディングの判定基準)
A:非常に良好(ブリーディング率が0.00〜4.00%)
B:良好(ブリーディング率が4.01〜6.00%)
C:悪い(ブリーディング率が6.00%超)
-Slump flow: The concrete composition immediately after kneading was measured 3 minutes after the slump cone was pulled up in accordance with JIS-A1150.
-Amount of air: The concrete composition immediately after kneading was measured in accordance with JIS-A1128.
-Separation resistance: For the concrete composition immediately after kneading, the following criteria were visually observed 3 minutes after the slump cone was pulled up.
(Criteria for separation resistance)
A: Very good (no separation of aggregate and mortar paste)
B: Good (aggregate and mortar paste are slightly separated)
C: Bad (aggregate and mortar paste are separated)
D: Very bad (significant separation of aggregate and mortar paste)
-Bleeding: Measured according to JIS-A1123.
(Criteria for bleeding)
A: Very good (bleeding rate 0.00-4.00%)
B: Good (bleeding rate is 4.01 to 6.00%)
C: Bad (bleeding rate is over 6.00%)

Figure 2020115790
Figure 2020115790

表4において、
※1:結合材100質量部に対する、(A)成分と(B)成分の合計の質量部(固形分)
※2:結合材100質量部に対する、(C)成分のみの質量部(固形分)
In Table 4,
* 1: The total mass (solid content) of the components (A) and (B) with respect to 100 parts by mass of the binder.
* 2: By mass (solid content) of only component (C) with respect to 100 parts by mass of binder

Figure 2020115790
Figure 2020115790

表5において、
※1:結合材100質量部に対する、(A)成分と(B)成分の合計の質量部(固形分)
※2:結合材100質量部に対する、(C)成分のみの質量部(固形分)
In Table 5,
* 1: The total mass (solid content) of the components (A) and (B) with respect to 100 parts by mass of the binder.
* 2: By mass (solid content) of only component (C) with respect to 100 parts by mass of binder

(結果)
表2に示すように、A成分を含まず、B成分の代わりにヒドロキシプロピルメチルセルロースを含む比較例7、8に比べて、A成分及びB成分を含む実施例1〜10は、相溶性に優れていることが示された。また、表4に示すように、A成分及びB成分を含む実施例11〜20は、A成分を含まないでB成分のみを有する比較例11〜15及びB成分を含まないでA成分のみを含有する比較例16に比べて、十分な分離抵抗性を示すとともに、ブリーディング量が少量であることが示された。更に、表5に示すように、A成分を含まないでB成分のみを含有する比較例21〜25及びB成分を含まないでA成分のみを含有する比較例26に比べて、A成分及びB成分を含む実施例21〜30は、十分な分離抵抗性を示すとともに、ブリーディング量が少量であることが示された。また、A成分を含まず、B成分の代わりにヒドロキシプロピルメチルセルロースを含む比較例17、18、27、28は相溶性が劣っていた。
(result)
As shown in Table 2, Examples 1 to 10 containing the A component and the B component have excellent compatibility as compared with Comparative Examples 7 and 8 which do not contain the A component and contain hydroxypropylmethyl cellulose instead of the B component. Was shown to be. Further, as shown in Table 4, Examples 11 to 20 containing the A component and the B component contain only the A component and the comparative examples 11 to 15 having only the B component without the A component. It was shown that the bleeding amount was small as well as showing sufficient separation resistance as compared with Comparative Example 16 containing the mixture. Further, as shown in Table 5, the A component and the B component are compared with Comparative Examples 21 to 25 containing only the B component without containing the A component and Comparative Example 26 containing only the A component without containing the B component. Examples 21 to 30 containing the components showed sufficient separation resistance and a small amount of bleeding. In addition, Comparative Examples 17, 18, 27, and 28, which did not contain the A component and contained hydroxypropylmethyl cellulose instead of the B component, were inferior in compatibility.

本発明の水硬性組成物用添加剤は、水硬性組成物を調製する際の添加剤として利用することができる。 The additive for a hydraulic composition of the present invention can be used as an additive when preparing a hydraulic composition.

Claims (7)

下記のA成分と、下記のB成分とを含有する水硬性組成物用添加剤。
A成分:アクリル酸及び/又はその塩から形成された構成単位を有し、その質量平均分子量Mが1000以上100000未満である重合体;
B成分:アクリル酸及び/又はその塩から構成単位を有し、その質量平均分子量Mが100000以上50000000以下である重合体;
An additive for a hydraulic composition containing the following component A and the following component B.
Component A has a structural unit formed from acrylic acid and / or salt thereof, the weight-average molecular weight M A is less than 1000 to 100,000 polymer;
Component B has an acrylic acid and / or structural units from the salt, the weight-average molecular weight M B is 100000 50000000 less polymer;
前記A成分と前記B成分との質量比A:Bが、1:99〜99:1である請求項1に記載の水硬性組成物用添加剤。 The additive for a hydraulic composition according to claim 1, wherein the mass ratio A: B of the component A to the component B is 1:99 to 99: 1. 更に、C成分としてカルボン酸系共重合体を含有する請求項1又は2に記載の水硬性組成物用添加剤。 The additive for a hydraulic composition according to claim 1 or 2, further comprising a carboxylic acid-based copolymer as a C component. 前記C成分の質量に対する、A成分とB成分の合計の質量%が、0.1〜25%である請求項3に記載の水硬性組成物用添加剤。 The additive for a hydraulic composition according to claim 3, wherein the total mass% of the A component and the B component is 0.1 to 25% with respect to the mass of the C component. 請求項1〜4のいずれか1項に記載の水硬性組成物用添加剤を含有する水硬性組成物。 A hydraulic composition containing the additive for a hydraulic composition according to any one of claims 1 to 4. 更に、結合材を含有する請求項5に記載の水硬性組成物。 The hydraulic composition according to claim 5, further comprising a binder. 前記結合材100質量部に対する、前記A成分と前記B成分の合計の質量部が、0.00005〜0.04質量部である請求項6に記載の水硬性組成物用添加剤。

The additive for a hydraulic composition according to claim 6, wherein the total mass part of the component A and the component B is 0.00005 to 0.04 parts by mass with respect to 100 parts by mass of the binder.

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