JP2008273766A - Shrinkage-reducing ae (air-entrained) concrete composition - Google Patents
Shrinkage-reducing ae (air-entrained) concrete composition Download PDFInfo
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- JP2008273766A JP2008273766A JP2007117060A JP2007117060A JP2008273766A JP 2008273766 A JP2008273766 A JP 2008273766A JP 2007117060 A JP2007117060 A JP 2007117060A JP 2007117060 A JP2007117060 A JP 2007117060A JP 2008273766 A JP2008273766 A JP 2008273766A
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- concrete composition
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 17
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- 238000006386 neutralization reaction Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 3
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- 239000011398 Portland cement Substances 0.000 description 6
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 6
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- 238000002360 preparation method Methods 0.000 description 5
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- CERQOIWHTDAKMF-UHFFFAOYSA-M Methacrylate Chemical compound CC(=C)C([O-])=O CERQOIWHTDAKMF-UHFFFAOYSA-M 0.000 description 4
- WRKCIHRWQZQBOL-UHFFFAOYSA-N octyl dihydrogen phosphate Chemical compound CCCCCCCCOP(O)(O)=O WRKCIHRWQZQBOL-UHFFFAOYSA-N 0.000 description 4
- 150000003839 salts Chemical class 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- SZHIIIPPJJXYRY-UHFFFAOYSA-M sodium;2-methylprop-2-ene-1-sulfonate Chemical compound [Na+].CC(=C)CS([O-])(=O)=O SZHIIIPPJJXYRY-UHFFFAOYSA-M 0.000 description 4
- IMROMDMJAWUWLK-UHFFFAOYSA-N Ethenol Chemical compound OC=C IMROMDMJAWUWLK-UHFFFAOYSA-N 0.000 description 3
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- WHXSMMKQMYFTQS-UHFFFAOYSA-N Lithium Chemical compound [Li] WHXSMMKQMYFTQS-UHFFFAOYSA-N 0.000 description 3
- ZLMJMSJWJFRBEC-UHFFFAOYSA-N Potassium Chemical compound [K] ZLMJMSJWJFRBEC-UHFFFAOYSA-N 0.000 description 3
- 125000003545 alkoxy group Chemical group 0.000 description 3
- 125000000484 butyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])C([H])([H])[H] 0.000 description 3
- 229910052744 lithium Inorganic materials 0.000 description 3
- 229920001451 polypropylene glycol Polymers 0.000 description 3
- 229910052700 potassium Inorganic materials 0.000 description 3
- 239000011591 potassium Substances 0.000 description 3
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- 238000010526 radical polymerization reaction Methods 0.000 description 3
- 229910052708 sodium Inorganic materials 0.000 description 3
- 239000011734 sodium Substances 0.000 description 3
- SONHXMAHPHADTF-UHFFFAOYSA-M sodium;2-methylprop-2-enoate Chemical compound [Na+].CC(=C)C([O-])=O SONHXMAHPHADTF-UHFFFAOYSA-M 0.000 description 3
- 239000000052 vinegar Substances 0.000 description 3
- 235000021419 vinegar Nutrition 0.000 description 3
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 2
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 2
- BAPJBEWLBFYGME-UHFFFAOYSA-N Methyl acrylate Chemical compound COC(=O)C=C BAPJBEWLBFYGME-UHFFFAOYSA-N 0.000 description 2
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 description 2
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
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- 229910052784 alkaline earth metal Inorganic materials 0.000 description 2
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- 239000002518 antifoaming agent Substances 0.000 description 2
- 229910052791 calcium Inorganic materials 0.000 description 2
- 239000011575 calcium Substances 0.000 description 2
- ZBCBWPMODOFKDW-UHFFFAOYSA-N diethanolamine Chemical compound OCCNCCO ZBCBWPMODOFKDW-UHFFFAOYSA-N 0.000 description 2
- 238000011156 evaluation Methods 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 238000004898 kneading Methods 0.000 description 2
- 229910052749 magnesium Inorganic materials 0.000 description 2
- 239000011777 magnesium Substances 0.000 description 2
- 125000000956 methoxy group Chemical group [H]C([H])([H])O* 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N nitrogen Substances N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- QJGQUHMNIGDVPM-UHFFFAOYSA-N nitrogen group Chemical group [N] QJGQUHMNIGDVPM-UHFFFAOYSA-N 0.000 description 2
- XAEFZNCEHLXOMS-UHFFFAOYSA-M potassium benzoate Chemical compound [K+].[O-]C(=O)C1=CC=CC=C1 XAEFZNCEHLXOMS-UHFFFAOYSA-M 0.000 description 2
- 229910021487 silica fume Inorganic materials 0.000 description 2
- 159000000000 sodium salts Chemical class 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 230000002194 synthesizing effect Effects 0.000 description 2
- DNIAPMSPPWPWGF-GSVOUGTGSA-N (R)-(-)-Propylene glycol Chemical compound C[C@@H](O)CO DNIAPMSPPWPWGF-GSVOUGTGSA-N 0.000 description 1
- LCPVQAHEFVXVKT-UHFFFAOYSA-N 2-(2,4-difluorophenoxy)pyridin-3-amine Chemical compound NC1=CC=CN=C1OC1=CC=C(F)C=C1F LCPVQAHEFVXVKT-UHFFFAOYSA-N 0.000 description 1
- JHUFGBSGINLPOW-UHFFFAOYSA-N 3-chloro-4-(trifluoromethoxy)benzoyl cyanide Chemical compound FC(F)(F)OC1=CC=C(C(=O)C#N)C=C1Cl JHUFGBSGINLPOW-UHFFFAOYSA-N 0.000 description 1
- KLZKFLZXXCFEMZ-UHFFFAOYSA-N C(CC)OCCOCCO.C(C(C)O)O Chemical compound C(CC)OCCOCCO.C(C(C)O)O KLZKFLZXXCFEMZ-UHFFFAOYSA-N 0.000 description 1
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 description 1
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical group C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- IAYPIBMASNFSPL-UHFFFAOYSA-N Ethylene oxide Chemical compound C1CO1 IAYPIBMASNFSPL-UHFFFAOYSA-N 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 238000004378 air conditioning Methods 0.000 description 1
- 229910001854 alkali hydroxide Inorganic materials 0.000 description 1
- 150000008044 alkali metal hydroxides Chemical class 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 229910000147 aluminium phosphate Inorganic materials 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 210000004556 brain Anatomy 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000007795 chemical reaction product Substances 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 229920001577 copolymer Polymers 0.000 description 1
- MSJMDZAOKORVFC-UAIGNFCESA-L disodium maleate Chemical compound [Na+].[Na+].[O-]C(=O)\C=C/C([O-])=O MSJMDZAOKORVFC-UAIGNFCESA-L 0.000 description 1
- TVACALAUIQMRDF-UHFFFAOYSA-N dodecyl dihydrogen phosphate Chemical compound CCCCCCCCCCCCOP(O)(O)=O TVACALAUIQMRDF-UHFFFAOYSA-N 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 150000002148 esters Chemical class 0.000 description 1
- 125000001301 ethoxy group Chemical group [H]C([H])([H])C([H])([H])O* 0.000 description 1
- 125000001495 ethyl group Chemical group [H]C([H])([H])C([H])([H])* 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 125000000959 isobutyl group Chemical group [H]C([H])([H])C([H])(C([H])([H])[H])C([H])([H])* 0.000 description 1
- 125000001972 isopentyl group Chemical group [H]C([H])([H])C([H])(C([H])([H])[H])C([H])([H])C([H])([H])* 0.000 description 1
- 125000003253 isopropoxy group Chemical group [H]C([H])([H])C([H])(O*)C([H])([H])[H] 0.000 description 1
- 125000001449 isopropyl group Chemical group [H]C([H])([H])C([H])(*)C([H])([H])[H] 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- FPYJFEHAWHCUMM-UHFFFAOYSA-N maleic anhydride Chemical compound O=C1OC(=O)C=C1 FPYJFEHAWHCUMM-UHFFFAOYSA-N 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 150000002734 metacrylic acid derivatives Chemical class 0.000 description 1
- 230000003472 neutralizing effect Effects 0.000 description 1
- 239000003960 organic solvent Substances 0.000 description 1
- 125000001147 pentyl group Chemical group C(CCCC)* 0.000 description 1
- KJFMBFZCATUALV-UHFFFAOYSA-N phenolphthalein Chemical compound C1=CC(O)=CC=C1C1(C=2C=CC(O)=CC=2)C2=CC=CC=C2C(=O)O1 KJFMBFZCATUALV-UHFFFAOYSA-N 0.000 description 1
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 125000002572 propoxy group Chemical group [*]OC([H])([H])C(C([H])([H])[H])([H])[H] 0.000 description 1
- 125000001436 propyl group Chemical group [H]C([*])([H])C([H])([H])C([H])([H])[H] 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- CHQMHPLRPQMAMX-UHFFFAOYSA-L sodium persulfate Substances [Na+].[Na+].[O-]S(=O)(=O)OOS([O-])(=O)=O CHQMHPLRPQMAMX-UHFFFAOYSA-L 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/40—Surface-active agents, dispersants
- C04B2103/408—Dispersants
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/46—Water-loss or fluid-loss reducers, hygroscopic or hydrophilic agents, water retention agents
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/34—Non-shrinking or non-cracking materials
Abstract
Description
本発明は収縮低減性ＡＥコンクリート組成物に関する。近年、ＡＥコンクリート組成物に対する高品質化や高耐久性化の要求がますます強くなっている。かかる要求に応えるためには、ＡＥコンクリート組成物が優れた流動性を有し、また得られる硬化体が優れた圧縮強度を発現することを前提として、１）ＡＥコンクリート組成物から得られる硬化体の乾燥収縮率が低いこと、２）ＡＥコンクリート組成物から得られる硬化体の凍結融解作用に対する抵抗性が強いこと、３）ＡＥコンクリート組成物から得られる硬化体の中性化速度が遅いこと、以上の１）〜３）の多機能を同時に備えることが必要である。本発明は、以上のような多機能を同時に備える収縮低減性ＡＥコンクリート組成物に関する。 The present invention relates to shrinkage-reducing AE concrete compositions. In recent years, there has been an increasing demand for higher quality and higher durability for AE concrete compositions. In order to meet such requirements, 1) a hardened body obtained from the AE concrete composition on the premise that the AE concrete composition has excellent fluidity and the obtained hardened body exhibits excellent compressive strength. 2) low shrinkage of drying, 2) strong resistance to freeze-thaw action of the cured product obtained from the AE concrete composition, 3) slow neutralization rate of the cured product obtained from the AE concrete composition, It is necessary to simultaneously provide the above-described functions 1) to 3). The present invention relates to a shrinkage-reducing AE concrete composition having the above multiple functions at the same time.
従来、コンクリート組成物に優れた流動性を付与すると共に得られる硬化体に優れた圧縮強度を発現させる混和剤として、ポリカルボン酸系化合物を主成分とする各種のセメント分散剤が知られている。またコンクリート組成物から得られる硬化体の乾燥収縮率を低減する混和剤として、各種の乾燥収縮低減剤も知られている（例えば特許文献１及び２参照）。更にＡＥコンクリート組成物用のものとしては、ＡＥコンクリート組成物に優れた流動性を付与すると共に得られる硬化体の乾燥収縮率を低くする混和剤も知られている（例えば特許文献３及び４参照）。 Conventionally, various cement dispersants mainly composed of polycarboxylic acid compounds are known as admixtures that impart excellent fluidity to concrete compositions and develop excellent compressive strength in the resulting cured bodies. . Various dry shrinkage reducing agents are also known as admixtures that reduce the drying shrinkage rate of a cured product obtained from a concrete composition (see, for example, Patent Documents 1 and 2). Further, as an AE concrete composition, an admixture that imparts excellent fluidity to the AE concrete composition and lowers the drying shrinkage of the obtained cured product is also known (see, for example, Patent Documents 3 and 4). ).
しかし、これら従来の混和剤を用いてＡＥコンクリート組成物を調製しても、得られる硬化体の乾燥収縮率を低くし、また凍結融解作用に対する抵抗性を強くして、更に中性化速度を遅くする上で、満足するには至っていないというのが実情である。
本発明が解決しようとする課題は、調製したＡＥコンクリート組成物が優れた流動性を有し、また得られる硬化体が優れた圧縮強度を発現することに加えて、１）得られる硬化体の乾燥収縮率が低いこと、２）得られる硬化体の凍結融解作用に対する抵抗性が強いこと、３）得られる硬化体の中性化速度が遅いこと、以上の１）〜３）の多機能を同時に充足する収縮低減性ＡＥコンクリート組成物を提供する処にある。 The problems to be solved by the present invention include that the prepared AE concrete composition has excellent fluidity, and that the obtained cured product exhibits excellent compressive strength. Low drying shrinkage, 2) strong resistance to freeze-thaw action of the resulting cured product, 3) slow neutralization rate of the resulting cured product, the above 1) to 3) The present invention provides a shrinkage-reducing AE concrete composition that satisfies the requirements simultaneously.
しかして本発明者らは、前記の課題を解決するべく研究した結果、特定のセメント分散剤、乾燥収縮低減剤及び空気量調節剤を所定量用いて、水／セメント比及び連行空気（ＡＥ）量を所定範囲内に調製した収縮低減性ＡＥコンクリート組成物が正しく好適であることを見出した。 As a result, the present inventors have studied to solve the above-mentioned problems. As a result, the water / cement ratio and the entrained air (AE) are used by using a predetermined amount of a specific cement dispersant, a drying shrinkage reducing agent, and an air amount adjusting agent. It has been found that a shrinkage-reducing AE concrete composition whose amount is adjusted within a predetermined range is correctly suitable.
すなわち本発明は、セメント、水、細骨材、粗骨材、セメント分散剤、乾燥収縮低減剤及び空気量調節剤を含有する連行空気量が３〜８容量％の収縮低減性ＡＥコンクリート組成物であって、水／セメント比が３５〜６５％であり、且つセメント１００質量部当たり下記のセメント分散剤を０．１〜１．５質量部、下記の乾燥収縮低減剤を０．５〜１０質量部及び下記の空気量調節剤を０．０１〜１．０質量部の割合で含有して成ることを特徴とする収縮低減性ＡＥコンクリート組成物に係る。 That is, the present invention relates to a shrinkage-reducing AE concrete composition having an entrained air amount of 3 to 8% by volume containing cement, water, fine aggregate, coarse aggregate, cement dispersant, drying shrinkage reducing agent and air amount adjusting agent. The water / cement ratio is 35 to 65%, the following cement dispersant is 0.1 to 1.5 parts by mass, and the following drying shrinkage reducing agent is 0.5 to 10 per 100 parts by mass of cement. The present invention relates to a shrinkage-reducing AE concrete composition comprising a mass part and the following air amount regulator in a proportion of 0.01 to 1.0 part by mass.
セメント分散剤：下記のセメント分散剤Ａ及び下記のセメント分散剤Ｂから選ばれる一つ又は二つ以上 Cement dispersant: one or more selected from the following cement dispersant A and cement dispersant B below
セメント分散剤Ａ：分子中に下記の構成単位Ｄを４５〜８５モル％、下記の構成単位Ｅを１５〜５５モル％及び下記の構成単位Ｆを０〜５モル％（合計１００モル％）の割合で有する質量平均分子量２０００〜７００００の水溶性ビニル共重合体
構成単位Ｄ：メタアクリル酸から形成された構成単位及びメタアクリル酸塩から形成された構成単位から選ばれる一つ又は二つ以上
構成単位Ｅ：分子中に炭素数１〜３のアルキル基と５〜１００個のオキシエチレン単位で構成されたポリオキシエチレン基とを有するアルコキシポリエチレングリコールメタクリレートから形成された構成単位
構成単位Ｆ：（メタ）アリルスルホン酸塩から形成された構成単位及びメチル（メタ）アクリレートから形成された構成単位から選ばれる一つ又は二つ以上
Cement dispersant A: 45 to 85 mol% of the following structural unit D in the molecule, 15 to 55 mol% of the following structural unit E, and 0 to 5 mol% of the following structural unit F (100 mol% in total). Water-soluble vinyl copolymer having a weight average molecular weight of 2000 to 70000 in proportion Structural unit D: One or two or more selected from structural units formed from methacrylic acid and structural units formed from methacrylic acid salt Unit E: a structural unit formed from an alkoxy polyethylene glycol methacrylate having in its molecule an alkyl group having 1 to 3 carbon atoms and a polyoxyethylene group composed of 5 to 100 oxyethylene units. Structural unit F: (meta ) One or two or more selected from structural units formed from allyl sulfonate and structural units formed from methyl (meth) acrylate
セメント分散剤Ｂ：分子中に下記の構成単位Ｇを４０〜６０モル％及び下記の構成単位Ｈを４０〜６０モル％（合計１００モル％）の割合で有する質量平均分子量２０００〜５００００の水溶性ビニル共重合体
構成単位Ｇ：マレイン酸から形成された構成単位及びマレイン酸塩から形成された構成単位から選ばれる一つ又は二つ以上
構成単位Ｈ：いずれも分子中に５〜１００個のオキシエチレン単位で構成されたポリオキシエチレン基を有するものである、α−アリル−ω−メチル−ポリオキシエチレンから形成された構成単位及びα−アリル−ω−ヒドロキシ−ポリオキシエチレンから形成された構成単位から選ばれる一つ又は二つ以上
Cement dispersant B: Water-soluble having a weight average molecular weight of 2000 to 50000 having the following constitutional unit G in the molecule in a proportion of 40 to 60 mol% and the following constitutional unit H in a proportion of 40 to 60 mol% (total 100 mol%). Vinyl copolymer Structural unit G: One or more selected from a structural unit formed from maleic acid and a structural unit formed from maleate Structural unit H: 5 to 100 oxy in the molecule A constitutional unit formed from α-allyl-ω-methyl-polyoxyethylene and a constitution formed from α-allyl-ω-hydroxy-polyoxyethylene having a polyoxyethylene group composed of ethylene units One or more selected from units
乾燥収縮低減剤：下記の化１で示される（ポリ）アルキレングリコールモノアルキルエーテル Drying shrinkage reducing agent: (poly) alkylene glycol monoalkyl ether represented by the following chemical formula 1
化１において、
Ｒ１：炭素数３〜５のアルキル基
Ａ１：分子中に１〜５個のオキシエチレン単位のみ又は合計２〜７個のオキシエチレン単位とオキシプロピレン単位とで構成された（ポリ）オキシアルキレン基を有する（ポリ）アルキレングリコールから全ての水酸基を除いた残基
In chemical formula 1,
R 1 : Alkyl group having 3 to 5 carbon atoms A 1 : (Poly) oxyalkylene composed of only 1 to 5 oxyethylene units or a total of 2 to 7 oxyethylene units and oxypropylene units in the molecule Residues obtained by removing all hydroxyl groups from a (poly) alkylene glycol having a group
空気量調節剤：下記の化２で示される有機リン酸エステルを５〜９０質量％、下記の化３で示されるポリエーテル化合物を０．０１〜１０質量％及び下記のポリビニール系水溶性重合体を５〜９４．９９質量％（合計１００質量％）の割合で含有して成る混合物 Air amount adjusting agent: 5 to 90% by mass of the organic phosphate ester represented by the following chemical formula 2, 0.01 to 10% by mass of the polyether compound represented by the chemical formula 3 and the following polyvinyl-based water-soluble heavy A mixture comprising 5 to 94.99% by mass (total 100% by mass) of the coalescence
化２及び化３において、
Ｒ２：炭素数８〜１８のアルキル基
Ｒ３：炭素数８〜２０の脂肪族炭化水素基
Ｍ１，Ｍ２：水素原子、アルカリ金属又は有機アミン
Ａ２：分子中に合計２３〜７０個のオキシエチレン単位とオキシプロピレン単位とがブロック状に結合したポリオキシアルキレン基を有するポリアルキレングリコールから全ての水酸基を除いた残基
In Chemical Formula 2 and Chemical Formula 3,
R 2 : Alkyl group having 8 to 18 carbon atoms R 3 : Aliphatic hydrocarbon group having 8 to 20 carbon atoms M 1 , M 2 : Hydrogen atom, alkali metal or organic amine A 2 : Total 23 to 70 in the molecule Residues obtained by removing all hydroxyl groups from a polyalkylene glycol having a polyoxyalkylene group in which oxyethylene units and oxypropylene units are bonded in block form
ポリビニール系水溶性重合体：ポリ酢酸ビニルから合成された鹸化度８０〜９５モル％のポリビニルアルコール Polyvinyl-based water-soluble polymer: polyvinyl alcohol synthesized from polyvinyl acetate and having a saponification degree of 80 to 95 mol%
本発明に係る収縮低減性ＡＥコンクリート組成物（以下、単に本発明のＡＥコンクリート組成物という）はセメント、水、細骨材、粗骨材、セメント分散剤、乾燥収縮低減剤及び空気量調節剤を含有して成るものである。これらのうちで、本発明のＡＥコンクリート組成物に供するセメント分散剤は、１）セメント分散剤Ａ、２）セメント分散剤Ｂ、３）セメント分散剤Ａとセメント分散剤Ｂとの混合物が挙げられる。 The shrinkage-reducing AE concrete composition according to the present invention (hereinafter simply referred to as the AE concrete composition of the present invention) is cement, water, fine aggregate, coarse aggregate, cement dispersant, drying shrinkage reducing agent, and air amount adjusting agent. It contains. Among these, the cement dispersant used for the AE concrete composition of the present invention includes 1) cement dispersant A, 2) cement dispersant B, and 3) a mixture of cement dispersant A and cement dispersant B. .
セメント分散剤Ａとしては、１）構成単位Ｄと構成単位Ｅとで構成された水溶性ビニル共重合体から成るセメント分散剤、２）構成単位Ｄと構成単位Ｅと構成単位Ｆとで構成された水溶性ビニル共重合体から成るセメント分散剤が挙げられる。 The cement dispersant A is composed of 1) a cement dispersant made of a water-soluble vinyl copolymer composed of a structural unit D and a structural unit E, and 2) composed of a structural unit D, a structural unit E, and a structural unit F. And a cement dispersant made of a water-soluble vinyl copolymer.
構成単位Ｄとしては、１）メタクリル酸から形成された構成単位、２）メタクリル酸塩から形成された構成単位、３）メタクリル酸から形成された構成単位とメタクリル酸塩から形成された構成単位の双方が挙げられる。ここでメタクリル酸塩から形成された構成単位としては、イ）メタクリル酸のリチウム、ナトリウム、カリウム等のアルカリ金属塩から形成された構成単位、ロ）メタクリル酸のカルシウム、マグネシウム等のアルカリ土類金属塩から形成された構成単位、ハ）メタクリル酸のジエタノールアミン、トリエタノールアミン等の有機アミン塩から形成された構成単位等が挙げられる。なかでも、構成単位Ｄとしては、メタクリル酸塩から形成された構成単位が好ましく、メタクリル酸ナトリウムから形成された構成単位がより好ましい。 The structural unit D includes 1) a structural unit formed from methacrylic acid, 2) a structural unit formed from methacrylate, 3) a structural unit formed from methacrylic acid, and a structural unit formed from methacrylate. Both are mentioned. The structural units formed from methacrylates are as follows: a) structural units formed from alkali metal salts such as lithium, sodium and potassium of methacrylic acid, and b) alkaline earth metals such as calcium and magnesium of methacrylic acid. Structural units formed from salts, c) structural units formed from organic amine salts such as diethanolamine and triethanolamine of methacrylic acid. Especially, as the structural unit D, the structural unit formed from the methacrylate is preferable, and the structural unit formed from sodium methacrylate is more preferable.
構成単位Ｅは、分子中に炭素数１〜３のアルキル基と５〜１００個のオキシエチレン単位で構成されたポリオキシエチレン基とを有するアルコキシポリエチレングリコールメタクリレートから形成された構成単位である。かかるアルコキシポリエチレングリコールメタクリレートから形成された構成単位としては、メトキシポリエチレングリコールメタクリレートから形成された構成単位、エトキシポリエチレングリコールメタクリレートから形成された構成単位、プロポキシポリエチレングリコールメタクリレートから形成された構成単位、イソプロポキシポリエチレングリコールメタクリレートから形成された構成単位等が挙げられる。なかでも、構成単位Ｅとしては、分子中に７〜７５個のオキシエチレン単位で構成されたポリオキシエチレン基を有するメトキシポリエチレングリコールメタクリレートから形成された構成単位が好ましい。 The structural unit E is a structural unit formed from an alkoxy polyethylene glycol methacrylate having in the molecule an alkyl group having 1 to 3 carbon atoms and a polyoxyethylene group composed of 5 to 100 oxyethylene units. The structural units formed from such alkoxy polyethylene glycol methacrylate include structural units formed from methoxy polyethylene glycol methacrylate, structural units formed from ethoxy polyethylene glycol methacrylate, structural units formed from propoxy polyethylene glycol methacrylate, and isopropoxy polyethylene. Examples include structural units formed from glycol methacrylate. Especially, as the structural unit E, the structural unit formed from the methoxy polyethyleneglycol methacrylate which has the polyoxyethylene group comprised by 7-75 oxyethylene units in a molecule | numerator is preferable.
構成単位Ｆとしては、１）（メタ）アリルスルホン酸塩から形成された構成単位、２）メチル（メタ）アクリレートから形成された構成単位、３）（メタ）アリルスルホン酸塩から形成された構成単位とメチル（メタ）アクリレートから形成された構成単位の双方が挙げられる。かかる（メタ）アリルスルホン酸塩から形成された構成単位としては、アリルスルホン酸塩から形成された構成単位、メタリルスルホン酸塩から形成された構成単位が挙げられ、また塩としてはリチウム、ナトリウム、カリウム等のアルカリ金属塩が挙げられるが、ナトリウム塩が好ましい。 As the structural unit F, 1) a structural unit formed from (meth) allyl sulfonate, 2) a structural unit formed from methyl (meth) acrylate, and 3) a structure formed from (meth) allyl sulfonate. Both a unit and the structural unit formed from methyl (meth) acrylate are mentioned. Examples of the structural unit formed from such (meth) allyl sulfonate include a structural unit formed from allyl sulfonate and a structural unit formed from methallyl sulfonate. Examples of the salt include lithium and sodium. And alkali metal salts such as potassium, sodium salt is preferred.
セメント分散剤Ａが以上説明したような構成単位Ｄと構成単位Ｅとで構成された水溶性ビニル共重合体から成る場合、かかる水溶性ビニル共重合体は分子中に構成単位Ｄを４５〜８５モル％、構成単位Ｅを１５〜５５モル％（合計１００モル％）の割合で有するものとするが、構成単位Ｄを５０〜８０モル％、構成単位Ｅを２０〜５０モル％（合計１００モル％）の割合で有するものとするのが好ましい。またセメント分散剤Ａが以上説明したような構成単位Ｄと構成単位Ｅと構成単位Ｆとで構成された水溶性ビニル共重合体から成る場合、かかる水溶性ビニル共重合体は分子中に構成単位Ｄを４５〜８５モル％、構成単位Ｅを１５〜５５モル％、構成単位Ｆを５モル％以下（合計１００モル％）の割合で有するものとするが、構成単位Ｄを５０〜８０モル％、構成単位Ｅを２０〜５０モル％、構成単位Ｆを０．３〜４．５モル％（合計１００モル％）の割合で有するものとするのが好ましい。いずれの場合も、以上説明した水溶性ビニル共重合体は、質量平均分子量が２０００〜７００００のものとするが、３０００〜５００００のものとするのが好ましい。 When the cement dispersant A is composed of a water-soluble vinyl copolymer composed of the structural unit D and the structural unit E as described above, the water-soluble vinyl copolymer contains 45 to 85 structural units D in the molecule. It is assumed that the structural unit E has a proportion of 15 to 55 mol% (total 100 mol%), the structural unit D is 50 to 80 mol%, the structural unit E is 20 to 50 mol% (total 100 mol) %) Is preferable. Further, when the cement dispersant A is composed of a water-soluble vinyl copolymer composed of the structural unit D, the structural unit E, and the structural unit F as described above, the water-soluble vinyl copolymer has a structural unit in the molecule. It is assumed that D is 45 to 85 mol%, the structural unit E is 15 to 55 mol%, and the structural unit F is 5 mol% or less (total 100 mol%), but the structural unit D is 50 to 80 mol%. The structural unit E preferably has a proportion of 20 to 50 mol% and the structural unit F has a proportion of 0.3 to 4.5 mol% (100 mol% in total). In any case, the water-soluble vinyl copolymer described above has a mass average molecular weight of 2000 to 70000, but preferably 3000 to 50000.
セメント分散剤Ｂは、構成単位Ｇと構成単位Ｈとで構成された水溶性ビニル共重合体から成るセメント分散剤である。構成単位Ｇとしては、１）マレイン酸から形成された構成単位、２）マレイン酸塩から形成された構成単位、３）マレイン酸から形成された構成単位とマレイン酸塩から形成された構成単位の双方が挙げられる。ここでマレイン酸塩から形成された構成単位としては、イ）マレイン酸のリチウム、ナトリウム、カリウム等のアルカリ金属塩から形成された構成単位、ロ）マレイン酸のカルシウム、マグネシウム等のアルカリ土類金属塩から形成された構成単位、ハ）マレイン酸のジエタノールアミン、トリエタノールアミン等の有機アミン塩から形成された構成単位等が挙げられるが、なかでもマレイン酸のアルカリ金属塩から形成された構成単位が好ましく、マレイン酸のナトリウム塩から形成された構成単位がより好ましい。 The cement dispersant B is a cement dispersant made of a water-soluble vinyl copolymer composed of the structural unit G and the structural unit H. As the structural unit G, 1) a structural unit formed from maleic acid, 2) a structural unit formed from maleate, 3) a structural unit formed from maleic acid, and a structural unit formed from maleate Both are mentioned. Here, the structural units formed from maleate include: i) structural units formed from alkali metal salts such as lithium, sodium and potassium of maleic acid; and b) alkaline earth metals such as calcium and magnesium of maleic acid. Structural units formed from salts; c) structural units formed from organic amine salts such as diethanolamine and triethanolamine of maleic acid. Among them, structural units formed from alkali metal salts of maleic acid Preferably, a structural unit formed from a sodium salt of maleic acid is more preferable.
構成単位Ｈとしては、１）分子中に５〜１００個のオキシエチレン単位で構成されたポリオキシエチレン基を有するα−アリル−ω−メチル−ポリオキシエチレンから形成された構成単位、２）分子中に５〜１００個のオキシエチレン単位で構成されたポリオキシエチレン基を有するα−アリル−ω−ヒドロキシ−ポリオキシエチレンから形成された構成単位、３）前記１）の構成単位と前記２）の構成単位の双方が挙げられる。なかでも、構成単位Ｈとしては、分子中に１２〜８０個のオキシエチレン単位で構成されたポリオキシエチレン基を有するα−アリル−ω−メチル−ポリオキシエチレンから形成された構成単位が好ましい。 As the structural unit H, 1) a structural unit formed from α-allyl-ω-methyl-polyoxyethylene having a polyoxyethylene group composed of 5 to 100 oxyethylene units in the molecule, and 2) a molecule A structural unit formed from α-allyl-ω-hydroxy-polyoxyethylene having a polyoxyethylene group composed of 5 to 100 oxyethylene units therein, 3) the structural unit of 1) and 2) Both of these structural units are mentioned. Among these, as the structural unit H, a structural unit formed from α-allyl-ω-methyl-polyoxyethylene having a polyoxyethylene group composed of 12 to 80 oxyethylene units in the molecule is preferable.
セメント分散剤Ｂは、分子中に以上説明したような構成単位Ｇを４０〜６０モル％、構成単位Ｈを４０〜６０モル％（合計１００モル％）の割合で有する水溶性ビニル共重合体とするが、構成単位Ｇを４５〜５５モル％、構成単位Ｈを５５〜４５モル％（合計１００モル％）の割合で有する水溶性ビニル共重合体とするのが好ましい。セメント分散剤Ｂとして供する以上説明した水溶性ビニル共重合体は、質量平均分子量が２０００〜５００００のものとするが、３０００〜４００００のものとするのが好ましい。 The cement dispersant B includes a water-soluble vinyl copolymer having 40 to 60 mol% of the structural unit G and 40 to 60 mol% (100 mol% in total) of the structural unit H as described above in the molecule. However, a water-soluble vinyl copolymer having a constitutional unit G of 45 to 55 mol% and a constitutional unit H of 55 to 45 mol% (100 mol% in total) is preferable. The water-soluble vinyl copolymer described above used as the cement dispersant B has a mass average molecular weight of 2000 to 50000, but preferably 3000 to 40000.
以上説明したセメント分散剤ＡやＢそれ自体は公知の方法で合成できる。例えば、セメント分散剤Ａの合成には、特開昭５８−７４５５２号公報や特開平１−２２６７５７号公報に記載されているような方法が適用できる。またセメント分散剤Ｂの合成には、特公昭５８−３８３８０号公報や特開２００５−１３２９５５号公報に記載されているような方法が適用できる。 The cement dispersants A and B described above can be synthesized by a known method. For example, methods such as those described in JP-A-58-74552 and JP-A-1-226757 can be applied to the synthesis of the cement dispersant A. For the synthesis of the cement dispersant B, methods described in Japanese Patent Publication No. 58-38380 and Japanese Patent Application Laid-Open No. 2005-132955 can be applied.
本発明のＡＥコンクリート組成物に供する乾燥収縮低減剤は、化１で示される（ポリ）アルキレングリコールモノアルキルエーテルである。化１中のＲ１は炭素数３〜５のアルキル基である。これには例えは、メチル基、エチル基、プロピル基、イソプロピル基、ノルマルブチル基、イソブチル基、セカンダリーブチル基、ターシャリーブチル基、ペンチル基、イソペンチル基等が挙げられるが、なかでもノルマルブチル基が好ましい。また化１中のＡ１は、１）分子中に１〜５個のオキシエチレン単位のみで構成された（ポリ）オキシエチレン基を有する（ポリ）エチレングリコールから全ての水酸基を除いた残基、２）分子中に合計２〜７個のオキシエチレン単位とオキシプロピレン単位とで構成されたポリオキシアルキレン基を有するポリアルキレングリコールから全ての水酸基を除いた残基である。ここで、オキシエチレン単位とオキシプロピレン単位の結合様式はランダム状でもブロック状でもよい。以上説明した乾燥収縮低減剤のなかでもジエチレングリコールモノブチルエーテル、ジプロピレングリコールジエチレングリコールモノブチルエーテルが好ましい。 The drying shrinkage reducing agent provided to the AE concrete composition of the present invention is a (poly) alkylene glycol monoalkyl ether represented by Chemical Formula 1. R 1 in Chemical Formula 1 is an alkyl group having 3 to 5 carbon atoms. Examples thereof include a methyl group, an ethyl group, a propyl group, an isopropyl group, a normal butyl group, an isobutyl group, a secondary butyl group, a tertiary butyl group, a pentyl group, and an isopentyl group. Is preferred. A 1 in Chemical Formula 1 is a residue obtained by removing all hydroxyl groups from (poly) ethylene glycol having a (poly) oxyethylene group composed of only 1 to 5 oxyethylene units in the molecule, 2) A residue obtained by removing all hydroxyl groups from a polyalkylene glycol having a polyoxyalkylene group composed of a total of 2 to 7 oxyethylene units and oxypropylene units in the molecule. Here, the bonding mode of the oxyethylene unit and the oxypropylene unit may be random or block. Of the drying shrinkage reducing agents described above, diethylene glycol monobutyl ether and dipropylene glycol diethylene glycol monobutyl ether are preferable.
本発明のＡＥコンクリート組成物に供する空気量調節剤は、化２で示される有機リン酸エステルと化３で示されるポリエーテル化合物とポリビニール系水溶性重合体とから成る混合物である。 The air amount adjusting agent provided to the AE concrete composition of the present invention is a mixture comprising an organic phosphate ester represented by Chemical Formula 2, a polyether compound represented by Chemical Formula 3, and a polyvinyl-based water-soluble polymer.
化２で示される有機リン酸エステルにおいて、化２中のＲ２は炭素数８〜１８のアルキル基とするが、炭素数８〜１６のアルキル基が好ましい。また化２中のＭ１及びＭ２は水素原子、アルカリ金属又は有機アミンである。したがって、化２で示される有機リン酸エステルには、アルキルリン酸モノエステル、該アルキルリン酸モノエステルの塩が含まれる。 In the organic phosphate ester represented by Chemical Formula 2 , R 2 in Chemical Formula 2 is an alkyl group having 8 to 18 carbon atoms, preferably an alkyl group having 8 to 16 carbon atoms. M 1 and M 2 in Chemical Formula 2 are a hydrogen atom, an alkali metal, or an organic amine. Therefore, the organic phosphate ester represented by Chemical Formula 2 includes alkyl phosphate monoesters and salts of the alkyl phosphate monoesters.
化２で示される有機リン酸エステルそれ自体は公知の方法で合成できる。例えば、炭素数８〜１８の高級アルコールに無水リン酸を反応させた後、有機溶媒を用いて再結晶することにより、アルキルリン酸モノエステルを合成する方法が挙げられ、またこのアルキルリン酸モノエステルを水酸化アルカリで中和することにより、アルキルリン酸モノエステルのアルカリ金属塩を合成する方法が挙げられる。 The organic phosphate ester represented by Chemical Formula 2 can be synthesized by a known method. For example, a method of synthesizing an alkyl phosphate monoester by reacting a higher alcohol having 8 to 18 carbon atoms with anhydrous phosphoric acid and then recrystallizing using an organic solvent is exemplified. A method of synthesizing an alkali metal salt of an alkyl phosphate monoester by neutralizing the ester with an alkali hydroxide is mentioned.
化３で示されるポリエーテル化合物において、化３中のＲ３としては、１）炭素数８〜２０の飽和脂肪族炭化水素基、２）炭素数８〜２０の不飽和脂肪族炭化水素基が挙げられるが、炭素数１２〜１８の飽和脂肪族炭化水素基が好ましい。また化３中のＡ２は分子中にオキシエチレン単位とオキシプロピレン単位とで構成され且つ該オキシエチレン単位と該オキシプロピレン単位とがブロック状に結合したポリオキシアルキレン基を有するポリアルキレングリコールから全ての水酸基を除いた残基である。Ａ２を構成するオキシエチレン単位とオキシプロピレン単位の合計数は２３〜７０とするが、２５〜６０とするのが好ましい。 In the polyether compound represented by Chemical Formula 3 , R 3 in Chemical Formula 3 includes 1) a saturated aliphatic hydrocarbon group having 8 to 20 carbon atoms, and 2) an unsaturated aliphatic hydrocarbon group having 8 to 20 carbon atoms. Examples thereof include saturated aliphatic hydrocarbon groups having 12 to 18 carbon atoms. A 2 in Chemical Formula 3 is all composed of a polyalkylene glycol having a polyoxyalkylene group composed of oxyethylene units and oxypropylene units in the molecule and having the oxyethylene units and the oxypropylene units bonded in a block form. It is a residue excluding the hydroxyl group. The total number of oxyethylene units and oxypropylene units constituting A 2 is from 23 to 70, preferably from 25 to 60.
化３で示されるポリエーテル化合物それ自体は公知の方法で合成できる。例えば、炭素数８〜２０の脂肪族アルコール１モルに対してエチレンオキサイド及びプロピレンオキサイドを合計で２３〜７０モルの割合となるようブロック状に付加させる方法が挙げられる。 The polyether compound represented by Chemical Formula 3 can be synthesized by a known method. For example, there is a method in which ethylene oxide and propylene oxide are added in a block form so as to have a total ratio of 23 to 70 moles per mole of aliphatic alcohol having 8 to 20 carbon atoms.
空気量調節剤を構成するポリビニール系水溶性重合体は、ポリ酢酸ビニルから合成された鹸化度８０〜９５モル％のポリビニルアルコールである。なかでもその４質量％水溶液の２０℃における粘度が１〜５０ｍＰａ・ｓのものが好ましく、１〜３０ｍＰａ・ｓのものがより好ましい。 The polyvinyl-based water-soluble polymer constituting the air amount adjusting agent is polyvinyl alcohol synthesized from polyvinyl acetate and having a saponification degree of 80 to 95 mol%. Especially, the thing of 1-50 mPa * s of the viscosity in 20 degreeC of the 4 mass% aqueous solution is preferable, and the thing of 1-30 mPa * s is more preferable.
本発明のＡＥコンクリート組成物に供する空気量調節剤は、以上説明した化２で示される有機リン酸エステルと化３で示されるポリエーテル化合物とポリビニール系水溶性重合体とから成る混合物であって、化２で示される有機リン酸エステルを５〜９０質量％、好ましくは２０〜８０質量％、化３で示されるポリエーテル化合物を０．０１〜１０質量％、好ましくは０．１〜５質量％、及びポリビニール系水溶性重合体を５〜９４．９９質量％、好ましくは２０〜７９．９質量％（合計１００質量％）の割合で含有して成るものである。 The air amount adjusting agent provided to the AE concrete composition of the present invention is a mixture comprising the organic phosphate ester represented by Chemical Formula 2 described above, the polyether compound represented by Chemical Formula 3 and a polyvinyl water-soluble polymer. 5 to 90% by mass, preferably 20 to 80% by mass of the organic phosphate represented by Chemical Formula 2, 0.01 to 10% by mass, preferably 0.1 to 5% of the polyether compound represented by Chemical Formula 3 It contains 5 to 94.99% by mass, and preferably 20 to 79.9% by mass (total 100% by mass) of a water-soluble polymer based on mass%.
本発明のＡＥコンクリート組成物は、以上説明したようなセメント分散剤、乾燥収縮低減剤及び空気量調節剤の他に、セメント、水、細骨材及び粗骨材を含有して成るものである。セメントとしては、普通ポルトランドセメント、早強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等の各種ポルトランドセメントの他に、高炉セメント、フライアッシュセメント、シリカフュームセメント等の各種混合セメント、更には超早強セメントやアルミナセメント等が挙げられる。必要に応じて、フライアッシュ、高炉スラグ微粉末、シリカフューム微粉末等の潜在水硬性物質、石灰石微粉末等を併用することもできる。細骨材としては、川砂、山砂、海砂、砕砂等が挙げられ、粗骨材としては、川砂利、砕石、軽量骨材等が挙げられる。 The AE concrete composition of the present invention comprises cement, water, fine aggregate and coarse aggregate in addition to the cement dispersant, the drying shrinkage reducing agent and the air amount adjusting agent as described above. . As cement, various portland cements such as ordinary portland cement, early strong portland cement, medium heat portland cement, low heat portland cement, various mixed cements such as blast furnace cement, fly ash cement, silica fume cement, and super early strength. Examples thereof include cement and alumina cement. If necessary, latent hydraulic substances such as fly ash, blast furnace slag fine powder, silica fume fine powder, limestone fine powder and the like can be used in combination. Examples of fine aggregates include river sand, mountain sand, sea sand, and crushed sand. Examples of coarse aggregates include river gravel, crushed stone, and lightweight aggregate.
本発明のＡＥコンクリート組成物は、セメント１００質量部当たり、前記したセメント分散剤を０．１〜１．５質量部、好ましくは０．１５〜０．８質量部、前記した乾燥収縮低減剤を０．５〜１０質量部、好ましくは１〜６質量部、及び前記した空気調節剤を０．０１〜１．０質量部、好ましくは０．０２〜０．４質量部の割合で含有するものとする。 The AE concrete composition of the present invention comprises 0.1 to 1.5 parts by mass, preferably 0.15 to 0.8 parts by mass of the above-described cement dispersant, and 100 to 100 parts by mass of the cement. 0.5 to 10 parts by mass, preferably 1 to 6 parts by mass, and the air conditioning agent described above in a proportion of 0.01 to 1.0 parts by mass, preferably 0.02 to 0.4 parts by mass And
また本発明のＡＥコンクリート組成物において、連行空気量は３〜８容量％とするが、４〜７容量％とするのが好ましい。 In the AE concrete composition of the present invention, the amount of entrained air is 3 to 8% by volume, preferably 4 to 7% by volume.
更に本発明のＡＥコンクリート組成物において、水／セメント比は３５〜６５％とするが、４０〜５５％とするのが好ましい。 Further, in the AE concrete composition of the present invention, the water / cement ratio is 35 to 65%, preferably 40 to 55%.
更にまた本発明のＡＥコンクリート組成物は、得られる硬化体の圧縮強度が材齢２８日で２０〜５５Ｎ／mm２の範囲内となるものが好ましく、また得られる硬化体の気泡間隔係数が１００〜３５０μｍの範囲内となるものが好ましい。 Furthermore, the AE concrete composition of the present invention preferably has a compressive strength of the obtained cured product within a range of 20 to 55 N / mm 2 at a material age of 28 days, and the obtained cured product has a cell spacing coefficient of 100. Those within the range of ˜350 μm are preferable.
本発明のＡＥコンクリート組成物は、公知の方法で調製できるが、一方でセメント、水、細骨材及び粗骨材をミキサーで空練りし、他方でセメント分散剤、乾燥収縮低減剤及び空気連行剤を練り混ぜ水で希釈して、しかる後に双方を練り混ぜる方法が好ましい。本発明のＡＥコンクリート組成物の調製に際しては、本発明の効果を損なわない範囲内で、凝結促進剤、凝結遅延剤、防水剤、防腐剤、防錆剤等の他の添加剤を併用することができる。 The AE concrete composition of the present invention can be prepared by a known method. On the other hand, cement, water, fine aggregate and coarse aggregate are kneaded with a mixer, and on the other hand, cement dispersant, drying shrinkage reducing agent and air entrainment. It is preferable to knead the agent and dilute with water, and then knead both. When preparing the AE concrete composition of the present invention, other additives such as a setting accelerator, a setting retarder, a waterproofing agent, an antiseptic, and a rust-preventing agent are used in combination as long as the effects of the present invention are not impaired. Can do.
本発明のＡＥコンクリート組成物は、優れた流動性を有すると共に得られる硬化体が優れた圧縮強度を発現し、しかもその上で得られる硬化体の乾燥収縮率が低く、また得られる硬化体の凍結融解作用に対する抵抗性が強く、更に得られる硬化体の中性化速度が遅いという多機能を同時に充足する。 The AE concrete composition of the present invention has excellent fluidity and the obtained cured product exhibits excellent compressive strength, and the cured product obtained thereon has a low drying shrinkage rate. Simultaneously fulfills the multiple functions of strong resistance to freezing and thawing action and a slow neutralization rate of the resulting cured product.
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, in order to make the configuration and effects of the present invention more specific, examples and the like will be described. However, the present invention is not limited to the examples. In the following examples and the like, unless otherwise indicated,% means mass%, and part means mass part.
試験区分１（セメント分散剤としての水溶性ビニル共重合体の合成）
・水溶性ビニル共重合体（Ａ−１）の合成
メタクリル酸５７ｇ、メトキシポリ（オキシエチレン単位が２３個、以下ｎ＝２３）エチレングリコールメタクリレート３１３ｇ及びメタリルスルホン酸ナトリウム６．５ｇ、３−メルカプトプロピオン酸４．５ｇ及び水５４０ｇを反応容器に仕込んだ後、４８％水酸化ナトリウム水溶液３３ｇを加え、攪拌しながら部分中和して均一に溶解した。反応容器内の雰囲気を窒素置換した後、反応系の温度を温水浴にて６０℃に保ち、過硫酸ナトリウムの２０％水溶液２５ｇを加えてラジカル重合反応を開始し、５時間反応を継続して反応を終了した。その後、４８％水酸化ナトリウム水溶液２６ｇを加えて反応物を完全中和し、水溶性ビニル共重合体（Ａ−１）の４０％水溶液を得た。水溶性ビニル共重合体（Ａ−１）を分析したところ、メタクリル酸ナトリウムから形成された構成単位／メトキシポリ（ｎ＝２３）エチレングリコールメタクリレートから形成された構成単位／メタリルスルホン酸ナトリウムから形成された構成単位＝６６／３０／４（モル％）の割合で有する質量平均分子量３２６００の水溶性ビニル共重合体であった。
Test Category 1 (Synthesis of water-soluble vinyl copolymer as cement dispersant)
Synthesis of water-soluble vinyl copolymer (A-1) 57 g of methacrylic acid, methoxypoly (23 oxyethylene units, hereinafter n = 23) 313 g of ethylene glycol methacrylate and 6.5 g of sodium methallylsulfonate, 3-mercaptopropion After charging 4.5 g of acid and 540 g of water into the reaction vessel, 33 g of 48% aqueous sodium hydroxide solution was added, and the mixture was partially neutralized with stirring and dissolved uniformly. After the atmosphere in the reaction vessel was replaced with nitrogen, the temperature of the reaction system was maintained at 60 ° C. in a warm water bath, 25 g of a 20% aqueous solution of sodium persulfate was added to start radical polymerization reaction, and the reaction was continued for 5 hours. The reaction was terminated. Thereafter, 26 g of a 48% sodium hydroxide aqueous solution was added to completely neutralize the reaction product, thereby obtaining a 40% aqueous solution of the water-soluble vinyl copolymer (A-1). When the water-soluble vinyl copolymer (A-1) was analyzed, it was formed from a structural unit formed from sodium methacrylate / a structural unit formed from methoxypoly (n = 23) ethylene glycol methacrylate / sodium methallylsulfonate. The structural unit was a water-soluble vinyl copolymer having a mass average molecular weight of 32,600 at a ratio of 66/30/4 (mol%).
・水溶性ビニル共重合体（Ａ−２）〜（Ａ−６）及び（ａ−１）〜（ａ−３）の合成
水溶性ビニル共重合体（Ａ−１）の場合と同様にして、表１記載の水溶性ビニル共重合体（Ａ−２）〜（Ａ−６）及び（ａ−１）〜（ａ−３）の４０％水溶液を得た。
-Synthesis of water-soluble vinyl copolymers (A-2) to (A-6) and (a-1) to (a-3) In the same manner as in the case of the water-soluble vinyl copolymer (A-1), 40% aqueous solutions of water-soluble vinyl copolymers (A-2) to (A-6) and (a-1) to (a-3) shown in Table 1 were obtained.
表１において、
Ｄ−１：メタクリル酸ナトリウムから形成された構成単位
Ｄ−２：メタクリル酸から形成された構成単位
Ｅ−１：メトキシポリ（ｎ＝２３）エチレングリコールメタクリレートから形成された構成単位
Ｅ−２：メトキシポリ（ｎ＝６８）エチレングリコールメタクリレートから形成された構成単位
Ｅ−３：メトキシポリ（ｎ＝１０）エチレングリコールメタクリレートから形成された構成単位
Ｆ−１：メタリルスルホン酸ナトリウムから形成された構成単位
Ｆ−２：アリルスルホン酸ナトリウムから形成された構成単位
Ｆ−３：メチルアクリレートから形成された構成単位
In Table 1,
D-1: Structural unit formed from sodium methacrylate D-2: Structural unit formed from methacrylic acid E-1: Structural unit formed from methoxypoly (n = 23) ethylene glycol methacrylate E-2: Methoxypoly ( n = 68) Structural unit formed from ethylene glycol methacrylate E-3: Structural unit formed from methoxypoly (n = 10) ethylene glycol methacrylate F-1: Structural unit formed from sodium methallylsulfonate F-2 : Structural unit formed from sodium allyl sulfonate F-3: structural unit formed from methyl acrylate
・水溶性ビニル共重合体（Ｂ−１）の合成
無水マレイン酸９８ｇ（１．０モル）及びα−アリル−ω−メチル−ポリオキシエチレン（ｎ＝３３）５１２ｇを反応容器に仕込み、撹拌しながら均一に溶解した後、雰囲気を窒素置換した。反応系の温度を温水中にて８０℃に保ち、アゾビスイソブチロニトリル３ｇを投入しラジカル重合反応を開始した。更にアゾビスイソブチロニトリル５ｇを分割投入し、ラジカル重合反応を４時間継続して反応を完結した。得られた共重合体に水を加えて加水分解して、水溶性ビニル共重合体（Ｂ−１）の４０％水溶液を得た。水溶性ビニル共重合体（Ｂ−１）を分析したところ、マレイン酸から形成された構成単位／α−アリル−ω−メチル−ポリオキシエチレン（ｎ＝３３）から形成された構成単位＝５０／５０（モル比）の割合で有する質量平均分子量２３５００の水溶性ビニル共重合体であった。
Synthesis of water-soluble vinyl copolymer (B-1) Charge 98 g (1.0 mol) of maleic anhydride and 512 g of α-allyl-ω-methyl-polyoxyethylene (n = 33) into a reaction vessel and stir. Then, after uniformly dissolving, the atmosphere was replaced with nitrogen. The temperature of the reaction system was kept at 80 ° C. in warm water, and 3 g of azobisisobutyronitrile was added to start radical polymerization reaction. Further, 5 g of azobisisobutyronitrile was added in portions, and the radical polymerization reaction was continued for 4 hours to complete the reaction. The obtained copolymer was hydrolyzed by adding water to obtain a 40% aqueous solution of the water-soluble vinyl copolymer (B-1). When the water-soluble vinyl copolymer (B-1) was analyzed, structural unit formed from maleic acid / structural unit formed from α-allyl-ω-methyl-polyoxyethylene (n = 33) = 50 / It was a water-soluble vinyl copolymer having a mass average molecular weight of 23,500 having a ratio of 50 (molar ratio).
・水溶性ビニル共重合体（Ｂ−１）〜（Ｂ−６）及び（ｂ−１）〜（ｂ−３）の合成
水溶性ビニル共重合体（Ｂ−１）の場合と同様にして、表２記載の水溶性ビニル共重合体（Ｂ−１）〜（Ｂ−６）及び（ｂ−１）〜（ｂ−３）の４０％水溶液を合成した。
-Synthesis of water-soluble vinyl copolymers (B-1) to (B-6) and (b-1) to (b-3) In the same manner as in the case of the water-soluble vinyl copolymer (B-1), 40% aqueous solutions of water-soluble vinyl copolymers (B-1) to (B-6) and (b-1) to (b-3) shown in Table 2 were synthesized.
表２において、
Ｇ−１：マレイン酸から形成された構成単位
Ｇ−２：マレイン酸ナトリウムから形成された構成単位
Ｈ−１：α−アリル−ω−メチル−ポリオキシエチレン（ｎ＝３３）から形成された構成単位
Ｈ−２：α−アリル−ω−メチル−ポリオキシエチレン（ｎ＝５５）から形成された構成単位
Ｈ−３：α−アリル−ω−ヒドロキシ−ポリオキシエチレン（ｎ＝６８）から形成された構成単位
Ｈ−４：α−アリル−ω−ヒドロキシ−ポリオキシエチレン（ｎ＝２０）から形成された構成単位
Ｈ−５：α−アリル−ω−メチル−ポリオキシエチレン（ｎ＝１５）から形成された構成単位
In Table 2,
G-1: A structural unit formed from maleic acid G-2: A structural unit formed from sodium maleate H-1: A structure formed from α-allyl-ω-methyl-polyoxyethylene (n = 33) Unit H-2: structural unit formed from α-allyl-ω-methyl-polyoxyethylene (n = 55) H-3: formed from α-allyl-ω-hydroxy-polyoxyethylene (n = 68) Structural unit H-4: Structural unit formed from α-allyl-ω-hydroxy-polyoxyethylene (n = 20) H-5: From α-allyl-ω-methyl-polyoxyethylene (n = 15) Formed unit
試験区分２（空気量調節剤の調製）
・空気量調節剤（Ｔ−１）の調製
ガラス容器にオクチルリン酸モノエステルのカリウム塩（Ｌ−１）２５部、α−オレイル−ω−ヒドロキシ−ポリオキシエチレン（ｎ＝６）ポリオキシプロピレン（オキシプロピレン単位が４３個、以下ｍ＝４３、尚付加形態はブロック状）（Ｑ−１）０．３部、ポリビニール系水溶性重合体（Ｓ−１）７４．７部、水９００部を投入して混合し、空気量調節剤（Ｔ−１）の１０％水溶液を調製した。
Test Category 2 (Preparation of air amount regulator)
Preparation of air amount regulator (T-1) 25 parts of potassium salt of octyl phosphate monoester (L-1), α-oleyl-ω-hydroxy-polyoxyethylene (n = 6) polyoxypropylene in a glass container (43 oxypropylene units, hereinafter m = 43, the addition form is a block) (Q-1) 0.3 part, polyvinyl water-soluble polymer (S-1) 74.7 part, water 900 part Were mixed to prepare a 10% aqueous solution of an air amount regulator (T-1).
・空気量調節剤（Ｔ−２）〜（Ｔ−６）及び（ｔ−１）〜（ｔ−３）の調製
空気量調節剤（Ｔ−１）の調製の場合と同様にして、表３記載の空気量調節剤（Ｔ−２）〜（Ｔ−６）及び（ｔ−１）〜（ｔ−３）の１０％水溶液を調製した。
-Preparation of air amount regulators (T-2) to (T-6) and (t-1) to (t-3) Table 3 in the same manner as in the preparation of air amount regulators (T-1). 10% aqueous solutions of the air amount regulators (T-2) to (T-6) and (t-1) to (t-3) described were prepared.
表３において、
Ｌ−１：オクチルリン酸モノエステルカリウム塩
Ｌ−２：ラウリルリン酸モノエステル
Ｑ−１：α−オレイル−ω−ヒドロキシ−ポリオキシエチレン（ｎ＝６）ポリオキシプロピレン（ｍ＝４３）ブロック状付加体
Ｑ−２：α−ラウリル−ω−ヒドロキシ−ポリオキシエチレン（ｎ＝３）ポリオキシプロピレン（ｍ＝３２）ブロック状付加体
Ｓ−１：鹸化度８８モル％、４％水溶液の２０℃における粘度が５ｍＰａ・ｓのポリビニルアルコール（日本酢ビ・ポバール社製の商品名Ｊ−ポバールＪＰ−０５）
Ｓ−２：鹸化度８８モル％、４％水溶液の２０℃における粘度が２５ｍＰａ・ｓのポリビニルアルコール（日本酢ビ・ポバール社製の商品名Ｊ−ポバールＪＰ−１８）
Ｓ−３：鹸化度９９モル％、４％水溶液の２０℃における粘度が１０ｍＰａ・ｓのポリビニルアルコール（日本酢ビ・ポバール社製の商品名Ｊ−ポバールＪＰ−１０）
In Table 3,
L-1: Octyl phosphate monoester potassium salt L-2: Lauryl phosphate monoester Q-1: α-oleyl-ω-hydroxy-polyoxyethylene (n = 6) polyoxypropylene (m = 43) block shape Adduct Q-2: α-lauryl-ω-hydroxy-polyoxyethylene (n = 3) polyoxypropylene (m = 32) block adduct S-1: Saponification degree 88 mol%, 4% aqueous solution at 20 ° C Polyvinyl alcohol having a viscosity of 5 mPa · s (trade name J-Poval JP-05 manufactured by Nippon Vinegar Poval)
S-2: Polyvinyl alcohol having a saponification degree of 88 mol% and a 4% aqueous solution having a viscosity of 25 mPa · s at 20 ° C. (trade name J-Poval JP-18, manufactured by Nippon Vinegar Poval)
S-3: Polyvinyl alcohol having a saponification degree of 99 mol% and a 4% aqueous solution having a viscosity of 10 mPa · s at 20 ° C. (trade name J-Poval JP-10, manufactured by Nippon Vinegar Poval)
試験区分３（ＡＥコンクリート組成物の調製及び評価）
実施例１〜２６及び比較例１〜１６
表４に記載した調合条件で、５０リットルのパン型強制練りミキサーに普通ポルトランドセメント（密度＝３．１６ｇ／cm３、ブレーン値３３００）、細骨材（大井川水系砂、密度＝２．５８）及び粗骨材（岡崎産砕石、密度＝２．６８）を順次投入して１５秒間空練りした。次いで、目標スランプが１８±１cm、目標空気量が５．５±１．５％、すなわち４〜７％の範囲となるよう、試験区分１で調製したセメント分散剤、試験区分２で調製した空気量調節剤及び乾燥収縮低減剤のそれぞれ所定量を練り混ぜ水で希釈した後に投入して練り混ぜ、各例のＡＥコンクリート組成物を調製した。調製した各例のＡＥコンクリート組成物の内容を表５にまとめて示した。
Test Category 3 (Preparation and evaluation of AE concrete composition)
Examples 1-26 and Comparative Examples 1-16
Under the mixing conditions shown in Table 4, ordinary Portland cement (density = 3.16 g / cm 3 , brain value 3300), fine aggregate (Oikawa water sand, density = 2.58) in a 50 liter bread-type forced kneading mixer And coarse aggregate (Okazaki crushed stone, density = 2.68) was sequentially added and kneaded for 15 seconds. Next, the cement dispersant prepared in Test Category 1 and the air prepared in Test Category 2 so that the target slump is 18 ± 1 cm and the target air amount is in the range of 5.5 ± 1.5%, ie 4-7%. A predetermined amount of each of the amount adjusting agent and the drying shrinkage reducing agent was kneaded and diluted with water, and then added and kneaded to prepare AE concrete compositions of the respective examples. Table 5 summarizes the contents of the prepared AE concrete compositions of each example.
・ＡＥコンクリート組成物の物性評価
調製した各例のＡＥコンクリート組成物について、連行空気量、スランプ、スランプ残存率を下記のように求め、結果を表５にまとめて示した。また、各例のＡＥコンクリート組成物から得た硬化体について、乾燥収縮率、気泡間隔係数、凍結融解耐久性指数、促進中性化深さ及び圧縮強度を下記のように求め、結果を表６にまとめて示した。
-Physical property evaluation of AE concrete composition About the prepared AE concrete composition of each example, entrained air amount, slump, and slump residual rate were calculated | required as follows, and the result was put together in Table 5 and shown. Moreover, about the hardening body obtained from the AE concrete composition of each example, a drying shrinkage rate, a bubble space | interval coefficient, a freeze-thaw durability index, accelerated neutralization depth, and compressive strength were calculated | required as follows, and a result is shown in Table 6 Are summarized in
・連行空気量（容量％）：練り混ぜ直後のもの及び９０分間静置後のものについて、ＪＩＳ−Ａ１１２８に準拠して測定した。
・スランプ（cm）：連行空気量の測定と同時に、ＪＩＳ−Ａ１１０１に準拠して測定した。
・スランプ残存率（％）：（９０分間静置後のスランプ／練り混ぜ直後のスランプ）×１００で求めた。
・乾燥収縮率：ＪＩＳ−Ａ１１２９に準拠し、各例のＡＥコンクリート組成物を２０℃×６０％ＲＨの条件下で保存した材齢２６週の供試体についてコンパレータ法により乾燥収縮ひずみを測定し、乾燥収縮率を求めた。この数値は小さいほど、乾燥収縮が小さいことを示す。
・気泡間隔係数（μｍ）：各例のＡＥコンクリート組成物を２０℃×６０％ＲＨの条件下で２６週間保存し、得られた硬化体の表面を研磨仕上げした供試体について、気泡組織を顕微鏡で観察し、ＡＳＴＭ−Ｃ４５７のリニアトラバース法に準拠して測定した。
・凍結融解耐久性指数（３００サイクル）：各例のＡＥコンクリート組成物について、ＪＩＳ−Ａ１１２９付属書２に準拠して測定した値を用い、ＡＳＴＭ−Ｃ６６６−７５の耐久性指数で計算した数値を求めた。この数値は、最大値が１００で、１００に近いほど、凍結融解に対する抵抗性が優れていることを示す。
・促進中性化深さ（mm）：各例のＡＥコンクリート組成物について、１０×１０×４０cmの角型供試体の上面を残して他の５面をエポキシ樹脂でシールし、２０℃×６０％ＲＨ、炭酸ガス濃度５％の条件下で促進試験を行なった。材齢１３週に供試体を切断し、１％フェノールフタレイン溶液を吹き付けて赤色化しない部分を中性化しない部分とし、外側からの幅を促進中性化深さとした。この数値は小さいほど中性化が進まず、耐久性が優れていることを示す。
・圧縮強度（Ｎ／mm２）：各例のＡＥコンクリート組成物について、ＪＩＳ−Ａ１１０８に準拠し、材齢７日と材齢２８日で測定した。
-Entrained air amount (volume%): Measured in accordance with JIS-A1128 for those immediately after mixing and those after standing for 90 minutes.
-Slump (cm): Measured according to JIS-A1101 simultaneously with measurement of the amount of entrained air.
-Slump residual ratio (%): (slump after standing for 90 minutes / slump immediately after kneading) x 100.
-Drying shrinkage ratio: In accordance with JIS-A1129, dry shrinkage strain was measured by a comparator method for a specimen of 26 weeks of age in which the AE concrete composition of each example was stored under the conditions of 20 ° C x 60% RH, The drying shrinkage was determined. The smaller this value, the smaller the drying shrinkage.
・ Bubble spacing coefficient (μm): AE concrete composition of each example was stored for 26 weeks under the condition of 20 ° C. × 60% RH, and the specimen was prepared by polishing the surface of the obtained hardened body. And measured according to the linear traverse method of ASTM-C457.
-Freeze-thaw durability index (300 cycles): Using the values measured in accordance with JIS-A1129 Annex 2 for the AE concrete composition of each example, the numerical value calculated by the durability index of ASTM-C666-75 Asked. This numerical value indicates that the maximum value is 100, and the closer to 100, the better the resistance to freezing and thawing.
-Accelerated neutralization depth (mm): With respect to the AE concrete composition of each example, the other five surfaces were sealed with an epoxy resin, leaving the top surface of a 10 × 10 × 40 cm square specimen, and 20 ° C. × 60 The acceleration test was performed under the conditions of% RH and carbon dioxide concentration of 5%. The specimen was cut at the age of 13 weeks, and a 1% phenolphthalein solution was sprayed to make a portion that did not turn red as a portion that was not neutralized, and a width from the outside was defined as an accelerated neutralization depth. A smaller value indicates that neutralization does not progress and durability is excellent.
-Compressive strength (N / mm < 2 >): About the AE concrete composition of each example, based on JIS-A1108, it measured by material age 7 days and material age 28 days.
表５において、
＊１：セメント１００質量部に対する各剤の固形分換算した添加質量部
＊２：目標とする流動性（スランプ値）が得られなかったので測定しなかった
＊３：ＡＥ剤（竹本油脂社製のアルキルエーテルサルフェート系ＡＥ剤、商品名ＡＥ−２００）
＊４：消泡剤（竹本油脂社製のコンクリート用消泡剤、商品名ＡＦＫ−２）
Ｊ−１：ジエチレングリコールモノブチルエーテル
Ｊ−２：ジプロピレングリコールジエチレングリコールモノブチルエーテル
Ｊ−３：プロピレングリコールジエチレングリコールモノプロピルエーテル
In Table 5,
* 1: Additive parts by mass in terms of solid content of each agent with respect to 100 parts by mass of cement * 2: Not measured because target fluidity (slump value) was not obtained * 3: AE agent (manufactured by Takemoto Yushi Co., Ltd.) Alkyl ether sulfate-based AE agent, trade name AE-200)
* 4: Antifoaming agent (Defoaming agent for concrete manufactured by Takemoto Yushi Co., Ltd., trade name AFK-2)
J-1: Diethylene glycol monobutyl ether J-2: Dipropylene glycol diethylene glycol monobutyl ether J-3: Propylene glycol diethylene glycol monopropyl ether
Claims (10)
セメント分散剤：下記のセメント分散剤Ａ及び下記のセメント分散剤Ｂから選ばれる一つ又は二つ以上
セメント分散剤Ａ：分子中に下記の構成単位Ｄを４５〜８５モル％、下記の構成単位Ｅを１５〜５５モル％及び下記の構成単位Ｆを０〜５モル％（合計１００モル％）の割合で有する質量平均分子量２０００〜７００００の水溶性ビニル共重合体
構成単位Ｄ：メタアクリル酸から形成された構成単位及びメタアクリル酸塩から形成された構成単位から選ばれる一つ又は二つ以上
構成単位Ｅ：分子中に炭素数１〜３のアルキル基と５〜１００個のオキシエチレン単位で構成されたポリオキシエチレン基とを有するアルコキシポリエチレングリコールメタクリレートから形成された構成単位
構成単位Ｆ：（メタ）アリルスルホン酸塩から形成された構成単位及びメチル（メタ）アクリレートから形成された構成単位から選ばれる一つ又は二つ以上
セメント分散剤Ｂ：分子中に下記の構成単位Ｇを４０〜６０モル％及び下記の構成単位Ｈを４０〜６０モル％（合計１００モル％）の割合で有する質量平均分子量２０００〜５００００の水溶性ビニル共重合体
構成単位Ｇ：マレイン酸から形成された構成単位及びマレイン酸塩から形成された構成単位から選ばれる一つ又は二つ以上
構成単位Ｈ：いずれも分子中に５〜１００個のオキシエチレン単位で構成されたポリオキシエチレン基を有するものである、α−アリル−ω−メチル−ポリオキシエチレンから形成された構成単位及びα−アリル−ω−ヒドロキシ−ポリオキシエチレンから形成された構成単位から選ばれる一つ又は二つ以上
乾燥収縮低減剤：下記の化１で示される（ポリ）アルキレングリコールモノアルキルエーテル
Ｒ１：炭素数３〜５のアルキル基
Ａ１：分子中に１〜５個のオキシエチレン単位のみ又は合計２〜７個のオキシエチレン単位とオキシプロピレン単位とで構成された（ポリ）オキシアルキレン基を有する（ポリ）アルキレングリコールから全ての水酸基を除いた残基）
空気量調節剤：下記の化２で示される有機リン酸エステルを５〜９０質量％、下記の化３で示されるポリエーテル化合物を０．０１〜１０質量％及び下記のポリビニール系水溶性重合体を５〜９４．９９質量％（合計１００質量％）の割合で含有して成る混合物
Ｒ２：炭素数８〜１８のアルキル基
Ｒ３：炭素数８〜２０の脂肪族炭化水素基
Ｍ１，Ｍ２：水素原子、アルカリ金属又は有機アミン
Ａ２：分子中に合計２３〜７０個のオキシエチレン単位とオキシプロピレン単位とがブロック状に結合したポリオキシアルキレン基を有するポリアルキレングリコールから全ての水酸基を除いた残基）
ポリビニール系水溶性重合体：ポリ酢酸ビニルから合成された鹸化度８０〜９５モル％のポリビニルアルコール A shrinkage-reducing AE concrete composition containing 3-8% by volume of entrained air containing cement, water, fine aggregate, coarse aggregate, cement dispersant, drying shrinkage reducing agent and air amount adjusting agent, / Cement ratio is 35 to 65%, and per 100 parts by mass of cement, 0.1 to 1.5 parts by mass of the following cement dispersant, 0.5 to 10 parts by mass of the following drying shrinkage reducing agent, and A shrinkage-reducing AE concrete composition comprising an air amount regulator in a proportion of 0.01 to 1.0 parts by mass.
Cement dispersant: One or more selected from the following cement dispersant A and the following cement dispersant B Cement dispersant A: 45 to 85 mol% of the following structural unit D in the molecule, the following structural unit A water-soluble vinyl copolymer having a mass average molecular weight of 2000 to 70000 having E in a proportion of 15 to 55 mol% and the following structural unit F in a proportion of 0 to 5 mol% (total 100 mol%) Structural unit D: From methacrylic acid One or more selected from structural units formed and structural units formed from methacrylic acid salt. Structural unit E: In the molecule, an alkyl group having 1 to 3 carbon atoms and 5 to 100 oxyethylene units. Constituent unit formed from alkoxypolyethylene glycol methacrylate having a composed polyoxyethylene group Constituent unit F: formed from (meth) allyl sulfonate One or two or more selected from structural units formed from methyl (meth) acrylate and cement dispersant B: 40 to 60 mol% of the following structural unit G in the molecule and the following structural unit H A water-soluble vinyl copolymer having a mass average molecular weight of 2000 to 50000 in a proportion of 40 to 60 mol% (total 100 mol%). Structural unit G: a structural unit formed from maleic acid and a structure formed from maleate One or more selected from the units Structural unit H: α-allyl-ω-methyl-poly, which has a polyoxyethylene group composed of 5 to 100 oxyethylene units in the molecule One or two or more selected from structural units formed from oxyethylene and structural units formed from α-allyl-ω-hydroxy-polyoxyethylene Drying shrinkage-reducing agent: represented by Chemical Formula 1 below (poly) alkylene glycol monoalkyl ether
R 1 : Alkyl group having 3 to 5 carbon atoms A 1 : (Poly) oxyalkylene composed of only 1 to 5 oxyethylene units or a total of 2 to 7 oxyethylene units and oxypropylene units in the molecule A residue obtained by removing all hydroxyl groups from a (poly) alkylene glycol having a group)
Air amount adjusting agent: 5 to 90% by mass of the organic phosphate ester represented by the following chemical formula 2, 0.01 to 10% by mass of the polyether compound represented by the chemical formula 3 and the following polyvinyl-based water-soluble heavy A mixture comprising 5 to 94.99% by mass (total 100% by mass) of the coalescence
R 2 : Alkyl group having 8 to 18 carbon atoms R 3 : Aliphatic hydrocarbon group having 8 to 20 carbon atoms M 1 , M 2 : Hydrogen atom, alkali metal or organic amine A 2 : Total 23 to 70 in the molecule Residues obtained by removing all hydroxyl groups from polyalkylene glycol having a polyoxyalkylene group in which oxyethylene units and oxypropylene units are bonded in a block form)
Polyvinyl-based water-soluble polymer: polyvinyl alcohol synthesized from polyvinyl acetate and having a saponification degree of 80 to 95 mol%
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| JP2012116712A (en) * | 2010-12-01 | 2012-06-21 | Takenaka Komuten Co Ltd | Method of preparing ultra low-shrinkage ae concrete and ultra low-shrinkage ae concrete |
| JP2014005185A (en) * | 2012-06-27 | 2014-01-16 | Takemoto Oil & Fat Co Ltd | Shrinkage reducing agent for concrete composition |
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| JP2009249227A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Ultralow-shrinkage ae concrete composition |
| JP2009249228A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Ultralow-shrinkage ae concrete composition |
| JP2010006626A (en) * | 2008-06-25 | 2010-01-14 | Takenaka Komuten Co Ltd | Method of preparing ultra low shrinkage ae concrete and ultra low shrinkage ae concrete |
| JP2010047440A (en) * | 2008-08-21 | 2010-03-04 | Oriental Shiraishi Corp | Method for making low shrinkage ae concrete for civil engineering and low shrinkage ae concrete for civil engineering |
| JP2010285289A (en) * | 2009-06-09 | 2010-12-24 | Takenaka Komuten Co Ltd | Concrete composition using blast furnace slag composition |
| JP2010285293A (en) * | 2009-06-09 | 2010-12-24 | Takenaka Komuten Co Ltd | Concrete composition using blast-furnace slag composition |
| JP2010285292A (en) * | 2009-06-09 | 2010-12-24 | Takenaka Komuten Co Ltd | Concrete composition using blast-furnace cement |
| WO2010143629A1 (en) * | 2009-06-09 | 2010-12-16 | 株式会社竹中工務店 | Concrete composition using blast furnace slag composition |
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| KR20120027330A (en) * | 2009-06-09 | 2012-03-21 | 다케모토 유시 가부시키 가이샤 | Concrete composition using blast furnace slag composition |
| CN102459118A (en) * | 2009-06-09 | 2012-05-16 | 竹本油脂株式会社 | Concrete composition using blast furnace slag composition |
| TWI468361B (en) * | 2009-06-09 | 2015-01-11 | Takenaka Corp | The use of blast furnace slag composition of concrete composition |
| KR101659442B1 (en) * | 2009-06-09 | 2016-09-23 | 다케모토 유시 가부시키 가이샤 | Concrete composition using blast furnace slag composition |
| JP2011006305A (en) * | 2009-06-29 | 2011-01-13 | Takemoto Oil & Fat Co Ltd | Low shrinkage ae concrete composition using blast furnace slag cement |
| JP2012116712A (en) * | 2010-12-01 | 2012-06-21 | Takenaka Komuten Co Ltd | Method of preparing ultra low-shrinkage ae concrete and ultra low-shrinkage ae concrete |
| JP2014005185A (en) * | 2012-06-27 | 2014-01-16 | Takemoto Oil & Fat Co Ltd | Shrinkage reducing agent for concrete composition |
| KR102259777B1 (en) * | 2020-09-04 | 2021-06-03 | 주식회사 삼표산업 | Shrinkage Reduction Type Water Reducing Agent and Non-reinforced Concrete Composition for Indoor Parking Lot Floor |
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