WO2017006995A1 - セメント用添加剤、セメント組成物、およびセメント用添加剤用原料 - Google Patents
セメント用添加剤、セメント組成物、およびセメント用添加剤用原料 Download PDFInfo
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- WO2017006995A1 WO2017006995A1 PCT/JP2016/070147 JP2016070147W WO2017006995A1 WO 2017006995 A1 WO2017006995 A1 WO 2017006995A1 JP 2016070147 W JP2016070147 W JP 2016070147W WO 2017006995 A1 WO2017006995 A1 WO 2017006995A1
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- cement
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- cement additive
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/12—Nitrogen containing compounds organic derivatives of hydrazine
- C04B24/122—Hydroxy amines
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- 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
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/28—Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/32—Polyethers, e.g. alkylphenol polyglycolether
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/12—Nitrogen containing compounds organic derivatives of hydrazine
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/12—Nitrogen containing compounds organic derivatives of hydrazine
- C04B24/125—Compounds containing one or more carbon-to-nitrogen double or triple bonds, e.g. imines
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/302—Water reducers
Definitions
- the present invention relates to a cement additive, a cement composition, and a raw material for a cement additive.
- cement compositions such as mortar and concrete generally contain cement, aggregate, and water, and preferably further contain a cement admixture in order to increase fluidity and reduce water.
- An object of the present invention is to provide an additive for cement that can remarkably improve the strength of a cured product of a cement composition over a long period of time. Moreover, it is providing the cement composition containing such a cement additive. Furthermore, it is providing the raw material for cement additives used for such a cement additive.
- the cement additive of the present invention is It includes a compound (A) having a structure having a mass average molecular weight of more than 3000 and 5 mol or more of alkylene oxide added to 1 mol of polyhydric alcohol, and an alkanolamine compound (B).
- the content ratio of the total amount of the compound (A) and the alkanolamine compound (B) in the cement additive is 50% by mass to 100% by mass.
- the content ratio is 95% by mass to 100% by mass.
- the ratio of the alkanolamine compound (B) to the compound (A) is 1% by mass to 10,000% by mass.
- the ratio is 5% by mass to 300% by mass.
- the ratio is 10% by mass to 150% by mass.
- the compound (A) has a mass average molecular weight of 4,000 to 10,000,000.
- the mass average molecular weight is 10,000 to 700,000.
- the number of added moles of the alkylene oxide is 10 to 100,000.
- the added mole number is 30 to 5,000.
- the compound (A) is polyethylene glycol, an alkylene oxide adduct of sorbitol, a copolymer having a structural unit derived from an alkylene oxide adduct of methacrylic acid, 3-methyl-3-butenyl alcohol It is at least one selected from a copolymer having a structural unit derived from an alkylene oxide adduct, and an alkylene oxide adduct to an active hydrogen bonded to an amino group of polyethyleneimine.
- the alkanolamine compound (B) is at least one selected from triisopropanolamine, N, N, N ′, N′-tetrakis (2-hydroxypropyl) ethylenediamine, and diisopropanolethanolamine. is there.
- the cement composition of the present invention contains the cement additive of the present invention.
- the raw material for the additive for cement of the present invention is Compound (A) above, It is used for the cement additive.
- the raw material for the additive for cement of the present invention is The alkanolamine compound (B), It is used for the cement additive.
- the present invention it is possible to provide a cement additive that can remarkably improve the strength of a cured product of a cement composition over a long period of time. Moreover, the cement composition containing such a cement additive can be provided. Furthermore, the raw material for cement additives used for such a cement additive can be provided.
- the expression “(meth) acryl” means “acryl and / or methacryl”, and the expression “(meth) acrylate” means “acrylate and / or methacrylate”. Means “allyl and / or methallyl”, and “(meth) acrolein” means “acrolein and / or methacrole”. It means "rain”.
- the expression “acid (salt)” means “acid and / or salt thereof”. Examples of the salt include alkali metal salts and alkaline earth metal salts. Specific examples include sodium salts and potassium salts.
- the additive for cement of the present invention includes a compound (A) having a structure in which a mass average molecular weight is larger than 3000 and 5 mol or more of alkylene oxide is added to 1 mol of polyhydric alcohol, and an alkanolamine compound (B).
- Compound (A) may be one type or two or more types.
- the alkanolamine compound (B) may be one type or two or more types.
- the cement additive of the present invention contains both the compound (A) and the alkanolamine compound (B), thereby exhibiting an effect that the strength of the cured product of the cement composition can be remarkably improved over a long period of time.
- the effect of improving the long-term strength of the cured product of the cement composition that can be manifested by the present invention is the effect of improving the long-term strength of the cured product of the cement composition resulting from only the compound (A) and the alkanolamine compound (B). Compared to the effect expected from the sum of the effect of improving the long-term strength of the cured product of the cement composition caused solely by this, it shows a significantly higher synergistic effect.
- the content ratio of the total amount of the compound (A) and the alkanolamine compound (B) in the cement additive of the present invention is preferably 50% by mass to 100% by mass, more preferably 70% by mass to 100% by mass. %, More preferably 90% by mass to 100% by mass, particularly preferably 95% by mass to 100% by mass, and most preferably substantially 100% by mass. That is, most preferably, the additive for cement of the present invention comprises the compound (A) and the alkanolamine compound (B).
- the content ratio of the compound (A) and the alkanolamine compound (B) in the cement additive of the present invention is preferably 0.0001% by mass to 10% by mass, more preferably 0.001% by mass with respect to the cement. 001 mass% to 5 mass%, more preferably 0.003 mass% to 3 mass%, further preferably 0.005 mass% to 1 mass%, more preferably 0.01 mass% to 0 mass%. 0.7 mass%, particularly preferably 0.05 mass% to 0.5 mass%, and most preferably 0.1 mass% to 0.3 mass%.
- the cement additive of the present invention is a cured product of a cement composition.
- the cement additive of the present invention increases the strength of the cured product of the cement composition over a long period of time. It may be difficult to improve.
- the ratio of the alkanolamine compound (B) to the compound (A) in the cement additive of the present invention is preferably 1% by mass or more, more preferably 5% by mass or more, and still more preferably as a lower limit. Is 10% by mass or more, more preferably 15% by mass, further preferably 20% by mass or more, particularly preferably 30% by mass or more, and most preferably 50% by mass or more. , Preferably 10000 mass% or less, more preferably 1000 mass% or less, further preferably 500 mass% or less, further preferably 300 mass% or less, further preferably 200 mass% or less, Especially preferably, it is 150 mass% or less, Most preferably, it is 100 mass% or less.
- the cement additive of the present invention is a cured product of the cement composition.
- the strength can be improved more significantly over the long term.
- the compound (A) has a structure having a mass average molecular weight of more than 3000 and 5 mol or more of alkylene oxide added to 1 mol of polyhydric alcohol.
- the alkylene oxide is preferably an alkylene oxide having 2 to 10 carbon atoms, more preferably an alkylene oxide having 2 to 8 carbon atoms, more preferably 2 carbon atoms, from the viewpoint that the effects of the present invention can be further exhibited.
- 1 type may be sufficient as alkylene oxide, and 2 or more types may be sufficient as it.
- the lower limit of the number of moles of alkylene oxide added per mole of polyhydric alcohol is preferably 10 moles or more, more preferably 20 moles or more, still more preferably 30 moles or more, and even more preferably 40 moles or more. More preferably, it is 50 mol or more, more preferably 100 mol or more, particularly preferably 500 mol or more, most preferably 1000 mol or more, and the upper limit value is preferably 100,000 mol or less.
- the cement additive of the present invention can significantly improve the strength of the cured product of the cement composition over a long period of time.
- the mass average molecular weight of the compound (A) is preferably 4000 or more, more preferably 5000 or more, still more preferably 10,000 or more, particularly preferably 20000 or more, and most preferably 100,000 or more as a lower limit.
- the upper limit is preferably 10000000 or less, more preferably 5000000 or less, still more preferably 3000000 or less, particularly preferably 700,000 or less, and most preferably 300000 or less.
- the polyhydric alcohol may be a compound having two or more hydroxyl groups, and may be a low molecular compound or a polymer, and any appropriate polyhydric alcohol can be adopted as long as the effects of the present invention are not impaired.
- a polyhydric alcohol is preferably a divalent to 500 valent alcohol, more preferably a divalent to 100 valent alcohol, and still more preferably a trivalent to 50 valent alcohol.
- polyhydric alcohols examples include ethylene glycol, propylene glycol, diethylene glycol, triethylene glycol, dipropylene glycol, tripropylene glycol, neopentyl glycol, pentanediol, butanediol, glycerin, sorbitol, and the like.
- Examples of the polyhydric alcohol include those obtained by polymerizing a monomer having a hydroxyl group.
- Examples of the monomer having a hydroxyl group include vinyl alcohol, allyl alcohol, methallyl alcohol, butenyl alcohol, 3-methyl-3-butenyl alcohol, 3-methyl-2-butenyl alcohol, 2-methyl-3-butyl.
- Examples include tenenyl alcohol. These may be polymerized alone or may be copolymerized with other polymerizable monomers.
- Compound (A) may have any appropriate functional group as long as the effects of the present invention are not impaired. However, it is preferable that a compound (A) does not have a carboxyl group at the point which can fully exhibit the effect of this invention.
- any appropriate method such as a known method can be adopted as long as the effects of the present invention are not impaired.
- Examples of such a method include a method in which a monomer having a hydroxyl group is polymerized and then alkylene oxide is added, and a method in which alkylene oxide is first added to the monomer having a hydroxyl group and then polymerized.
- the compound (A) include polyethylene glycol, a copolymer having a structural unit derived from an alkylene oxide adduct of methacrylic acid, an alkylene oxide adduct of sorbitol, and 3-methyl-3-butenyl alcohol. And a copolymer having a structural unit derived from an alkylene oxide adduct, and an alkylene oxide adduct to an active hydrogen bonded to an amino group of polyethyleneimine.
- an alkylene oxide adduct to an active hydrogen bonded to an amino group of polyethyleneimine means any suitable alkylene oxide (such as ethylene oxide) is added to the active hydrogen bonded to the amino group of polyethyleneimine. This means an adduct added with an additional number of moles.
- the copolymer is a carboxyl group in that the effect of the present invention can be further exhibited.
- the salt an alkali metal salt, an alkaline-earth metal salt, etc. is not included.
- alkanolamine compound (B) Any appropriate alkanolamine compound can be adopted as the alkanolamine compound (B) as long as the effects of the present invention are not impaired.
- alkanolamine compounds include low molecular alkanolamine compounds and high molecular alkanolamine compounds.
- Examples of the low molecular alkanolamine compound include monoethanolamine, diethanolamine, triethanolamine, monoisopropanolamine, diisopropanolamine, triisopropanolamine, methylethanolamine, methylisopropanolamine, methyldiethanolamine, methyldiisopropanolamine, Diethanolisopropanolamine, diisopropanolethanolamine, tetrahydroxyethylethylenediamine, N, N-bis (2-hydroxyethyl) 2-propanolamine, N, N-bis (2-hydroxypropyl) -N- (hydroxyethyl) amine, N, N-bis (2-hydroxyethyl) -N- (2-hydroxypropyl) amine, N, N, N ′, N′-tetrakis (2 Hydroxypropyl) ethylenediamine, tris (2-hydroxybutyl) amine, and the like.
- the low molecular alkanolamine compound is preferably triisopropanolamine, N, N, N ′, N′-tetrakis (2-hydroxypropyl) ethylenediamine, or diisopropanolethanolamine.
- Other low molecular alkanolamine compounds include, for example, monomers having a triisopropanolamine skeleton.
- Examples of the polymer type alkanolamine compound include alkanolamines having a structure in which a part of alkanolamine is bonded to a polymer.
- Examples of such a high molecular alkanolamine compound include a polymer having a triisopropanolamine skeleton.
- the cement composition of the present invention contains the cement additive of the present invention.
- the cement composition of the present invention preferably contains cement, water, and aggregate in addition to the cement additive of the present invention, and more preferably contains cement, water, aggregate, and cement admixture.
- any appropriate aggregate such as fine aggregate (sand, etc.) and coarse aggregate (crushed stone, etc.) can be adopted.
- aggregates include gravel, crushed stone, granulated slag, and recycled aggregate.
- aggregates include refractory aggregates such as siliceous, clay, zircon, high alumina, silicon carbide, graphite, chromic, chromic, and magnesia.
- the cement admixture preferably contains a cement admixture polymer in that the effects of the present invention can be more effectively exhibited.
- cement admixture polymer examples include a cement dispersant. Only one cement dispersant may be used, or two or more cement dispersants may be used.
- cement dispersant examples include a sulfonic acid-based dispersant having a sulfonic acid group in the molecule, a polycarboxylic acid-based dispersant, and the like.
- the sulfonic acid-based dispersant examples include polyalkylaryl sulfonate-based sulfonic acid-based dispersants such as naphthalene sulfonic acid formaldehyde condensate, methyl naphthalene sulfonic acid formaldehyde condensate and anthracene sulfonic acid formaldehyde condensate; melamine sulfonic acid Melamine formalin sulfonate sulfonic acid dispersants such as formaldehyde condensates; Aromatic amino sulfonate sulfonic acid dispersants such as aminoaryl sulfonic acid-phenol-formaldehyde condensates; lignin sulfonates, Examples thereof include lignin sulfonate sulfonic acid dispersants such as modified lignin sulfonate; polystyrene sulfonate sulfonic
- the cement admixture can contain any appropriate other cement additive (material) as long as the effects of the present invention are not impaired.
- examples of such other cement additives (materials) include other cement additives (materials) exemplified in the following (1) to (12).
- the mixing ratio of the polymer for cement admixture that can be included in the cement admixture and such other cement additives (materials) is arbitrarily appropriate depending on the type and purpose of the other cement additives (materials) to be used. Various mixing ratios can be employed.
- Water-soluble polymer substances nonionic cellulose ethers such as methylcellulose, ethylcellulose, carboxymethylcellulose; polysaccharides produced by microbial fermentation such as yeast glucan, xanthan gum, ⁇ -1.3 glucans; polyacrylamide, etc. .
- Polymer emulsion Copolymers of various vinyl monomers such as alkyl (meth) acrylate.
- Curing retarder oxycarboxylic acid or salt thereof such as gluconic acid, glucoheptonic acid, alabonic acid, malic acid, citric acid; sugar and sugar alcohol; polyhydric alcohol such as glycerin; aminotri (methylenephosphonic acid) Phosphonic acid and its derivatives.
- the ratio of the curing retardant to the compound (A) is preferably 1% by mass to 1000% by mass, more preferably 2% by mass to 700% by mass, and further preferably 5% by mass to 500% by mass. Particularly preferred is 10% by mass to 300% by mass, and most preferred is 20% by mass to 200% by mass.
- soluble calcium salts such as calcium chloride, calcium nitrite, calcium nitrate, calcium bromide and calcium iodide
- chlorides such as iron chloride and magnesium chloride
- sulfates potassium hydroxide
- Sodium hydroxide carbonate
- thiosulfate formate such as formic acid and calcium formate
- alkanolamine alumina cement
- calcium aluminate silicate soluble calcium salts such as calcium chloride, calcium nitrite, calcium nitrate, calcium bromide and calcium iodide
- chlorides such as iron chloride and magnesium chloride
- sulfates potassium hydroxide
- Sodium hydroxide carbonate
- thiosulfate formate such as formic acid and calcium formate
- alkanolamine alkanolamine
- alumina cement calcium aluminate silicate.
- Oxyalkylene antifoaming agents polyoxyalkylene alkyl ethers such as diethylene glycol heptyl ether; polyoxyalkylene acetylene ethers; (poly) oxyalkylene fatty acid esters; polyoxyalkylene sorbitan fatty acid esters; polyoxyalkylene alkyl (Aryl) ether sulfate salt; polyoxyalkylene alkyl phosphate ester; polyoxypropylene polyoxyethylene laurylamine (1-20 mol addition of propylene oxide, 1-20 mol addition product of ethylene oxide, etc.), alkylene oxide was added Polyoxyalkylene alkylamines such as fatty acid-derived amines obtained from cured beef tallow (propylene oxide 1-20 mol addition, ethylene oxide 1-20 mol addition product, etc.) S; polyoxyalkylene amide.
- polyoxyalkylene alkyl ethers such as diethylene glycol heptyl ether; polyoxyalkylene ace
- Antifoaming agents other than oxyalkylene type Mineral oil type, fat type, fatty acid type, fatty acid ester type, alcohol type, amide type, phosphate ester type, metal soap type, silicone type and the like.
- AE agent resin soap, saturated or unsaturated fatty acid, sodium hydroxystearate, lauryl sulfate, ABS (alkylbenzene sulfonic acid), alkane sulfonate, polyoxyethylene alkyl (phenyl) ether, polyoxyethylene alkyl (phenyl) ether Sulfate ester or salt thereof, polyoxyethylene alkyl (phenyl) ether phosphate ester or salt thereof, protein material, alkenyl sulfosuccinic acid, ⁇ -olefin sulfonate, etc.
- surfactants various anionic surfactants; various cationic surfactants such as alkyltrimethylammonium chloride; various nonionic surfactants; various amphoteric surfactants.
- Waterproofing agent fatty acid (salt), fatty acid ester, fats and oils, silicon, paraffin, asphalt, wax and the like.
- Rust inhibitor nitrite, phosphate, zinc oxide and the like.
- Expansion material Ettlingite, coal, etc.
- cement additives include cement wetting agents, thickeners, separation reducing agents, flocculants, drying shrinkage reducing agents, strength enhancers, self-leveling agents, rust preventives, colorants, and antifungal agents. An agent etc. can be mentioned. These known cement additives (materials) may be only one kind or two or more kinds.
- any appropriate cement can be adopted as the cement contained in the cement composition of the present invention.
- cements include Portland cement (ordinary, early strength, ultra-early strength, moderate heat, sulfate resistance and low alkali types thereof), various mixed cements (blast furnace cement, silica cement, fly ash cement), White Portland Cement, Alumina Cement, Super Fast Cement (1 Clinker Fast Cement, 2 Clinker Fast Cement, Magnesium Phosphate Cement), Grout Cement, Oil Well Cement, Low Exothermic Cement (Low Exothermic Blast Furnace Cement, Fly Ash Mix Low Exothermic blast furnace cement, belite high-content cement), ultra-high strength cement, cement-based solidified material, eco-cement (cement produced from one or more of municipal waste incineration ash and sewage sludge incineration ash).
- fine powders and gypsum such as blast furnace slag, fly ash, cinder ash, clinker ash, husk ash, silica powder, and limestone powder may be added to the cement composition of the present invention.
- the cement contained in the cement composition of the present invention may be only one type or two or more types.
- any appropriate value can be set as the unit water amount per 1 m 3 , the amount of cement used, and the water / cement ratio.
- unit water is 100kg / m 3 ⁇ 185kg / m 3
- the amount of cement used is 250kg / m 3 ⁇ 800kg / m 3
- water / cement ratio (mass ratio) 0.1 to 0.7
- the unit water amount is 120 kg / m 3 to 175 kg / m 3
- the amount of cement used is 270 kg / m 3 to 800 kg / m 3
- the water / cement ratio ( (Mass ratio) 0.12 to 0.65.
- the cement composition of the present invention can be widely used from poor blends to rich blends, and can be used for both high-strength concrete with a large amount of unit cement and poor blend concrete with a unit cement amount of 300 kg / m 3 or less. It is valid.
- the content ratio of the polymer for cement admixture with respect to 100 parts by mass of cement is preferably 0.01 parts by mass to 10 parts by mass. More preferably, it is 0.02 parts by mass to 5 parts by mass, and further preferably 0.05 parts by mass to 3 parts by mass.
- various favorable effects such as reduction of unit water amount, an increase in intensity
- the content ratio is less than 0.01 parts by mass, sufficient performance may not be exhibited.
- the content ratio exceeds 10 parts by mass the effect that can be achieved substantially reaches its peak and also from the economical aspect. May be disadvantageous.
- any appropriate content ratio can be adopted depending on the purpose.
- a content ratio is preferably 0.01 parts by weight to 10 parts by weight, more preferably 0.05 parts by weight to 8 parts by weight, as a content ratio of the cement admixture with respect to 100 parts by weight of cement. More preferably, it is 0.1 to 5 parts by mass.
- the content ratio is less than 0.01 parts by mass, sufficient performance may not be exhibited.
- the content ratio exceeds 10 parts by mass, the effect that can be achieved substantially reaches its peak and also from the economical aspect. May be disadvantageous.
- the cement composition of the present invention can be effective for ready-mixed concrete, concrete for concrete secondary products, concrete for centrifugal molding, concrete for vibration compaction, steam-cured concrete, shotcrete, and the like.
- the cement composition of the present invention includes medium-fluidity concrete (concrete with a slump value of 22 to 25 cm), high-fluidity concrete (concrete with a slump value of 25 cm or more and a slump flow value of 50 to 70 cm), self-filling concrete, self-filling concrete, It can also be effective for mortar and concrete that require high fluidity, such as leveling materials.
- the cement composition of the present invention may be prepared by blending the constituent components by any appropriate method. For example, the method etc. which knead
- the raw material for a cement additive of the present invention is used for the cement additive of the present invention.
- One of the raw materials for the cement additive of the present invention is the compound (A). That is, the compound (A) used for the cement additive of the present invention is the raw material for the cement additive of the present invention.
- Another one of the raw materials for the cement additive of the present invention is the alkanolamine compound (B). That is, the alkanolamine compound (B) used for the cement additive of the present invention is the raw material for the cement additive of the present invention.
- part means mass part
- % means mass%
- Detector Triple detector “Model 302 light scattering detector” manufactured by Viscotek, 90 ° scattering angle for right angle light scattering, 7 ° scattering angle for low angle light scattering, 18 ⁇ L for cell capacity, and 670 nm for wavelength.
- Sample 100 ⁇ L of a solution dissolved in the eluent so that the polymer concentration was 1.0 vol% was injected.
- ⁇ Flow rate 0.8ml / min -Column temperature: 40 ° C
- the temperature of the material used for the test, the forced kneading mixer, and the measuring instruments are adjusted in the above test temperature atmosphere so that the temperature of the concrete composition becomes 20 ° C.
- the kneading and each measurement are performed as described above.
- the test was performed under an atmosphere of the test temperature.
- an oxyalkylene antifoaming agent is used as necessary so that the air amount becomes 1.0 ⁇ 0.5%.
- Concrete was produced in a kneading time of 90 seconds using a forced kneading mixer under the above conditions, and the slump value, flow value, and air amount were measured.
- the slump value, flow value, and air amount were measured in accordance with Japanese Industrial Standards (JIS-A-1101, 1128).
- the amount of cement dispersant added was such that the flow value was 37.5 to 42.5 cm.
- the polymerization reaction was completed by maintaining at 70 ° C. for 1 hour after completion of the dropping. And it neutralized with sodium hydroxide aqueous solution, and obtained the aqueous solution of the copolymer (4) of the mass mean molecular weight 210000.
- a mixed solution consisting of 180 parts of IPN-50 (80% aqueous solution), 16.0 parts of hydroxyethyl acrylate and 44.0 parts of ion-exchanged water was added dropwise over 4 hours, and at the same time, 3-mercaptopropionic acid 0
- a mixed solution composed of 0.06 part and 40.2 parts of ion-exchanged water and a mixed solution composed of 1.98 parts of ammonium persulfate and 64.05 parts of ion-exchanged water were added dropwise over 5 hours.
- the polymerization reaction was completed by maintaining at 70 ° C. for 1 hour. And it neutralized with sodium hydroxide aqueous solution, and obtained the aqueous solution of the copolymer (5) of the mass mean molecular weight 350,000.
- a mixed solution consisting of 7 parts was dropped over 4 hours, and simultaneously, a mixed solution consisting of 0.749 parts ammonium persulfate and 48.71 parts ion-exchanged water was dropped over 5 hours.
- the polymerization reaction was completed by maintaining at 70 ° C. for 1 hour. And it neutralized with sodium hydroxide aqueous solution, and obtained the aqueous solution of the copolymer (8) of the mass mean molecular weight 20000.
- EDIPA hydroxyethyl diisopropanolamine, manufactured by Aldrich
- Example 5 Copolymer (3) and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (5).
- Example 6 Copolymer (3) and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (6).
- Example 7 Copolymer (4) and EDIPA were blended under the conditions shown in Table 1 to prepare a cement additive (7).
- Example 8 Copolymer (4) and EDIPA were blended under the conditions shown in Table 1 to prepare a cement additive (8).
- Example 9 Copolymer (5) and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (9).
- Example 10 Copolymer (6) and EDIPA were blended under the conditions shown in Table 1 to prepare a cement additive (10).
- Example 11 Polymer (7) and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (11).
- Example 12 Copolymer (8) and EDIPA were blended under the conditions shown in Table 1 to prepare a cement additive (12).
- Example 15 PEG 500,000 and TIPA were blended under the conditions shown in Table 1, and gluconic acid was blended at a ratio of 20 mass% with respect to PEG 500,000 to prepare a cement additive (15).
- Example 16 A cement additive (16) was prepared by blending PEG 500,000 and TIPA under the conditions shown in Table 1.
- Example 17 PEG3400 and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (17).
- Example 18 Cement additive (18) was prepared by blending PEG5000 and TIPA under the conditions shown in Table 1.
- Example 19 PEG 6000 and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (19).
- Example 20 Copolymer (3) and THEDA were blended under the conditions shown in Table 1 to prepare a cement additive (20).
- Example 21 Copolymer (3) and EDIPA were blended under the conditions shown in Table 1 to prepare a cement additive (21).
- Example 23 Copolymer (4) and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (23).
- Example 24 Copolymer (4) and THEDA were blended under the conditions shown in Table 1 to prepare a cement additive (24).
- Example 25 Copolymer (4) and EDIPA were blended under the conditions shown in Table 1 to prepare a cement additive (25).
- Example 26 Copolymer (5) and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (26).
- Example 27 Copolymer (6) and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (27).
- Example 28 The polymer (7) and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (28).
- Example 29 Copolymer (8) and THEDA were blended under the conditions shown in Table 1 to prepare a cement additive (29).
- Example 30 ESP and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (30).
- Example 31 SB300 and TIPA were blended under the conditions shown in Table 1 to prepare a cement additive (31).
- Example 63 to 66 Under the conditions shown in Table 5, the compressive strength was measured using a water reducing agent and a cement additive. The results are shown in Table 5.
- the cement additive of the present invention is suitably used for cement compositions such as mortar and concrete.
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Abstract
Description
質量平均分子量が3000より大きく多価アルコール1モルにアルキレンオキシドが5モル以上付加された構造を有する化合物(A)と、アルカノールアミン化合物(B)とを含む。
上記化合物(A)であって、
上記セメント用添加剤に用いるものである。
上記アルカノールアミン化合物(B)であって、
上記セメント用添加剤に用いるものである。
本発明のセメント用添加剤は、質量平均分子量が3000より大きく多価アルコール1モルにアルキレンオキシドが5モル以上付加された構造を有する化合物(A)と、アルカノールアミン化合物(B)とを含む。
化合物(A)は、質量平均分子量が3000より大きく多価アルコール1モルにアルキレンオキシドが5モル以上付加された構造を有する。
アルカノールアミン化合物(B)としては、本発明の効果を損なわない範囲で、任意の適切なアルカノールアミン化合物を採用し得る。このようなアルカノールアミン化合物としては、例えば、低分子型のアルカノールアミン化合物、高分子型のアルカノールアミン化合物などが挙げられる。
本発明のセメント組成物は、本発明のセメント用添加剤を含む。
本発明のセメント用添加剤用原料は、本発明のセメント用添加剤に用いるものである。
・使用カラム:東ソー株式会社製、TSKguardcolumnα+TSKgelα-5000+TSKgelα-4000+TSKgelα-3000を各1本ずつ連結して使用した。
・溶離液:リン酸二水素ナトリウム・2H2O:62.4g、リン酸水素二ナトリウム・12H2O:143.3gを、イオン交換水:7794.3gに溶解させた溶液に、アセトニトリル:2000gを混合した溶液を用いた。
・検出器:Viscotek社製のトリプル検出器「Model302光散乱検出器」、直角光散乱として90°散乱角度、低角度光散乱として7°散乱角度、セル容量として18μL、波長として670nm。
・標準試料:東ソー株式会社製、ポリエチレングリコールSE-8(Mw=l07000)を用い、そのdn/dCを0.135ml/g、溶離液の屈折率を1.333として装置定数を決定した。
・打ち込み量
標準試料:ポリマー濃度が0.2vol%になるように上記溶離液で溶解させた溶液を100μL注入した。
サンプル:ポリマー濃度が1.0vol%になるように上記溶離液で溶解させた溶液を100μL注入した。
・流速:0.8ml/min
・カラム温度:40℃
セメントとして普通ポルトランドセメント(太平洋セメント社製)、細骨材として大井川水系産陸砂、粗骨材として青海産砕石、混練水として水道水を用い、セメント:382kg/m3、水:172kg/m3、細骨材:796kg/m3、粗骨材:930kg/m3、細骨材率(細骨材/細粗骨材+粗骨材)(容積比):47%、水/セメント比(質量比)=0.45の配合にてコンクリート組成物を調製した。なお、コンクリート組成物の温度が20℃の試験温度になるように、試験に使用する材料、強制練りミキサー、測定器具類を上記の試験温度雰囲気下で調温し、混練および各測定は上記の試験温度雰囲気下で行った。また、コンクリート組成物中の気泡がコンクリート組成物の流動性に及ぼす影響を避けるために、必要に応じてオキシアルキレン系消泡剤を用い、空気量が1.0±0.5%となるように調整した。
上記条件下に強制練りミキサーを用いて混練時間90秒間でコンクリートを製造し、スランプ値、フロー値及び空気量を測定した。なお、スランプ値、フロー値、および空気量の測定は、日本工業規格(JIS-A-1101、1128)に準拠して行った。また、セメント分散剤の添加量は、フロー値が37.5~42.5cmになる添加量とした。
混練後、フロー値と空気量を測定し、圧縮強度試験用試料を作成し、以下の条件にて、28日後の圧縮強度を測定した。
供試体作成:100mm×200mm
供試体養生(28日):温度約20℃、湿度60%、恒温恒湿空気養生を24時間行った後、27日間水中で養生
供試体研磨:供試体面研磨(供試体研磨仕上げ機使用)
圧縮強度測定:自動圧縮強度測定器(前川製作所)
ジムロート冷却管、テフロン(登録商標)製の撹拌翼と撹拌シール付の撹拌器、窒素導入管、温度センサーを備えたガラス製反応容器にイオン交換水80.0部を仕込み、250rpmで撹拌下、窒素を200mL/分で導入しながら70℃まで加温した。次に、メトキシポリエチレングリコールモノメタクリル酸エステル(エチレンオキシドの平均付加モル数9個)133.4部、メタクリル酸26.6部、メルカプトプロピオン酸1.53部およびイオン交換水106.7部の混合溶液を4時間かけて滴下し、それと同時に過硫酸アンモニウム1.19部とイオン交換水50.6部の混合溶液を5時間かけて滴下した。滴下完了後1時間、70℃に保って重合反応を完結させた。そして、水酸化ナトリウム水溶液で中和して、質量平均分子量100000の共重合体(1)の水溶液を得た。
ジムロート冷却管、テフロン(登録商標)製の撹拌翼と撹拌シール付の撹拌器、窒素導入管、温度センサーを備えたガラス製反応容器に、3-メチル-3-ブテン-1-オール(イソプレノール)の水酸基にエチレンオキシドを付加(エチレンオキシドの平均付加モル数50)させたもの(以下、IPN-50と称す)(80%水溶液)198.2部、アクリル酸0.32部、過酸化水素水(2%水溶液)12.47部、イオン交換水44.75部を仕込み、250rpmで撹拌下、窒素を200mL/分で導入しながら58℃まで加温した。次に、アクリル酸27.12部、イオン交換水108.5部からなる混合溶液を3時間かけ滴下し、それと同時にL-アスコルビン酸0.74部、3-メルカプトプロピオン酸1.61部、イオン交換水86.31部からなる混合溶液を3時間30分かけて滴下した。滴下完了後1時間、58℃に保って重合反応を完結させた。そして、水酸化ナトリウム水溶液で中和して、質量平均分子量140000の共重合体(2)の水溶液を得た。
ジムロート冷却管、テフロン(登録商標)製の撹拌翼と撹拌シール付の撹拌器、窒素導入管、温度センサーを備えたガラス製反応容器にイオン交換水103.7部を仕込み、250rpmで撹拌下、窒素を200mL/分で導入しながら70℃まで加温した。次に、IPN-50(80%水溶液)188部、アクリルアミド9.6部、イオン交換水53.07部からなる混合溶液を4時間かけ滴下し、それと同時に3-メルカプトプロピオン酸0.13部、イオン交換水29.47部からなる混合溶液と過硫酸アンモニウム0.48部とイオン交換水15.55部の混合溶液をそれぞれ5時間かけて滴下した。滴下完了後1時間、70℃に保って重合反応を完結させた。そして、水酸化ナトリウム水溶液で中和して、質量平均分子量130000の共重合体(3)の水溶液を得た。
ジムロート冷却管、テフロン(登録商標)製の撹拌翼と撹拌シール付の撹拌器、窒素導入管、温度センサーを備えたガラス製反応容器にイオン交換水117.3部を仕込み、250rpmで撹拌下、窒素を200mL/分で導入しながら70℃まで加温した。次に、IPN-50(80%水溶液)188部、アクリルアミド9.6部、イオン交換水53.07部からなる混合溶液を4時間かけ滴下し、それと同時に過硫酸アンモニウム0.48部とイオン交換水31.59部の混合溶液を5時間かけて滴下した。滴下完了後1時間、70℃に保って重合反応を完結させた。そして、水酸化ナトリウム水溶液で中和して、質量平均分子量210000の共重合体(4)の水溶液を得た。
ジムロート冷却管、テフロン(登録商標)製の撹拌翼と撹拌シール付の撹拌器、窒素導入管、温度センサーを備えたガラス製反応容器にイオン交換水:103.7部を仕込み、250rpmで撹拌下、窒素を200mL/分で導入しながら70℃まで加温した。次に、IPN-50(80%水溶液)180部、ヒドロキシエチルアクリレート16.0部、イオン交換水44.0部からなる混合溶液を4時間かけて滴下し、それと同時に、3-メルカプトプロピオン酸0.06部とイオン交換水40.2部からなる混合溶液と、過硫酸アンモニウム1.98部とイオン交換水64.05部からなる混合溶液をそれぞれ5時間かけて滴下した。滴下完了後、1時間、70℃に保って重合反応を完結させた。そして、水酸化ナトリウム水溶液で中和して、質量平均分子量350000の共重合体(5)の水溶液を得た。
ジムロート冷却管、テフロン(登録商標)製の撹拌翼と撹拌シール付の撹拌器、窒素導入管、温度センサーを備えたガラス製反応容器にイオン交換水:143.97部を仕込み、250rpmで撹拌下、窒素を200mL/分で導入しながら70℃まで加温した。次に、IPN-50(80%水溶液)180部、ヒドロキシエチルアクリレート16.0部、イオン交換水44.0部からなる混合溶液を4時間かけて滴下し、それと同時に、過硫酸アンモニウム1.98部とイオン交換水64.05部からなる混合溶液を5時間かけて滴下した。滴下完了後、1時間、70℃に保って重合反応を完結させた。そして、水酸化ナトリウム水溶液で中和して、質量平均分子量740000の共重合体(6)の水溶液を得た。
ジムロート冷却管、テフロン(登録商標)製の撹拌翼と撹拌シール付の撹拌器、窒素導入管、温度センサーを備えたガラス製反応容器にイオン交換水80.0部を仕込み、250rpmで撹拌下、窒素を200mL/分で導入しながら70℃まで加温した。次に、メタクリル酸にエチレンオキシドを付加(エチレンオキシドの平均付加モル数8)させたもの(日油株式会社製、PE350)80.0部、イオン交換水88.0部からなる混合溶液を4時間かけて滴下し、それと同時に、3-メルカプトプロピオン酸0.58部とイオン交換水122.0部からなる混合溶液と、過硫酸アンモニウム0.37部とイオン交換水37.09部からなる混合溶液をそれぞれ5時間かけて滴下した。滴下完了後、1時間、70℃に保って重合反応を完結させた。そして、水酸化ナトリウム水溶液で中和して、質量平均分子量130000の重合体(7)の水溶液を得た。
ジムロート冷却管、テフロン(登録商標)製の撹拌翼と撹拌シール付の撹拌器、窒素導入管、温度センサーを備えたガラス製反応容器にイオン交換水80.0部を仕込み、250rpmで撹拌下、窒素を200mL/分で導入しながら70℃まで加温した。次に、メタクリル酸にエチレンオキシドを付加(エチレンオキシドの平均付加モル数8)させたもの(日油株式会社製、PE350)160.0部、3-メルカプトプロピオン酸3.87部、イオン交換水106.7部からなる混合溶液を4時間かけて滴下し、それと同時に、過硫酸アンモニウム0.749部とイオン交換水48.71部からなる混合溶液をそれぞれ5時間かけて滴下した。滴下完了後、1時間、70℃に保って重合反応を完結させた。そして、水酸化ナトリウム水溶液で中和して、質量平均分子量20000の共重合体(8)の水溶液を得た。
PEG50万(ポリエチレングリコール、和光純薬工業社製、質量平均分子量=50万)、TIPA(トリイソプロパノールアミン、和光純薬工業社製)を表1の条件で配合して、セメント用添加剤(1)を調製した。
PEG3400(ポリエチレングリコール、和光純薬工業社製、質量平均分子量=3400)、TIPAを表1の条件で配合して、セメント用添加剤(2)を調製した。
PEG5000(ポリエチレングリコール、アルドリッチ社製、質量平均分子量=5000)、EDIPA(ヒドロキシエチルジイソプロパノールアミン、アルドリッチ社製)を表1の条件で配合して、セメント用添加剤(3)を調製した。
PEG6000(ポリエチレングリコール、和光純薬工業社製、質量平均分子量=6000)、EDIPAを表1の条件で配合して、セメント用添加剤(4)を調製した。
共重合体(3)、TIPAを表1の条件で配合して、セメント用添加剤(5)を調製した。
共重合体(3)、TIPAを表1の条件で配合して、セメント用添加剤(6)を調製した。
共重合体(4)、EDIPAを表1の条件で配合して、セメント用添加剤(7)を調製した。
共重合体(4)、EDIPAを表1の条件で配合して、セメント用添加剤(8)を調製した。
共重合体(5)、TIPAを表1の条件で配合して、セメント用添加剤(9)を調製した。
共重合体(6)、EDIPAを表1の条件で配合して、セメント用添加剤(10)を調製した。
重合体(7)、TIPAを表1の条件で配合して、セメント用添加剤(11)を調製した。
共重合体(8)、EDIPAを表1の条件で配合して、セメント用添加剤(12)を調製した。
ESP(質量平均分子量=23000、ポリエチレンイミン(質量平均分子量=600)のアミノ基の活性水素1モルに対してエチレンオキシドを20モル付加したもの)、TIPAを表1の条件で配合して、セメント用添加剤(13)を調製した。
SB300(質量平均分子量=13000、ソルビトール1モルに対してエチレンオキシドを300モル付加したもの)、THEDA(N,N,N’,N’-テトラキス(2-ヒドロキシプロピル)エチレンジアミン、東京化成社製)を表1の条件で配合して、セメント用添加剤(14)を調製した。
PEG50万、TIPAを表1の条件で配合し、さらにグルコン酸をPEG50万に対して20質量%の割合で配合して、セメント用添加剤(15)を調製した。
PEG50万、TIPAを表1の条件で配合して、セメント用添加剤(16)を調製した。
PEG3400、TIPAを表1の条件で配合して、セメント用添加剤(17)を調製した。
PEG5000、TIPAを表1の条件で配合して、セメント用添加剤(18)を調製した。
PEG6000、TIPAを表1の条件で配合して、セメント用添加剤(19)を調製した。
共重合体(3)、THEDAを表1の条件で配合して、セメント用添加剤(20)を調製した。
共重合体(3)、EDIPAを表1の条件で配合して、セメント用添加剤(21)を調製した。
共重合体(3)、THEDAを表1の条件で配合して、セメント用添加剤(22)を調製した。
共重合体(4)、TIPAを表1の条件で配合して、セメント用添加剤(23)を調製した。
共重合体(4)、THEDAを表1の条件で配合して、セメント用添加剤(24)を調製した。
共重合体(4)、EDIPAを表1の条件で配合して、セメント用添加剤(25)を調製した。
共重合体(5)、TIPAを表1の条件で配合して、セメント用添加剤(26)を調製した。
共重合体(6)、TIPAを表1の条件で配合して、セメント用添加剤(27)を調製した。
重合体(7)、TIPAを表1の条件で配合して、セメント用添加剤(28)を調製した。
共重合体(8)、THEDAを表1の条件で配合して、セメント用添加剤(29)を調製した。
ESP、TIPAを表1の条件で配合して、セメント用添加剤(30)を調製した。
SB300、TIPAを表1の条件で配合して、セメント用添加剤(31)を調製した。
表2のように、TIPAをセメント用添加剤(C1)とした。
表2のように、EDIPAをセメント用添加剤(C2)とした。
表2のように、THEDAをセメント用添加剤(C3)とした。
表2のように、PEG50万をセメント用添加剤(C4)とした。
表2のように、PEG2000(ポリエチレングリコール、DOW社製、質量平均分子量=2000)をセメント用添加剤(C5)とした。
表2のように、PEG3400をセメント用添加剤(C6)とした。
表2のように、PEG5000をセメント用添加剤(C7)とした。
表2のように、PEG6000をセメント用添加剤(C8)とした。
表2のように、共重合体(3)をセメント用添加剤(C9)とした。
表2のように、共重合体(4)をセメント用添加剤(C10)とした。
表2のように、共重合体(5)をセメント用添加剤(C11)とした。
表2のように、共重合体(6)をセメント用添加剤(C12)とした。
表2のように、重合体(7)をセメント用添加剤(C13)とした。
表2のように、共重合体(8)をセメント用添加剤(C14)とした。
表2のように、ESPをセメント用添加剤(C15)とした。
表2のように、SB300をセメント用添加剤(C16)とした。
表2のように、DEG(ジエチレングリコール、和光純薬工業社製)をセメント用添加剤(C17)とした。
DEG、TIPAを表2の条件で配合して、セメント用添加剤(C18)を調製した。
PEG2000、TIPAを表2の条件で配合して、セメント用添加剤(C19)を調製した。
表3に示す条件にて、減水剤とセメント用添加剤を用いて圧縮強度を測定した。結果を表3に示した。
表4に示す条件にて、減水剤とセメント用添加剤を用いて圧縮強度を測定した。結果を表4に示した。
表5に示す条件にて、減水剤とセメント用添加剤を用いて圧縮強度を測定した。結果を表5に示した。
表6に示す条件にて、減水剤とセメント用添加剤を用いて圧縮強度を測定した。結果を表6に示した。
表7に示す条件にて、減水剤とセメント用添加剤を用いて圧縮強度を測定した。結果を表7に示した。
Claims (15)
- 質量平均分子量が3000より大きく多価アルコール1モルにアルキレンオキシドが5モル以上付加された構造を有する化合物(A)と、アルカノールアミン化合物(B)とを含む、セメント用添加剤。
- 前記セメント用添加剤中の、前記化合物(A)と前記アルカノールアミン化合物(B)の合計量の含有割合が50質量%~100質量%である、請求項1に記載のセメント用添加剤。
- 前記含有割合が95質量%~100質量%である、請求項2に記載のセメント用添加剤。
- 前記化合物(A)に対する前記アルカノールアミン化合物(B)の割合が1質量%~10000質量%である、請求項1に記載のセメント用添加剤。
- 前記割合が5質量%~300質量%である、請求項4に記載のセメント用添加剤。
- 前記割合が10質量%~150質量%である、請求項5に記載のセメント用添加剤。
- 前記化合物(A)の質量平均分子量が4000~10000000である、請求項1に記載のセメント用添加剤。
- 前記質量平均分子量が10000~700000である、請求項7に記載のセメント用添加剤。
- 前記アルキレンオキシドの付加モル数が10~100000である、請求項1に記載のセメント用添加剤。
- 前記付加モル数が30~5000である、請求項9に記載のセメント用添加剤。
- 前記化合物(A)が、ポリエチレングリコール、メタクリル酸のアルキレンオキシド付加体由来の構造単位を有する共重合体、ソルビトールのアルキレンオキシド付加体、3-メチル-3-ブテニルアルコールのアルキレンオキシド付加体由来の構造単位を有する共重合体、ポリエチレンイミンのアミノ基に結合している活性水素へのアルキレンオキシド付加体から選ばれる少なくとも1種である、請求項1に記載のセメント用添加剤。
- 前記アルカノールアミン化合物(B)が、トリイソプロパノールアミン、N,N,N’,N’-テトラキス(2-ヒドロキシプロピル)エチレンジアミン、ジイソプロパノールエタノールアミンから選ばれる少なくとも1種である、請求項1に記載のセメント用添加剤。
- 請求項1に記載のセメント用添加剤を含む、セメント組成物。
- 請求項1から12までのいずれかに記載の化合物(A)であって、
請求項1から12までのいずれかに記載のセメント用添加剤に用いる、
セメント用添加剤用原料。 - 請求項1から12までのいずれかに記載のアルカノールアミン化合物(B)であって、
請求項1から12までのいずれかに記載のセメント用添加剤に用いる、
セメント用添加剤用原料。
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EP16821463.3A EP3321242A4 (en) | 2015-07-09 | 2016-07-07 | CEMENT ADDITIVE, CEMENT COMPOSITION, CEMENT ADDITIVE RAW MATERIAL |
US15/742,952 US20190084881A1 (en) | 2015-07-09 | 2016-07-07 | Cement additive, cement composition, and raw material for cement additive |
CN201680040383.2A CN107848884B (zh) | 2015-07-09 | 2016-07-07 | 水泥用添加剂、水泥组合物和水泥用添加剂用原料 |
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Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2020050580A (ja) * | 2018-09-21 | 2020-04-02 | 株式会社日本触媒 | セメント用添加剤、セメント混和剤、およびセメント組成物 |
JP2020176045A (ja) * | 2019-04-16 | 2020-10-29 | 株式会社日本触媒 | セメント用添加剤、セメント用強度向上剤、セメント組成物、およびセメント組成物の強度向上方法 |
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KR101951167B1 (ko) * | 2018-06-19 | 2019-02-21 | 주욱영 | 친환경 레미콘 초경화 지연제 조성물 |
CN109574538B (zh) * | 2018-11-21 | 2021-05-25 | 杭州砺品科技有限公司 | 一种混凝土减胶剂及其制备工艺、应用方法 |
CN110668716A (zh) * | 2019-11-21 | 2020-01-10 | 衡阳县海华水泥有限责任公司 | 一种复合水泥及其制备方法 |
KR102159545B1 (ko) * | 2020-04-07 | 2020-09-23 | 주식회사 데코페이브 | 자가세정 기능을 갖는 보차도 블록 제조방법 및 이의 제조방법에 의하여 제조된 보차도 블록 |
CN115353316A (zh) * | 2022-09-16 | 2022-11-18 | 中建研科技股份有限公司 | 一种细石混凝土添加剂及其制备方法 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002145651A (ja) * | 2000-10-31 | 2002-05-22 | Taiheiyo Cement Corp | セメント組成物 |
JP2011079721A (ja) * | 2009-10-09 | 2011-04-21 | Nippon Shokubai Co Ltd | 早期強度用セメント混和剤 |
JP2013018677A (ja) * | 2011-07-11 | 2013-01-31 | Kao Corp | 水硬性粉体の製造方法 |
JP2013528153A (ja) * | 2010-05-25 | 2013-07-08 | ダブリュー・アール・グレイス・アンド・カンパニー−コネチカット | 水和性セメント系組成物用の脱泡剤 |
Family Cites Families (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NZ235347A (en) * | 1989-10-06 | 1991-09-25 | Grace W R & Co | Enhanced blended and portland cement compositions characterised by the addition of a higher trialkanolamine as a strength enhancing agent |
US4990190A (en) * | 1989-10-06 | 1991-02-05 | W. R. Grace & Co.-Conn. | Strength enhancing additive for certain portland cements |
JP2972395B2 (ja) * | 1991-06-24 | 1999-11-08 | 川研ファインケミカル株式会社 | ジエタノールアミン含量の低い脂肪酸ジエタノールアミド型界面活性剤の製造方法 |
JPH0664956A (ja) * | 1992-08-18 | 1994-03-08 | Kao Corp | セメント混和剤 |
TW416937B (en) * | 1997-10-01 | 2001-01-01 | Grace W R & Co | Improved processing additives for hydraulic cements |
JP5077904B2 (ja) * | 2001-05-31 | 2012-11-21 | Basfジャパン株式会社 | セメント組成物用消泡剤 |
US6800129B2 (en) * | 2003-01-30 | 2004-10-05 | W. R. Grace & Co.-Conn. | High solids pumpable cement additives |
JP4686656B2 (ja) * | 2005-08-19 | 2011-05-25 | サンノプコ株式会社 | 表面美観向上剤 |
US20070095256A1 (en) * | 2005-10-14 | 2007-05-03 | Nippon Shokubai Co., Ltd. | Cement additive |
JP4987533B2 (ja) * | 2007-03-28 | 2012-07-25 | 株式会社日本触媒 | セメント混和剤 |
EP2660218A1 (de) * | 2012-05-04 | 2013-11-06 | Construction Research & Technology GmbH | Verfahren zur Herstellung eines hydraulischen Bindemittels, entsprechendes Additiv sowie dessen Verwendung. |
JP6001357B2 (ja) * | 2012-06-29 | 2016-10-05 | 花王株式会社 | 水硬性組成物 |
-
2016
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-
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Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002145651A (ja) * | 2000-10-31 | 2002-05-22 | Taiheiyo Cement Corp | セメント組成物 |
JP2011079721A (ja) * | 2009-10-09 | 2011-04-21 | Nippon Shokubai Co Ltd | 早期強度用セメント混和剤 |
JP2013528153A (ja) * | 2010-05-25 | 2013-07-08 | ダブリュー・アール・グレイス・アンド・カンパニー−コネチカット | 水和性セメント系組成物用の脱泡剤 |
JP2013018677A (ja) * | 2011-07-11 | 2013-01-31 | Kao Corp | 水硬性粉体の製造方法 |
Non-Patent Citations (1)
Title |
---|
See also references of EP3321242A4 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2020050580A (ja) * | 2018-09-21 | 2020-04-02 | 株式会社日本触媒 | セメント用添加剤、セメント混和剤、およびセメント組成物 |
JP7277317B2 (ja) | 2018-09-21 | 2023-05-18 | 株式会社日本触媒 | セメント用添加剤、セメント混和剤、およびセメント組成物 |
JP2020176045A (ja) * | 2019-04-16 | 2020-10-29 | 株式会社日本触媒 | セメント用添加剤、セメント用強度向上剤、セメント組成物、およびセメント組成物の強度向上方法 |
JP7458200B2 (ja) | 2019-04-16 | 2024-03-29 | 株式会社日本触媒 | セメント用添加剤、セメント用強度向上剤、セメント組成物、およびセメント組成物の強度向上方法 |
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JPWO2017006995A1 (ja) | 2018-03-08 |
BR112017028359B1 (pt) | 2020-04-22 |
MY167711A (en) | 2018-09-21 |
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