WO2009050104A1 - Cement additives - Google Patents
Cement additives Download PDFInfo
- Publication number
- WO2009050104A1 WO2009050104A1 PCT/EP2008/063542 EP2008063542W WO2009050104A1 WO 2009050104 A1 WO2009050104 A1 WO 2009050104A1 EP 2008063542 W EP2008063542 W EP 2008063542W WO 2009050104 A1 WO2009050104 A1 WO 2009050104A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- poly
- ether
- oxyethylene
- polycarboxylic acid
- meth
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
- C04B40/0039—Premixtures of ingredients
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/308—Slump-loss preventing 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/32—Superplasticisers
-
- 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
- C04B2103/56—Opacifiers
- C04B2103/58—Shrinkage reducing 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
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/29—Frost-thaw resistance
Definitions
- the present invention relates to cement additives. More closely, the present invention relates to cement additives which render to cement compositions high fluidity and the retention thereof, excellent shrinkage reducing effect and frost-thaw resistance without entraining excessive air, and exhibit excellent solution stability.
- a shrinkage reducing agent composed mainly of Ci -4 alcohol alkylene oxide adduct or Ci- 4 alkylphenol alkylene oxide adduct is generally used with an antifoaming agent since it has a disadvantage of entraining excessive air into cement compositions; it involves problems of difficulty in air volume control and reduction in frost-thaw resistance of cement compositions.
- polycarboxylic acid-based cement dispersants for improving the fluidity of cement compositions.
- Polycarboxylic acid-based cement dispersants which improve the fluidity of cement compositions by their high water-reducing properties, are generally used with an antifoaming agent since they involve a disadvantage of entraining a large volume of air and increasing air volume contained in cement compositions with time; they involve problems of difficulties in air volume control and reduction in frost-thaw resistance of cement compositions.
- shrinkage reducing agent and cement dispersants involve also a problem of poor solution stability since antifoaming agents generally have poor compatibility with a water solution of polycarboxylic acid-based cement dispersant, and are easily separated when used in the form of one solution consisting of the mixture thereof.
- Reference 1 proposes a shrinkage reducing agent for cement wherein polyalkylene compounds having a C1-9 hydrocarbon group, for example, an alkyl-, alkenyl-, aryl- or cycloalkyl group are impregnated into cement hardened products.
- Reference 2 proposes a dry-shrinkage reducing agent for cement containing a polyalkylene compound having a C1-8 alkyl group or C1-8 alkenyl group.
- Refer- ence 3 proposes a cement additive obtained by mixing, in a specific ratio, a polyalkylene compound having a Ci -4 alkyl group and a water-soluble polymer obtained by polymerizing an oxyalkylene group-containing unsaturated ester or ether with an unsaturated carboxylic acid, which exhibits excellent self-shrinkage reducing effect even in a low water to powder ratio.
- Reference 4 proposes a cement additive composed essentially of a polycarboxylic acid-based copolymer containing a polyalkyleneimine-based monomer as an essential constituting unit and a polyalkylene-based ether compound having a Ci-s alkyl group, which exhibits good self-shrinkage reducing effect in the ultra high strength range and excels in making low viscosity concrete.
- Reference 5 proposes an admixture which is an admixture composition for hydraulic materials containing a polyalkylene-based shrinkage reducing agent having a C2-30 hydrocarbon group (e.g., alkyl group and cyclic alkyl group) and a polycarboxylic acid-based high performance AE water reducing admixture, which can effectively reduce dry-shrinkage and render fluidity and dispersibil- ity.
- Reference 6 proposes a cement admixture containing polyalkyleneglycol and a polyalkyleneglycol mono(meth)acrylate/unsaturated carboxylic acid-based copolymer, which can exhibit excellent crack preventing effect by the addition in a small amount and has good fluidity.
- Reference 7 proposes an admixture containing a polyalkylene-based shrinkage reducing agent having a C1-10 alkyl-, d-io cycloalkyl-, Ci-io alkylphenyl-, C-i-io cycloalkylalkyl- or Ci-io alkenyl group, an anti- foaming agent and a polycarboxylic acid-based water reducing admixture, which excels in shrinkage reducing effect and frost damage resistance.
- a polyalkylene-based shrinkage reducing agent having a C1-10 alkyl-, d-io cycloalkyl-, Ci-io alkylphenyl-, C-i-io cycloalkylalkyl- or Ci-io alkenyl group, an anti- foaming agent and a polycarboxylic acid-based water reducing admixture, which excels in shrinkage reducing effect and frost damage resistance.
- Reference 8 proposes an additive for hydraulic cement compositions, obtained by mixing an allyl- or methallyl group-containing polyalkylene compound, a C1-6 alkyl- or C4-6 cycloalkyl group- containing polyalkylene compound and aliphatic diol diester or aliphatic dicarboxylic acid diester in a specific ratio, which reduces dry- shrinkage and renders resistance against frost-thaw action.
- the arts disclosed in References 7 and 8 use an antifoaming agent as an essential component, exhibiting insufficient frost-thaw resistance and solution stability.
- JP Patent Publication No. 2002-338315 The problem to be solved by the present invention is to provide cement additives which render high fluidity and the retention thereof, excellent shrinkage reducing effect and frost-thaw resistance to cement compositions without entraining excessive air, and ex- hibit excellent solution stability.
- the present invention relates to a cement additive essentially comprising: one or more kinds of alkenyl group-containing polyalkylene compounds (SR) represented by the formula (1); one or more kinds of ester-based polycarboxylic acid copolymers (PC1 ) containing, as essential constituting units, a monomer 1 represented by the formula (2) and a copolymerizable unsaturated carboxylic acid monomer (UC1); and one or more kinds of ether-based polycarboxylic acid copolymers (PC2) containing, as essential constituting units, a monomer 2 represented by the formula (3) and a copolymerizable unsaturated carboxylic acid monomer (UC2):
- SR alkenyl group-containing polyalkylene compounds
- PC1 ester-based polycarboxylic acid copolymers
- UC1 copolymerizable unsaturated carboxylic acid monomer
- PC2 ether-based polycarboxylic acid copolymers
- R 1 is an alkenyl group-containing C2-10 alcohol residue
- R 2 is hydrogen or a Ci- 30 hydrocarbon group
- a 1 O is one or more kinds of C2-4 oxyalkylene groups and s is a mean addition number of moles of A 1 O and an integer of 1 to 20
- R 3 is an unsaturated monocarboxylic acid- or unsaturated dicarboxylic acid residue represented by the formula (2a)
- R 4 , R 5 and R 7 are each independently hydrogen or a methyl group
- R 6 is hydrogen, a methyl group or COOM
- M is hydrogen, alkaline metal, alkaline earth metal or (A 4 O)I-R 8
- a 2 O and A 4 O are one or more kinds of C2-4 oxyalkylene groups
- R 8 is hydrogen or a methyl group
- t and I are mean addition numbers of moles Of A 2 O and A 4 O, respectively, and integers of 1 to 100);
- R 9 is an unsaturated alcohol residue represented by the formula (3a)
- R 10 , R 11 , R 12 and R 13 are each independently hydrogen or a methyl group
- a 3 O is one or more kinds of C2-4 oxyalkylene groups
- n is an integer of 0 to 2
- u is a mean addition number of moles of (A 3 O) and an integer of 1 to 100).
- the present invention relates to the above cement additive, wherein the compounding ratio of the ether-based polycarboxylic acid copolymer (PC2) is 5 to 90 wt % on the basis of the total amount (PC1 + PC2) of the ester-based polycarboxylic acid copolymer (PC1 ) and the ether-based polycarboxylic acid copolymer (PC2).
- the present invention further relates to the above cement additive, wherein the compounding ratio of the alkenyl group-containing polyalkylene compound (SR) is 0.1 to 10 wt parts on the basis of the total wt parts (PC1 + PC2) of the ester-based polycarbox- ylic acid copolymer (PC1 ) and the ether-based polycarboxylic acid copolymer (PC2).
- SR alkenyl group-containing polyalkylene compound
- the present cement additive renders to cement compositions high fluidity and the retention thereof, and excellent shrinkage reducing effect and frost-thaw resistance without entraining excessive air, exhibits excellent solution stability.
- the present cement additive essentially comprises: one or more kinds of alkenyl group- containing polyalkylene compounds (SR) represented by the formula (1 ); one or more kinds of ester-based polycarboxylic acid copolymers (PC1 ) containing, as essential constituting units, a monomer 1 represented by the formula (2) and a copolymerizable unsaturated carboxylic acid monomer (UC1); and one or more kinds of ether-based polycarboxylic acid copolymers (PC2) containing, as essential constituting units, a monomer 2 represented by the formula (3) and a copolymerizable unsaturated carbox- ylic acid monomer (UC2).
- SR alkenyl group- containing polyalkylene compounds
- PC1 ester-based polycarboxylic acid copolymers
- UC1 ester-based polycarboxylic acid copolymers
- PC2 ether-based polycarboxylic acid copolymers
- the above alkenyl group-containing polyalkylene compound (SR) is not particularly limited, but should preferably be water-soluble.
- the compounding ratio of the ether-based polycarboxylic acid copolymer (PC2) should prefera- bly be 5 to 90 wt % on the basis of the total amount (PC1 + PC2) of the ester-based polycarboxylic acid copolymer (PC1 ) and the ether-based polycarboxylic acid copolymer (PC2).
- the compounding ratio should preferably be 0.1 to 10 wt parts on the basis of the total wt parts (PC1 + PC2) of the ester-based polycarboxylic acid copolymer (PC1) and the ether- based polycarboxylic acid copolymer (PC2).
- R 1 is an alkenyl group-containing C2-10 alcohol residue
- R 2 is hydrogen or a Ci- 30 hydrocarbon group
- a 1 O is one or more kinds of C2-4 oxyalkylene groups and s is a mean addition number of moles of A 1 O and an integer of 1 to 20).
- the compounds having an alkenyl-group containing C2-10 alcohol residue include vinyl alcohol, allyl alcohol, propenyl alcohol, isopropenyl alcohol, methallyl alcohol, butenyl alcohol, isobutenyl alcohol, pentenyl alcohol, isopentenyl alcohol, hex- enyl alcohol, heptenyl alcohol, octenyl alcohol and nonenyl alcohol, and in terms of shrinkage reducing effect and water solubility, C2- 6 alcohols are preferable, and vinyl alcohol, allyl alcohol, methallyl alcohol, butenyl alcohol and isopentenyl alcohol are more preferable.
- the HLB Hydrophilicity and hydrophobicity
- the alkenyl group- containing polyalkylene compound (SR) should preferably be not less than 10, more preferably not less than 14.
- a 1 O is a C2-4 oxyalkylene group, concretely, ethylene oxide, propylene oxide or butylene oxide.
- the kinds of polymerization of alkylene oxide to be added are not particularly limited, and may be the single polymerization of one kind of alkylene oxide, or the random copolymerization, block copolymerization or random/block copolymerization of two or more kinds of alkylene oxides; the single po- lymerization of ethylene oxide is preferable.
- s is a mean addition number of moles of A 1 O and an integer of 1 to 20, preferably 2 to 12, and more preferably 4 to 10.
- R 2 is hydrogen or a C1-30 hydrocarbon group, and in terms of water solubility, it should preferably be hydrogen or a Ci -4 hydrocarbon group, more preferably hydrogen or a methyl group.
- R 3 is an unsaturated monocarboxylic acid- or unsaturated dicarboxylic acid residue represented by the formula (2a)
- R 4 , R 5 and R 7 are each independently hydrogen or a methyl group
- R 6 is hydrogen, a methyl group or COOM
- M is hydrogen, alkaline metal, alkaline earth metal or (A 4 O)I-R 8
- a 2 O and A 4 O are one or more kinds of C2-4 oxyal- kylene groups
- R 8 is hydrogen or a methyl group
- t and I are mean addition numbers of moles Of A 2 O and A 4 O, respectively, and integers of 1 to 100).
- the unsaturated monocarboxylic acid residues or the unsaturated dicarboxylic acid residues include unsaturated monocarboxylic acid residues such as acrylic acid residue, methacrylic acid residue and crotonic acid residue; and unsaturated dicarboxylic acid residues such as maleic acid residue, itaconic acid residue, citraconic acid residue and fumaric acid residue; acrylic acid residue, methacrylic acid residue and maleic acid residue are preferable.
- the compounds having an unsaturated monocarboxylic acid residue include (poly)oxyethylene(meth)acrylate, (poly)oxyethylene crotonate, (poly)oxypropylene(meth)acrylate, (poly)oxypropylene crotonate, (poly)oxyethylene(poly)oxypropylene(meth)acrylate, (poly)oxyethylene(poly)oxypropylene crotonate, (poly)oxyethylene(poly)oxybutylene(meth)acrylate, (poly)oxyethylene(poly)oxybutylene crotonate, methoxy(poly)oxyethylene(meth)acrylate, methoxy(poly)oxyethylene crotonate, methoxy(poly)oxypropylene(meth)acrylate, methoxy(poly)oxypropylene crotonate, methoxy(poly)oxyethylene(poly)oxypropylene(meth)acrylate, meth- oxy(poly)oxyethylene(pol
- the compounds having an unsaturated dicarboxylic acid residue include (poly)oxyethylene maleate, (poly)oxyethylene itaconate, (poly)oxyethylene citraconate, (poly)oxyethylene fumarate, (poly)oxypropylene maleate, (poly)oxypropylene itaconate, (poly)oxypropylene citraconate, (poly)oxypropylene fumarate, (poly)oxyethylene(poly)oxypropylene maleate, (poly)oxyethylene(poly)oxypropylene itaconate, (poly)oxyethylene(poly)oxypropylene citraconate, (poly)oxyethylene(poly)oxypropylene fumarate, (poly)oxyethylene(poly)oxybutylene maleate, (poly)oxyethylene(poly)oxybutylene itaconate, (poly)oxyethylene(poly)oxybutylene citraconate, (poly)oxyethylene(poly)oxybutylene fumarate, me
- a 2 O and A 4 O are one or more kinds of C2-4 oxyalkylene groups, and the kinds of the polymerizations of alkylene oxide to be added are not particularly limited, and may be the single polymerization of one kind of alkylene oxide, or the random copolymerization, block copolymerization or random/block copolymeriza- tion of two or more kinds of alkylene oxides, t and I are mean addition numbers of moles Of A 2 O and A 4 O, respectively, and integers of 1 to 100, preferably 5 to 50. [0028]
- R 9 is an unsaturated alcohol residue represented by the formula (3a)
- R 10 , R 11 , R 12 and R 13 are each independently hydrogen or a methyl group
- a 3 O is one or more kinds of C2-4 oxyalkylene groups
- n is an integer of 0 to 2
- u is a mean addition number of moles of (A 3 O) and an integer of 1 to 100.
- the unsaturated alcohol residues include vinyl alcohol residue, allyl alcohol residue, methallyl alcohol residue, butenyl alcohol residue, methylbutenyl alcohol residue, pentenyl alcohol residue and dimethylpropenyl alcohol residue, preferably, vinyl alcohol residue, allyl alcohol residue, methallyl alcohol residue and methylbutenyl alcohol residue.
- the compounds having these residues concretely include (poly)oxyethylenevinyl ether, (poly)oxyethylene(meth)allyl ether, (poly)oxyethylenebutenyl ether, (poly)oxyethylenemethylbutenyl ether, (poly)oxyethylenepentenyl ether, (poly)oxyethylenedimethylpropenyl ether, (poly)oxyethylenemethylpentenyl ether, (poly)oxyethylenedimethylpentenyl ether, (poly)oxypropylenevinyl ether, (poly)oxypropylene(meth)allyl ether,
- a 3 O is one or more kinds of C2-4 oxyalkylene groups, and the kinds of the polymerization of alkylene oxides to be added are not particularly limited, and may be the single polymerization of one kind of alkylene oxide, or the random copolymerization, block copolymerization or random/block copolymerization of two or more kinds of alkylene oxides, u is a mean addition number of moles of A 3 O and an integer of 1 to 100, preferably 5 to 50.
- the monomer 1 represented by the formula (2) the monomer 2 represented by the formula (3), the copolymerizable unsaturated carboxylic acid monomers (UC1) and
- UC2 include unsaturated monocarboxylic acid-based monomers such as acrylic acid, methacrylic acid and crotonic acid, and the metal salt, ammonium salt and amine salt thereof; unsaturated dicarboxylic acid-based monomers such as maleic acid, itaconic acid, citraconic acid and fumaric acid, and the metal salt, ammonium salt and amine salt thereof; maleic anhydride; itaconic anhydride; and citraconic anhydride.
- Acrylic acid, methacrylic acid and maleic acid are preferable.
- the above ester-based polycarboxylic acid copolymer (PC1 ) and the ether-based polycarboxylic acid copolymer (PC2) should have a weight aver- age molecular weight in the range of 5,000 to 100,000, preferably 10,000 to 50,000.
- constituting units derived from other copolymerizable monomers in addition to the unsaturated carboxylic acid monomers (UC1 ) and (UC2) may be contained.
- the ester-based polycarboxylic acid copolymer (PC1) may be copolymerized with the monomer 2 represented by the formula (3) and the ether-based polycarboxylic acid copolymer (PC2) may be copolymerized with the monomer 1 represented by the formula (2), but production efficiency is reduced because of the complicated production process.
- the compounding ratio of the ether-based polycarbox- ylic acid copolymer (PC2) should be 5 to 90 wt %, preferably 15 to 85 wt % of the total amount (PC1 + PC2) of the ester-based polycarboxylic acid copolymer (PC1) and the ether-based polycarboxylic acid copolymer (PC2).
- the compounding ratio of the ether-based polycarboxylic acid copolymer (PC2) is less than 5 wt%, the dry-shrinkage reducing effect tends to be reduced, and in the case where the compounding ratio exceeds 90 wt %, the frost-thaw resistance tends to be reduced.
- the compounding ratio of the alkenyl group-containing polyalkylene compound (SR) should be 0.1 to 10 wt parts, preferably 0.25 to 7.5 wt parts of the total wt parts (PC1 + PC2) of the ester-based polycarboxylic acid copolymer (PC1 ) and the ether-based polycarboxylic acid copolymer (PC2).
- the compounding ratio of the alkenyl group-containing polyalkylene compound (SR) is less than 0.1 wt parts, the obtained shrinkage reducing effect is insufficient, and in the case where the compounding ratio exceeds 10 wt parts, air entraining property tends to be increased and excessive shrinkage reducing effect is rendered when targeted dispersibility is achieved, resulting in cost inefficiency.
- the mean addition number of moles (s) of (A 1 O) of the alkenyl group-containing polyalkylene compound should be identical with or smaller than at least the larger one of the mean addition number of moles (t) of the alkylene glycol chain part (A 2 O) of the ester-based polycarboxylic acid copolymer (PC1) or the mean addition number of moles (u) of the alkylene glycol chain part (A 2 O) of the ether- based polycarboxylic acid copolymer (PC2), and the ratio of the addition numbers of moles should preferably be not more than 0.9. Out of the range, the fluidity of a cement composition and the retention thereof, viscosity suitable for working and shrinkage reducing effect tend to be reduced.
- the method for adding the present cement additive is limited in no way, and similarly to the method for adding ordinary cement admixtures, method of mixing the cement additive to cement compositions, method of adding the cement additive to once kneaded concrete compositions or a method of adding the cement additive during the transportation by a concrete mixer truck or after the arrival at a site can properly be employed, and the optimal method can be selected case by case in consideration of the application conditions.
- the present cement additives include, but not particularly limited to, ordinary-, moderate heat-, low-heat and white Portland cements; eco-cement produced from raw mate- rials such as municipal waste incinerated ash and sewage sludge incinerated ash; mixed cements obtained by adding mineral fine powder such as blast furnace slag, silica fume, lime stone, fly ash, and gypsum to the above cements; and fast-curing cements obtained by adding aluminate minerals. Mixtures of the above cements may also be used.
- hydraulic gypsums such as hemihydrates gypsum and anhydrous gypsum are also used.
- the present cement additives include all the additives containing water, sand, crushed stone, other aggregates and admixture in addition to inorganic hydraulic substances; for example, in the case where Portland cement is used as an inorganic hydraulic substance, all of cement paste consisting of cement and water, mortar consisting of cement paste and sand, concrete consisting of mortar and coarse aggregate such as crushed stone and the one with which admixture is mixed are included in the present cement additives.
- the present cement additives may be used in combination with other materials if required, as long as the effect is not damaged.
- water-reducing admixture, high performance AE water-reducing admixture, foaming agent, superplasticizing admixture, setting retarder, promoter, thickener and anticorrosives may be used with the present cement additives.
- the ester-based polycarboxylic acid copolymer (PC1) containing, as essential constituting units, the monomer 1 represented by the formula (2) and the polymerizable unsaturated carboxylic acid monomer (UC1)
- the ether-based polycarboxylic acid copolymer (PC2) containing, as essential constituting units, the monomer 2 represented by the formula (3) and the copolymerizable unsaturated carboxylic acid mono- mer (UC2)
- commercially available products may be used without modification, or ones separately synthesized by usual and publicly-known methods may be used.
- HLB value 20 x (wt % of ethylene oxide)
- Length change rates were calculated in accordance with JIS A 1 129-3-2001 , using the concrete obtained by the above compounding, and shrinkage reducing properties were evaluated.
- Solution stability No separation observed at temperatures of 5, 20 and 40 0 C is represented by o , and separation observed at any one of the temperatures of 5, 20 and 40 0 C is represented by x.
- the present cement additives Under the concrete compounding conditions shown in Table 5, the present cement additives exhibited a slump of 18.0 ⁇ 1.0 cm, and this indicated that high fluidity could be rendered to the present cement additives. In addition, it was confirmed that said fluidity could be retained at a practically sufficient level.
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Macromonomer-Based Addition Polymer (AREA)
Abstract
Description
Claims
Priority Applications (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP08805184A EP2203398A1 (en) | 2007-10-19 | 2008-10-09 | Cement additives |
| CA2702486A CA2702486A1 (en) | 2007-10-19 | 2008-10-09 | Cement additives |
| US12/681,795 US20120041157A9 (en) | 2007-10-19 | 2008-10-09 | Cement Additives |
| BRPI0817969 BRPI0817969A2 (en) | 2007-10-19 | 2008-10-09 | CEMENT ADDITIVES |
| CN200880111906A CN101827797A (en) | 2007-10-19 | 2008-10-09 | Cement additives |
| AU2008313877A AU2008313877A1 (en) | 2007-10-19 | 2008-10-09 | Cement additives |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP07/273031 | 2007-10-19 | ||
| JP2007273031A JP4531799B2 (en) | 2007-10-19 | 2007-10-19 | Cement additive |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2009050104A1 true WO2009050104A1 (en) | 2009-04-23 |
Family
ID=40345045
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/EP2008/063542 Ceased WO2009050104A1 (en) | 2007-10-19 | 2008-10-09 | Cement additives |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US20120041157A9 (en) |
| EP (1) | EP2203398A1 (en) |
| JP (1) | JP4531799B2 (en) |
| CN (1) | CN101827797A (en) |
| AU (1) | AU2008313877A1 (en) |
| BR (1) | BRPI0817969A2 (en) |
| CA (1) | CA2702486A1 (en) |
| WO (1) | WO2009050104A1 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011089085A1 (en) * | 2010-01-21 | 2011-07-28 | Basf Construction Polymers Gmbh | Dispersing agent |
| US8519029B2 (en) | 2008-06-16 | 2013-08-27 | Construction Research & Technology Gmbh | Copolymer admixture system for workability retention of cementitious compositions |
| JP2014125366A (en) * | 2012-12-25 | 2014-07-07 | Nippon Shokubai Co Ltd | Copolymer and application the same |
| DE102017213600A1 (en) | 2017-08-04 | 2019-02-07 | Evonik Röhm Gmbh | Concrete flow improvers |
| DE102017213607A1 (en) | 2017-08-04 | 2019-02-07 | Evonik Röhm Gmbh | Flow improver and water reducer |
| WO2019025477A1 (en) | 2017-08-04 | 2019-02-07 | Evonik Röhm Gmbh | Concrete flow improvers and water reducers |
| EP3549961A1 (en) | 2018-04-03 | 2019-10-09 | Evonik Röhm GmbH | Concrete flow improver and water reducing agent |
| CN111302732A (en) * | 2019-06-18 | 2020-06-19 | 广西四维材料科技股份有限公司 | White dry powder mortar and construction method thereof |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102391435B (en) * | 2011-10-09 | 2013-03-13 | 浙江五龙新材股份有限公司 | Slump-retaining polycarboxylic acid type water reducing agent and preparation method thereof |
| JP7017855B2 (en) * | 2016-09-28 | 2022-02-09 | 太平洋セメント株式会社 | Incinerator ash treatment equipment and treatment method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5661206A (en) * | 1993-06-11 | 1997-08-26 | Mbt Holding Ag | Fluidity control of cementitious compositions |
| EP0850895A1 (en) * | 1996-12-26 | 1998-07-01 | Nippon Shokubai Co., Ltd. | Cement dispersant, method for producing polycarboxylic acid for cement dispersant and cement composition |
| EP1103570A2 (en) * | 1999-11-29 | 2001-05-30 | Nippon Shokubai Co., Ltd. | Copolymer for cement admixtures and its production process and use |
| US20030199616A1 (en) * | 2001-05-28 | 2003-10-23 | Akihiko Yamashita | Cement admixture and cement composition |
| US20040107876A1 (en) * | 2002-02-06 | 2004-06-10 | Takashi Tomita | Concrete composition method of producing concrete compositions and cement admixture |
| WO2005087685A1 (en) * | 2004-03-16 | 2005-09-22 | Nippon Shokubai Co., Ltd. | Drying shrinkage-reducing agent |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3180864B2 (en) * | 1993-06-11 | 2001-06-25 | 株式会社日本触媒 | Cement dispersant and method for producing the same |
| JP4651905B2 (en) * | 1996-12-26 | 2011-03-16 | 株式会社日本触媒 | Method for producing polycarboxylic acid for cement dispersant |
| DE60134190D1 (en) * | 2000-04-28 | 2008-07-10 | Nippon Catalytic Chem Ind | Cement admixture and cement composition containing this |
| JP2006522734A (en) * | 2003-04-08 | 2006-10-05 | 株式会社日本触媒 | Cement admixture and cement composition |
| JP2007153641A (en) * | 2005-12-01 | 2007-06-21 | Construction Research & Technology Gmbh | Cement additive and cement composition using the same |
-
2007
- 2007-10-19 JP JP2007273031A patent/JP4531799B2/en not_active Expired - Fee Related
-
2008
- 2008-10-09 AU AU2008313877A patent/AU2008313877A1/en not_active Abandoned
- 2008-10-09 US US12/681,795 patent/US20120041157A9/en not_active Abandoned
- 2008-10-09 BR BRPI0817969 patent/BRPI0817969A2/en not_active Application Discontinuation
- 2008-10-09 WO PCT/EP2008/063542 patent/WO2009050104A1/en not_active Ceased
- 2008-10-09 CN CN200880111906A patent/CN101827797A/en active Pending
- 2008-10-09 CA CA2702486A patent/CA2702486A1/en not_active Abandoned
- 2008-10-09 EP EP08805184A patent/EP2203398A1/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5661206A (en) * | 1993-06-11 | 1997-08-26 | Mbt Holding Ag | Fluidity control of cementitious compositions |
| EP0850895A1 (en) * | 1996-12-26 | 1998-07-01 | Nippon Shokubai Co., Ltd. | Cement dispersant, method for producing polycarboxylic acid for cement dispersant and cement composition |
| EP1103570A2 (en) * | 1999-11-29 | 2001-05-30 | Nippon Shokubai Co., Ltd. | Copolymer for cement admixtures and its production process and use |
| US20030199616A1 (en) * | 2001-05-28 | 2003-10-23 | Akihiko Yamashita | Cement admixture and cement composition |
| US20040107876A1 (en) * | 2002-02-06 | 2004-06-10 | Takashi Tomita | Concrete composition method of producing concrete compositions and cement admixture |
| WO2005087685A1 (en) * | 2004-03-16 | 2005-09-22 | Nippon Shokubai Co., Ltd. | Drying shrinkage-reducing agent |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8519029B2 (en) | 2008-06-16 | 2013-08-27 | Construction Research & Technology Gmbh | Copolymer admixture system for workability retention of cementitious compositions |
| WO2011089085A1 (en) * | 2010-01-21 | 2011-07-28 | Basf Construction Polymers Gmbh | Dispersing agent |
| US20130005863A1 (en) * | 2010-01-21 | 2013-01-03 | Manfred Bichler | Dispersing agent |
| JP2014125366A (en) * | 2012-12-25 | 2014-07-07 | Nippon Shokubai Co Ltd | Copolymer and application the same |
| DE102017213600A1 (en) | 2017-08-04 | 2019-02-07 | Evonik Röhm Gmbh | Concrete flow improvers |
| DE102017213607A1 (en) | 2017-08-04 | 2019-02-07 | Evonik Röhm Gmbh | Flow improver and water reducer |
| WO2019025477A1 (en) | 2017-08-04 | 2019-02-07 | Evonik Röhm Gmbh | Concrete flow improvers and water reducers |
| US11447579B2 (en) | 2017-08-04 | 2022-09-20 | Roehm Gmbh | Concrete flow improvers and water reducers |
| EP3549961A1 (en) | 2018-04-03 | 2019-10-09 | Evonik Röhm GmbH | Concrete flow improver and water reducing agent |
| CN111302732A (en) * | 2019-06-18 | 2020-06-19 | 广西四维材料科技股份有限公司 | White dry powder mortar and construction method thereof |
| CN111302732B (en) * | 2019-06-18 | 2022-03-04 | 广西四维材料科技股份有限公司 | White dry powder mortar and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2009102176A (en) | 2009-05-14 |
| EP2203398A1 (en) | 2010-07-07 |
| AU2008313877A1 (en) | 2009-04-23 |
| JP4531799B2 (en) | 2010-08-25 |
| BRPI0817969A2 (en) | 2015-04-07 |
| CN101827797A (en) | 2010-09-08 |
| US20110082265A1 (en) | 2011-04-07 |
| CA2702486A1 (en) | 2009-04-23 |
| US20120041157A9 (en) | 2012-02-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2009050104A1 (en) | Cement additives | |
| EP2473457B1 (en) | Formulation and its use | |
| CN100436360C (en) | Concrete composition, method for producing concrete composition, and cement admixture | |
| US20130005861A1 (en) | Formulation and its use | |
| AU2008290631A1 (en) | A liquid admixture composition | |
| JP7570840B2 (en) | Dispersant for hydraulic compositions | |
| WO2024012776A1 (en) | Copolymers of carboxylates and polyethers comprising polyether side chains of different length, and use thereof in mineral binder compositions | |
| KR20080073362A (en) | Cement Additives and Cement Compositions Using the Same | |
| US8353983B2 (en) | Shrinkage reducing agent | |
| JP5135056B2 (en) | Shrinkage reducing agent for hydraulic material and shrinkage reducing agent composition for hydraulic material | |
| US20240018046A1 (en) | Early strength slag-based cementitious binder | |
| JP7148170B2 (en) | ADDITIVE FOR HYDRAULIC COMPOSITION AND HYDRAULIC COMPOSITION | |
| JP7751920B1 (en) | Dispersant for hydraulic compositions and hydraulic compositions | |
| JP2021014379A (en) | Cement strength improving agent, cement additive, cement composition, and method of improving cement strength | |
| JP2003226567A (en) | Concrete composition | |
| HK1236977A1 (en) | Novel copolymer as a water-reducing agent in a hydraulic composition |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| WWE | Wipo information: entry into national phase |
Ref document number: 200880111906.3 Country of ref document: CN |
|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 08805184 Country of ref document: EP Kind code of ref document: A1 |
|
| WWE | Wipo information: entry into national phase |
Ref document number: 2008805184 Country of ref document: EP |
|
| WWE | Wipo information: entry into national phase |
Ref document number: 2702486 Country of ref document: CA |
|
| NENP | Non-entry into the national phase |
Ref country code: DE |
|
| WWE | Wipo information: entry into national phase |
Ref document number: 2008313877 Country of ref document: AU |
|
| ENP | Entry into the national phase |
Ref document number: 2008313877 Country of ref document: AU Date of ref document: 20081009 Kind code of ref document: A |
|
| WWE | Wipo information: entry into national phase |
Ref document number: 2828/CHENP/2010 Country of ref document: IN |
|
| WWE | Wipo information: entry into national phase |
Ref document number: 12681795 Country of ref document: US |
|
| ENP | Entry into the national phase |
Ref document number: PI0817969 Country of ref document: BR Kind code of ref document: A2 Effective date: 20100419 |













