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US20040211342A1 - Rheology stabilizer for cementitious compositions - Google Patents

Rheology stabilizer for cementitious compositions Download PDF

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Publication number
US20040211342A1
US20040211342A1 US10/423,386 US42338603A US2004211342A1 US 20040211342 A1 US20040211342 A1 US 20040211342A1 US 42338603 A US42338603 A US 42338603A US 2004211342 A1 US2004211342 A1 US 2004211342A1
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group
dispersant
alkyl
poly
acid
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US10/423,386
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Sandra Sprouts
Frederick Goodwin
Alessandro Dal Bo
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Construction Research and Technology GmbH
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MBT Holding AG
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Priority to US10/423,386 priority Critical patent/US20040211342A1/en
Priority to CA2427897A priority patent/CA2427897C/en
Priority to MXPA03004020A priority patent/MXPA03004020A/en
Assigned to MBT HOLDING AG reassignment MBT HOLDING AG ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: DAL BO, ALESSANDRO, GOODWIN, FREDERICK R., SPROUTS, SANDRA R.
Assigned to CONSTRUCTION RESEARCH & TECHNOLOGY GMBH reassignment CONSTRUCTION RESEARCH & TECHNOLOGY GMBH ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: DEGUSSA CONSTRUCTION CHEMICALS (EUROPE) AG FORMERLY KNOWN AS MBT HOLDING AG
Publication of US20040211342A1 publication Critical patent/US20040211342A1/en
Priority to US12/048,037 priority patent/US20080171813A1/en
Priority to US12/755,842 priority patent/US7883577B2/en
Abandoned legal-status Critical Current

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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates

Definitions

  • the mixture After placement of the cementitious composition, the mixture must also remain homogeneous. Settlement of the denser portions of the mixture can involve separation of water (bleeding) as well as stratification of the coarse fractions due to density differences (segregation). Bleeding causes a high water to binder ratio at the top surface of the cementitious composition, as well as deposition of an excess proportion of fine material in the upper region of the cementitious composition. This causes lower strength, higher shrinkage, and in applications where the upper surface must support load (such as grouting), the inability of the material to function as intended. Likewise, segregation of the aggregate portion of the cementitious composition produces an inhomogeneous composition with differing properties throughout the installed cementitious composition.
  • Admixtures may help the process of pumping, such as water-reducing admixtures like sulfonated naphthalene-formaldehyde condensate (SNF) which reduce the flow resistance when used with unchanged water contents, to obtain more fluid consistencies.
  • Water-reducing admixtures improve the dispersion of the cement grains and minimize the agglomeration tendency.
  • a number of water-soluble polymers have long been used as thickening or stabilizing additives to minimize segregation and bleeding issues of cementing compositions.
  • Such polymers could be alkyl derivatives of cellulose, for example methylcellulose, hydroxymethyl, hydroxyethyl, or hydroxypropyl cellulose, and the like, clays, guar gum, welan gum or other esterified polysaccharides.
  • These water soluble polymers serve as a “suspending aid” by reducing the tendency of aggregates in fresh cementitious compositions to settle, and of mixing water to bleed on the surface.
  • An admixture formulation for cementitious compositions comprises at least one polycarboxylate dispersant combined with at least one naphthalene dispersant, wherein the amount of polycarboxylate dispersant is about 1% to about 99% and the amount of naphthalene dispersant is about 1% to about 99% based on the weight of dry solids.
  • the admixture formulation improves bleeding resistance and reduces segregation in cementitious compositions without producing many of the undesirable side-effects.
  • a cementitious composition comprises hydraulic cement, at least one polycarboxylate dispersant and at least one naphthalene dispersant, wherein the amount of polycarboxylate dispersant is about 0.001% to about 10% primary active ingredient and the amount of naphthalene dispersant is about 0.001% to about 10% primary active ingredient based on the total dry weight of cementitious material.
  • a method for making a cementitious composition comprising forming a mixture of water, hydraulic cement, an amount of about 0.001% to about 10% primary active ingredient of polycarboxylate dispersant, and an amount about 0.001% to about 10% primary active ingredient of naphthalene dispersant based on the total dry weight of cementitious material.
  • a dry or liquid admixture formulation of polycarboxylate copolymer and naphthalene dispersant is provided that controls bleed and segregation in flowable and/or fluid cementitious compositions such as mortars, grouts, toppings and concrete.
  • a cementitious composition containing the admixture formulation is also provided as well as a novel method for preparing such a cementitious composition.
  • naphthalene dispersant and polycarboxylate-based polymer provides a more stable cementitious composition with better flow, and little or no water loss or segregation. Furthermore, this new combination does not affect setting and hardening of cementitious compositions. Additionally, an air-entraining agent can be used that improves the plasticity of cementitious compositions and supplements the sand suspension, as the small, stable bubbles entrained in the mixture act like flexible ball bearings. The combination of certain naphthalene dispersants, polycarboxylate dispersant and optionally air-entraining agents provides lower pump pressure, increased fluidity, reduced bleeding and segregation, reduction in internal friction and better setting and hardening features.
  • the present admixture formulation is an improvement over prior art thickeners or rheology modifiers such as cellulose ethers, silica fume, polyacrylamides, polysaccharides, water soluble gums, and clays, in that it does not increase water demand, retard setting, entrain air, increase water sensitivity, promote high viscosity, or reduce flow retention as observed with the prior art thickening agents.
  • rheology modifiers such as cellulose ethers, silica fume, polyacrylamides, polysaccharides, water soluble gums, and clays
  • Thickening agents or rheology modifiers are commonly used to address bleeding, sedimentation, segregation and deflocculation in cementitious compositions. Their principle mechanism is an increase in viscosity brought about by the formation of gelled aqueous phases or increased inter-particle attraction from associative or ionic bonding. Depending on the type of thickener used, the time dependency of the shear, the shear rate, and the shear stress; the rheological behavior of the mixture can be Newtonian, Non-Newtonian, viscoelastic, dilatent, pseudoplastic, thixotropic, or rheopectic. Most conventional thickeners/rheology modifiers will significantly increase viscosity and water demand, as well as affect rheological properties that are not desirable with fluid and/or flowable compositions.
  • naphthalene dispersants and polycarboxylate dispersants are brought about when highly charged sulfonic groups from a naphthalene dispersant, such as those of naphthalene sulfonate formaldehyde condensate, interact with the polyether side chains of the polycarboxylate, causing the cement particles to flocculate.
  • the degree of flocculation and resulting gelation/thickening may be affected by the dosage and the molecular weight of the polycarboxylate dispersant. The longer the ether side chains, the more pronounced the effect.
  • naphthalene dispersants used can be any suitable naphthalene dispersant such as naphthalene sulfonate formaldehyde condensate, beta naphthalene sulfonates, or sodium naphthalene sulfate formaldehyde condensate resins, for example LOMAR D® (Cognis Inc., Cincinnati, Ohio).
  • non-polycarboxylate dispersants such as oligomerics, melamine formaldehyde condensate resins, salts of melamine formaldehyde condensate resins, carboxylic acids, salts of carboxylic acids, calcium lignosulfonates, and mixtures thereof do not demonstrate the rheology modifying effects found with naphthalene dispersants. These unaffected non-polycarboxylate dispersants can be used as normal water reducing additives.
  • the admixture formulation contains about 1% to about 99% of a naphthalene dispersant based on the total dry weight of the admixture formulation. In another embodiment, the admixture formulation contains about 5% to about 95% naphthalene dispersant based on the total dry weight of the admixture formulation. In a further embodiment, the admixture formulation contains about 10% to about 90% naphthalene dispersant based on the total dry weight of the admixture formulation. In certain embodiments, a cementitious composition contains about 0.001% to about 10% naphthalene dispersant based on the total dry weight of cementitious material.
  • a cementitious composition contains about 0.01% to about 5% naphthalene dispersant based on the total dry weight of cementitious material. In another embodiment a cementitious composition contains about 0.1% to about 2% naphthalene dispersant based on the total dry weight of cementitious material.
  • Polycarboxylate dispersants are dispersants having a carbon backbone with pendant side chains, wherein at least a portion of the side chains are attached to the backbone through a carboxyl group or an ether group.
  • the term dispersant is also meant to include those chemicals that also function as a plasticizer, high range water reducer, fluidizer, antiflocculating agent, or superplasticizer for cementitious compositions. Examples of polycarboxylate dispersants can be found in U.S. Pat. No. 6,310,143, U.S. Pat. Nos. 6,290,770, 6,267,814, U.S. Pat. No. 6,211,317, U.S. Pat. No. 6,187,841, U.S. Pat. No.
  • the polycarboxylate high range water reducing dispersants used in the admixture formulation of the present invention may include but are not limited to dispersants or water reducers sold under the trademarks MELFLUX® 1643F and 1641 (SKW Polymers), FC600 (Nippon Shokubai), SD 100 (Takemoto Oil & Fat CO., LTD), Daxad 30S (Hampshire Chemical Corp.), and Shokanal DS3557 (BASF).
  • the admixture formulation contains about 1% to about 99% polycarboxylate dispersant based on the total dry weight of the admixture formulation. In another embodiment, the admixture formulation contains about 5% to about 95% polycarboxylate dispersant based on the total dry weight of the admixture formulation. In a further embodiment, the admixture formulation contains about 10% to about 90% polycarboxylate dispersant based on the total dry weight of the admixture formulation. In certain embodiments a cementitious composition contains about 0.001% to about 10% polycarboxylate dispersant based on the total dry weight of cementitious material.
  • a cementitious composition contains about 0.01% to about 5% polycarboxylate dispersant based on the dry weight of cementitious material. In another embodiment a cementitious composition contains about 0.1% to about 2% polycarboxylate dispersant based on the dry weight of cementitious material.
  • the polycarboxylate dispersants used in combination with the naphthalene dispersants are at least one of
  • X is at least one of hydrogen, an alkali earth metal ion, an alkaline earth metal ion, ammonium ion, or amine;
  • R is at least one of C 1 to C 6 alkyl(ene)ether or mixtures thereof or C 1 to C 6 alkyl(ene)imine or mixtures thereof;
  • Q is at least one of oxygen, NH, or sulfur
  • p is a number from 1 to about 300 resulting in at least one of a linear side chain or branched side chain;
  • R 1 is at least one of hydrogen, C 1 to C 20 hydrocarbon, or functionalized hydrocarbon containing at least one of —OH, —COOH, an ester or amide derivative of —COOH, sulfonic acid, an ester or amide derivative of sulfonic acid, amine, or epoxy;
  • Y is at least one of hydrogen, an alkali earth metal ion, an alkaline earth metal ion, ammonium ion, amine, a hydrophobic hydrocarbon or polyalkylene oxide moiety that functions as a defoamer;
  • n, n′, and n′′ are each independently 0 or an integer between 1 and about 20;
  • Z is a moiety containing at least one of i) at least one amine and one acid group, ii) two functional groups capable of incorporating into the backbone selected from the group consisting of dianhydrides, dialdehydes, and di-acid-chlorides, or iii) an imide residue; and
  • a, b, c, and d reflect the mole fraction of each unit wherein the sum of a, b, c, and d equal one, wherein a, b, c, and d are each a value greater than or equal to zero and less than one, and at least two of a, b, c, and d are greater than zero;
  • A is COOM or optionally in the “y” structure an acid anhydride group (—CO—O—CO—) is formed in place of the A groups between the carbon atoms to which the A groups are bonded to form an anhydride;
  • B is COOM
  • M is hydrogen, a transition metal cation, the residue of a hydrophobic polyalkylene glycol or polysiloxane, an alkali metal ion, an alkaline earth metal ion, ferrous ion, aluminum ion, (alkanol)ammonium ion, or (alkyl)ammonium ion;
  • R is a C 2-6 alkylene radical
  • R1 is a C 1-20 alkyl, C 6-9 cycloalkyl, or phenyl group
  • x, y, and z are a number from 0.01 to 100;
  • m is a number from 1 to 100.
  • n is a number from 10 to 100;
  • a dispersant comprising at least one polymer or a salt thereof having the form of a copolymer of
  • R 1 stands for hydrogen atom or a methyl group
  • R 2 O for one species or a mixture of two or more species of oxyalkylene group of 2 to 4 carbon atoms, providing two or more species of the mixture may be added either in the form of a block or in a random form
  • R 3 for a hydrogen atom or an alkyl group of 1 to 5 carbon atoms
  • m is a value indicating the average addition mol number of oxyalkylene groups that is an integer in the range of 1 to 100, 95 to 2% by weight of a (meth)acrylic acid monomer (b) represented by the above general formula (2), wherein R 4 and R 5 are each independently a hydrogen atom or a methyl group, and M 1 for a hydrogen atom, a monovalent metal atom, a divalent metal atom, an ammonium group, or an organic amine group, and 0 to 50% by weight of other monomer (c) copolymerizable with these monomers, provided that the total amount of
  • a graft polymer that is a polycarboxylic acid or a salt thereof, having side chains derived from at least one species selected from the group consisting of oligoalkyleneglycols, polyalcohols, polyoxyalkylene amines, and polyalkylene glycols;
  • D a component selected from the group consisting of the structure d1, the structure d2, and mixtures thereof;
  • X H, CH 3 , C 2 to C 6 Alkyl, Phenyl, p-Methyl Phenyl, or Sulfonated Phenyl;
  • R H or CH 3 ;
  • R 4 H, Methyl, C 2 to about C 6 Alkyl, or about C 6 to about C 10 aryl;
  • M H, Alkali Metal, Alkaline Earth Metal, Ammonium, Amine, triethanol amine, Methyl, or C 2 to about C 6 Alkyl;
  • a, b, c, and d represent the mole fraction of each unit and the sum of a, b, c, and d is 1.0;
  • the “b” structure is one of a carboxylic acid monomer, an ethylenically unsaturated monomer, or maleic anhydride wherein an acid anhydride group (—CO—O—CO—) is formed in place of the groups Y and Z between the carbon atoms to which the groups Y and Z are bonded respectively, and the “b” structure must include at least one moiety with a pendant ester linkage and at least one moiety with a pendant amide linkage;
  • X H, CH 3 , C 2 to C 6 Alkyl, Phenyl, p-Methyl Phenyl, p-Ethyl Phenyl, Carboxylated Phenyl, or Sulfonated Phenyl;
  • Y H, —COOM, —COOH, or W;
  • W a hydrophobic defoamer represented by the formula R 5 O—(CH 2 CH 2 O) s —(CH 2 C(CH 3 )HO) t —(CH 2 CH 2 O) u
  • s, t, and u are integers from 0 to 200 with the proviso that t>(s+u) and wherein the total amount of hydrophobic defoamer is present in an amount less than about 10% by weight of the polycarboxylate dispersant;
  • R H, or CH 3 ;
  • R 4 H, Methyl, or C 2 to C 8 Alkyl
  • R 5 C 1 to C 18 alkyl or C 6 to C 18 alkyl aryl
  • M Alkali Metal, Alkaline Earth Metal, Ammonia, Amine, monoethanol amine, diethanol amine, triethanol amine, morpholine, imidazole;
  • A is selected from the moieties (i) or (ii)
  • R 1 and R 3 are selected from substituted benzene, C 1-8 alkyl, C 2 -8 alkenyl, C 2-8 alkylcarbonyl, C 1-8 alkoxy, carboxyl, hydrogen, and a ring
  • R 2 and R 4 are selected from the group consisting of hydrogen and C 1-4 alkyl, wherein R 1 and R 3 can together with R 2 and/or R 4 when R 2 and/or R 4 are C 1-4 alkyl form the ring;
  • R 7 , R 8 , R 9 , and R 10 are individually selected from the group consisting of hydrogen, C 1-6 alkyl, and a C 2-8 hydrocarbon chain, wherein R 1 and
  • M is selected from the group consisting of hydrogen, and the residue of a hydrophobic polyalkylene glycol or a polysiloxane, with the proviso that when A is (ii) and M is the residue of a hydrophobic polyalkylene glycol, M must be different from the group —(R 5 O) m R 6 ;
  • R 5 is a C 2-8 alkylene radical
  • R 6 is selected from the group consisting of C 1-20 alkyl, C 6-9 cycloalkyl and phenyl;
  • n, x, and z are numbers from 1 to 100;
  • y is 0 to 100
  • m is 2 to 1000
  • the ratio of x to (y+z) is from 1:10 to 10:1 and the ratio of y:z is from 5:1 to 1:100;
  • M is a hydrogen atom, a mono- or divalent metal cation, an ammonium ion or an organic amine residue, a is 1, or when M is a divalent metal cation a is 1 ⁇ 2;
  • R 1 is a hydrogen atom, an aliphatic hydrocarbon radical containing from 1 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an optionally hydroxyl, carboxyl, C 1-14 alkyl, or sulphonic substituted aryl radical containing 6 to 14 carbon atoms, m is 2 to 4, and n is 0 to 100,
  • Y is an oxygen atom or —NR 2 ;
  • R 3 is a hydrogen atom or an aliphatic hydrocarbon radical containing from 1 to 5 carbon atoms
  • p is 0 to 3
  • R 1 is hydrogen, an aliphatic hydrocarbon radical containing from 1 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an optionally hydroxyl, carboxyl, C 1-14 alkyl, or sulfonic substituted aryl radical containing 6 to 14 carbon atoms
  • m is 2 to 4
  • n is 0 to 100
  • S is a hydrogen atom or —COOM a or —COOR 5
  • T is —COOR 5
  • —W—R 7 —CO—[—NH—(CH 2 ) 3 )—] s —W—R 7
  • —CO—O—(CH 2 ) z —W—R 7 a radical of the general formula:
  • R4 is a hydrogen atom or a methyl radical
  • R5 is an aliphatic hydrocarbon radical containing 3 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an aryl radical containing 6 to 14 carbon atoms
  • r is 2 to 100, s is 1 or 2, x is 1 to 150, y is 0 to 15 and z is 0 to 4;
  • M is a hydrogen atom, a mono- or divalent metal cation, an ammonium ion or an organic amine residue, a is 1, or when M is a divalent metal cation a is 1 ⁇ 2;
  • R 1 is a hydrogen atom, an aliphatic hydrocarbon radical containing from 1 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an optionally hydroxyl, carboxyl, C 1-14 alkyl, or sulphonic substituted aryl radical containing 6 to 14 carbon atoms, m is 2 to 4, and n is 0 to 100,
  • Y is an oxygen atom or —NR 2 ;
  • M is H, a monovalent metal cation, a divalent metal cation, an ammonium ion or an organic amine
  • a is 1 ⁇ 2 when M is a divalent metal cation or 1 when M is a monovalent metal cation;
  • R 1 is —OM a , or
  • R is H, a C 1-20 aliphatic hydrocarbon, a C 5-8 cycloaliphatic hydrocarbon, or a C 6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOM a , —(SO 3 )M a , and —(PO 3 )M a2 ;
  • m is 2 to 4.
  • n 1 to 200
  • R 3 is H or a C 1-5 aliphatic hydrocarbon
  • R 2 is H, a C 1-20 aliphatic hydrocarbon, a C 5-8 cycloaliphatic hydrocarbon, or a C 6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOM a , —(SO 3 )M a , and —(PO 3 )M a2 ;
  • m 2 to 4.
  • n 1 to 200
  • R 4 is H, C 1-20 aliphatic hydrocarbon that is optionally substituted with at least one hydroxyl group, —(C m H 2m O) n —R 2 , —CO—NH—R 2 , C 5-8 cycloaliphatic hydrocarbon, or a C 6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOM a , —(SO 3 )M a , and —(PO 3 )M a2 ;
  • M is H, a monovalent metal cation, a divalent metal cation, an ammonium ion or an organic amine;
  • a is 1 ⁇ 2 when M is a divalent metal cation or 1 when M is a monovalent metal cation;
  • R 2 is H, a C 1-20 aliphatic hydrocarbon, a C 5-8 cycloaliphatic hydrocarbon, or a C 6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOM a , —(SO 3 )M a , and —(PO 3 )M a2 ;
  • m is 2 to 4.
  • n 1 to 200
  • R 5 is methyl, or methylene group, wherein R 5 forms one or more 5 to 8 membered rings with R 7 ;
  • R 6 is H, methyl, or ethyl
  • R 7 is H, a C 1-20 aliphatic hydrocarbon, a C 6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOM a , —(SO 3 )M a , and —(PO 3 )M a2 , a C 5-8 cycloaliphatic hydrocarbon, —OCOR 4 , —OR 4 , or —COOR 4 , wherein R 4 is H, a C 1-20 aliphatic hydrocarbon that is optionally substituted with at least one —OH, —(C m H 2m O) n —R 2 , —CO—NH—R 2 , C 5-8 cycloaliphatic hydrocarbon, or a C 6-14 aryl residue that is optionally substituted with a member selected from the group consisting of —COOM a , —(SO 3 )M a , —(PO 3 )M a2 .
  • the word “derived” does not refer to derivatives in general, but rather to any polycarboxylic acid/salt side chain derivatives of oligoalkyleneglycols, polyalcohols, polyoxyalkylene amines, and polyalkylene glycols that are compatible with dispersant properties and do not destroy the graft polymer.
  • the preferred substituents in the optionally substituted aryl of formula (j), containing 6 to 14 carbon atoms, are hydroxyl, carboxyl, C 1-14 alkyl, or sulfonate groups.
  • the preferred substituents in formula (h) in the substituted benzene are hydroxyl, carboxyl, C 1-14 alkyl, or sulfonate groups.
  • the suspending effect and some of the dispersing effect is caused by the naphthalene/polycarboxylate interaction and the balance of the dispersing effect is caused by an unaffected non-polycarboxylate dispersant such as oligomerics, melamine formaldehyde condensate resins, salts of melamine formaldehyde condensate resins, carboxylic acids, salts of carboxylic acids, calcium lignosulfonates, and mixtures thereof.
  • an unaffected non-polycarboxylate dispersant such as oligomerics, melamine formaldehyde condensate resins, salts of melamine formaldehyde condensate resins, carboxylic acids, salts of carboxylic acids, calcium lignosulfonates, and mixtures thereof.
  • the level of the unaffected non-polycarboxylate dispersant can be adjusted to control the flowability of the cementitious mixture, wherein the unaffected non-polycarboxylate dispersant is added without affecting the suspending ability of the polycarboxylate/naphthalene interaction.
  • oligomeric dispersant throughout this specification refers to oligomers that are a reaction product of a component A, optionally component B, and component C that are described in U.S. Pat. No. 6,133,347, U.S. Pat. No. 6,451,881, U.S. Ser. No. 09/629,724 filed on Jul. 31, 2000, and U.S. Ser. No. 10/244,253 filed on Sep. 16, 2002, which are hereby incorporated by reference.
  • the oligomeric dispersants are a reaction product of component A, optionally component B, and component C;
  • each component A is independently a nonpolymeric, multi-functional moiety or combination of mono or multifunctional moieties that adsorbs onto a cementitious particle, and contains at least one residue derived from a first component selected from the group consisting of phosphates, phosphonates, phosphinates, hypophosphites, sulfates, sulfonates, sulfinates, alkyl trialkoxy silanes, alkyl triacyloxy silanes, alkyl triaryloxy silanes, borates, boronates, boroxines, phosphoramides, amines, amides, quaternary ammonium groups, carboxylic acids, carboxylic acid esters, alcohols, carbohydrates, phosphate esters of sugars, borate esters of sugars, sulfate esters of sugars, salts of any of the preceding moieties, and mixtures thereof;
  • component B is an optional moiety, where if present, each component B is independently a nonpolymeric moiety that is disposed between the component A moiety and the component C moiety, and is derived from a second component selected from the group consisting of linear saturated hydrocarbons, linear unsaturated hydrocarbons, saturated branched hydrocarbons, unsaturated branched hydrocarbons, alicyclic hydrocarbons, heterocyclic hydrocarbons, aryl, phosphoester, nitrogen containing compounds, and mixtures thereof; and
  • component C is at least one moiety that is a linear or branched water soluble, nonionic polymer substantially non-adsorbing to cement particles, and is selected from the group consisting of poly(oxyalkylene glycol), poly(oxyalkylene amine), poly(oxyalkylene diamine), monoalkoxy poly(oxyalkylene amine), monoaryloxy poly(oxyalkylene amine), monoalkoxy poly(oxyalkylene glycol), monoaryloxy poly(oxyalkylene glycol), poly(vinyl pyrrolidones), poly(methyl vinyl ethers), poly(ethylene imines), poly(acrylamides), polyoxazoles, and mixtures thereof.
  • air entrainer includes any chemical that will entrain air in cementitious compositions. Air entrainers can also reduce the surface tension of a composition at low concentration. Air-entraining admixtures are used to purposely entrain microscopic air bubbles into concrete. Air-entrainment dramatically improves the durability of concrete exposed to moisture during cycles of freezing and thawing. In addition, entrained air greatly improves a concrete's resistance to surface scaling caused by chemical deicers. Air entrainment also increases the workability of fresh concrete while eliminating or reducing segregation and bleeding.
  • Air entraining materials used to achieve these desired effects can be selected from wood resin, sulfonated lignin, petroleum acids, proteinaceous material, fatty acids, resinous acids, alkylbenzene sulfonates, sulfonated hydrocarbons, vinsol resin, anionic surfactants, cationic surfactants, nonionic surfactants, natural rosin, synthetic rosin, an inorganic air entrainer, synthetic detergents, and their corresponding salts, and mixtures thereof. If air entrainers are to be used they are added in an amount to yield a desired level of air in a cementitious composition and can be any known air entrainer for cement, including natural resin, synthetic resin, and mixtures thereof
  • cementitious materials are materials that alone have hydraulic cementing properties, and set and harden in the presence of water. Included in cementitious materials are ground granulated blast-furnace slag, natural cement, portland cement, modified portland cement, masonry cement, hydraulic hydrated lime, and combinations of these and other materials.
  • portland cement is meant a hydraulic cement produced by pulverizing clinker, comprising hydraulic calcium silicates, calcium aluminates, and calcium aluminoferrites, and usually containing one or more of the forms of calcium sulfate as an interground addition, and includes portland cement, the specification for which is set forth in ASTM specification C 150, and cements that are chemically similar or analogous to portland cement, the specifications for which are set forth in ASTM specifications C 1157, C 595, and C 845.
  • Aggregate can be included in the cementitious formulation to provide for mortars which include fine aggregate, and concretes which also include coarse aggregate.
  • the fine aggregates are materials that pass through a Number 4 sieve (ASTM C 125 and ASTM C 33), such as silica sand.
  • the coarse aggregate are materials that are retained on a Number 4 sieve (ASTM C 125 and ASTM C 33), such as silica, quartz, crushed round marble, glass spheres, granite, limestone, calcite, feldspar, alluvial sands, sands or any other durable aggregate, and mixtures thereof.
  • aggregates can also be used such as metallic particles, heavy weight aggregates, and light weight aggregates such as described in ASTM standards C 330, C 331, C 332 and ACI International 211.2R, 313R, 304.5R, 304.3R, and 221R.
  • the bleeding resistance and segregation reduction admixture formulation may comprise other additives or ingredients and should not be limited to the stated formulations.
  • Cement additives that can be added include, but are not limited to: set accelerators, set retarders, air-entraining or air detraining agents, water reducer, corrosion inhibitors, pigments, wetting agents, water soluble polymers, rheology modifying agents, water repellents, fibers, dampproofing admixtures, gas formers, permeability reducers, pumping aids, fungicidal admixtures, germicidal admixtures, insecticidal admixtures, finely divided mineral admixtures, alkali-reactivity reducer, bonding admixtures, strength enhancing agents, shrinkage reducing agents, and any other admixture or additive that does not adversely affect the properties of the bleeding resistance and segregation reduction admixture formulation.
  • a set accelerator if used in the bleeding resistance and segregation reduction admixture formulation, can include, but is not limited to, a nitrate salt of an alkali metal, alkaline earth metal, or aluminum; a nitrite salt of an alkali metal, alkaline earth metal, or aluminum; a thiocyanate of an alkali metal, alkaline earth metal or aluminum; an alkanolamine; a thiosulphate of an alkali metal, alkaline earth metal, or aluminum; a hydroxide of an alkali metal, alkaline earth metal, or aluminum; a carboxylic acid salt of an alkali metal, alkaline earth metal, or aluminum (preferably calcium formate); a polyhydroxylalkylamine; or a halide salt of an alkali metal or alkaline earth metal (preferably bromide).
  • the salts of nitric acid have the general formula M(NO 3 ) a where M is an alkali metal , or an alkaline earth metal or aluminum, and where a is 1 for alkali metal salts, 2 for alkaline earth salts, and 3 for aluminum salts.
  • M is an alkali metal
  • a is 1 for alkali metal salts
  • 2 for alkaline earth salts
  • 3 for aluminum salts.
  • Nitrite salts have the general formula M(NO 2 ) a where M is an alkali metal, or an alkaline earth metal or aluminum, and where a is 1 for alkali metal salts, 2 for alkaline earth salts, and 3 for aluminum salts.
  • M is an alkali metal, or an alkaline earth metal or aluminum
  • a is 1 for alkali metal salts, 2 for alkaline earth salts, and 3 for aluminum salts.
  • M is an alkali metal, or an alkaline earth metal or aluminum
  • b is 1 for alkali metal salts, 2 for alkaline earth salts and 3 for aluminum salts.
  • These salts are variously known as sulfocyanates, sulfocyanides, rhodanates or rhodanide salts.
  • Preferred are thiocyanic acid salts of Na, K, Mg, Ca and Al.
  • Alkanolamine is a generic term for a group of compounds in which trivalent nitrogen is attached directly to a carbon atom of an alkyl alcohol.
  • a representative formula is N[H] c [(CH 2 ) d CH 2 OH] e , where c is 3-e, d is 1 to about 5 and e is 1 to about 3. Examples include, but are not limited to, are monoethanoalamine, diethanolamine and triethanolamine.
  • the thiosulfate salts have the general formula M f (S 2 O 3 ) g where M is alkali metal or an alkaline earth metal or aluminum, and f is 1 or 2 and g is 1, 2 or 3, depending on the valencies of the M metal elements.
  • M alkali metal or an alkaline earth metal or aluminum
  • f is 1 or 2
  • g is 1, 2 or 3, depending on the valencies of the M metal elements.
  • the carboxylic acid salts have the general formula RCOOM wherein R is H or C 1 to about C 10 alkyl, and M is alkali metal or an alkaline earth metal or aluminum. Preferred are carboxylic acid salts of Na, K, Mg, Ca and Al. In one embodiment the carboxylic acid salt is calcium formate.
  • polyhydroxylalkylamine has the general formula
  • a preferred polyhydroxyalkylamine is tetrahydroxyethylethylenediamine.
  • Retarding, or delayed-setting, admixtures are used to retard, delay, or slow the rate of setting of concrete. They can be added to the concrete mix upon initial batching or sometime after the hydration process has begun. Retarders are commonly used to offset the accelerating effect of hot weather on the setting of concrete, to delay the initial set of concrete or grout when difficult conditions of placement occur or problems of delivery to the job site, to allow time for special finishing processes or to aid in the reclamation of concrete left over at the end of the work day. Most retarders also act as water reducers and can also be used to entrain some air into concrete.
  • the retarder can include but is not limited to an oxy-boron compound, lignin, a polyphosphonic acid, a carboxylic acid, a hydroxycarboxylic acid, polycarboxylic acid, hydroxylated carboxylic acid, fumaric, itaconic, malonic, borax, gluconic, and tartaric acid, lignosulfonates, ascorbic acid, isoascorbic acid, sulphonic acid-acrylic acid copolymer, and their corresponding salts, polyhydroxysilane, polyacrylamide, carbohydrates and mixtures thereof.
  • Illustrative examples of retarders are set forth in U.S. Pat. Nos. 5,427,617 and 5,203,919, incorporated herein by reference.
  • Air detrainers are used to decrease the air content in the cementitious composition.
  • air detrainers that can be utilized include, but are not limited to tributyl phosphate, dibutyl phthalate, octyl alcohol, water-insoluble esters of carbonic and boric acid, acetylenic diols, ethylene oxide-propylene oxide block copolymers, lignosulfonates, hydroxylated carboxylic acids, lignin, borax, gluconic, tartaric and other organic acids and their corresponding salts, phosphonates, certain carbohydrates and silicones.
  • Corrosion inhibitors in concrete serve to protect embedded reinforcing steel from corrosion.
  • the high alkaline nature of the concrete causes a passive and noncorroding protective oxide film to form on the steel.
  • carbonation or the presence of chloride ions from deicers or seawater, together with oxygen can destroy or penetrate the film and result in corrosion.
  • Corrosion-inhibiting admixtures chemically slow this corrosion reaction.
  • the materials most commonly used to inhibit corrosion are calcium nitrite, sodium nitrite, sodium benzoate, certain phosphates or fluorosilicates, fluoroaluminates, amines, organic based water repelling agents, and related chemicals.
  • Dampproofing admixtures reduce the permeability of concrete that has low cement contents, high water-cement ratios, or a deficiency of fines in the aggregate portion. These admixtures retard moisture penetration into dry concrete and include certain soaps, stearates, waxes, and petroleum products.
  • Permeability reducers are used to reduce the rate at which water under pressure is transmitted through concrete.
  • Silica fume, fly ash, ground slag, metakaolin, natural pozzolans, water reducers, and latex can be employed to decrease the permeability of the concrete.
  • Pumping aids are added to concrete mixes to improve pumpability. These admixtures thicken the fluid concrete, i.e., increase its viscosity, to reduce de-watering of the paste while it is under pressure from the pump.
  • materials used as pumping aids in concrete are organic and synthetic polymers, hydroxyethylcellulose (HEC) or HEC blended with dispersants, organic flocculents, organic emulsions of paraffin, coal tar, asphalt, acrylics, bentonite and pyrogenic silicas, natural pozzolans, fly ash and hydrated lime.
  • Bacteria and fungal growth on or in hardened concrete may be partially controlled through the use of fungicidal, germicidal, and insecticidal admixtures.
  • the most effective materials for these purposes are polyhalogenated phenols, dialdrin emulsions, and copper compounds.
  • Finely divided mineral admixtures are materials in powder or pulverized form added to concrete before or during the mixing process to improve or change some of the plastic or hardened properties of portland cement concrete.
  • the finely divided mineral admixtures can be classified according to their chemical or physical properties as: cementitious materials; pozzolans; pozzolanic and cementitious materials; and nominally inert materials.
  • a pozzolan is a siliceous or aluminosiliceous material that possesses little or no cementitious value but will, in the presence of water and in finely divided form, chemically react with the calcium hydroxide produced during the hydration of portland cement to form materials with cementitious properties.
  • Diatomaceous earth, opaline cherts, clays, shales, fly ash, silica fume, volcanic tuffs and pumicites are some of the known pozzolans.
  • Natural pozzolan is a term of art used to define the pozzolans that occur in nature, such as volcanic tuffs, pumices, trasses, diatomaceous earths, opaline, cherts, and some shales. Fly ash is defined in ASTM C618.
  • Alkali-reactivity reducers can reduce the alkali-aggregate reaction and limit the disruptive expansion forces that this reaction can produce in hardened concrete.
  • Pozzolans fuly ash, silica fume), blast-furnace slag, salts of lithium and barium are especially effective.
  • Bonding admixtures are usually added to portland cement mixtures to increase the bond strength between old and new concrete and include organic materials such as rubber, polyvinyl chloride, polyvinyl acetate, acrylics, styrene butadiene copolymers, and other powdered polymers.
  • Fibers can be made of zirconium materials, carbon, steel, fiberglass, or synthetic materials, e.g., polypropylene, nylon, polyethylene, polyester, rayon, high-strength aramid, or mixtures thereof.
  • a shrinkage reducing agent which can be used in the cementitious composition may include but is not limited to RO(AO) 1-10 H, wherein R is a C 1-5 alkyl or C 5-6 cycloalkyl radical and A is a C 2-3 alkylene radical, alkali metal sulfate, alkaline earth metal sulfates, alkaline earth oxides, preferably sodium sulfate and calcium oxide.
  • TETRAGUARD PW® shrinkage reducing agent is preferred and is available from-Master Builders Inc. of Cleveland, Ohio.
  • Natural and synthetic admixtures are used to color concrete for aesthetic and safety reasons. These coloring admixtures are usually composed of pigments and include carbon black, iron oxide, phthalocyanine, umber, chromium oxide, titanium oxide and cobalt blue.
  • Tables 1-5 were prepared using a dry mixture that comprised cementitious binder, polycarboxylate high range water reducing dispersant, sulfonated naphthalene-formaldehyde condensate, and additives.
  • the dry mixture was added to water and mixed for about 4 minutes in a Hobart paddle mixer. After mixing, static bleed, workability, flow, and segregation were measured.
  • Table 1 summarizes the bleed amount of water of sample pastes that comprised 1500 gm of Type I/II Portland cement and had an initial volume of 800 ml. The bleed amount of the pastes was determined in accordance with ASTM C 940. TABLE 1 Sample S1 S2 S3 S4 SNF (gm) 11.25 11.25 — 6.0 PC (gm) 6.75 11.25 11.25 W/C ratio 0.5 0.5 0.40 0.40 Volume of Bleed Water (ml) 1 ⁇ 2 hr 40 10 20 10 1 hr 50 13 20 10 1.5 hr 60 20 30 10 2 hr 70 20 30 10
  • Table 1 demonstrates that the combination of polycarboxylate dispersant and sulfonated naphthalene-formaldehyde condensate dispersant (S2 and S4) reduces the bleeding of water from cementitious compositions as compared to using either a polycarboxylate dispersant (S3) or sulfonated naphthalene-formaldehyde condensate dispersant (S1) alone.
  • Table 2 demonstrates the suspending properties of the admixture formulation.
  • the combination of polycarboxylate dispersant and naphthalene sulfonate formaldehyde condensate dispersant (S6) decreased the bleed and segregation of the grout mixture as compared to use of naphthalene sulfonate formaldehyde condensate dispersant alone as shown in Sample 5.
  • the mortar mixtures in Table 3 had a water/cement (w/c) ratio of 0.35 and comprised 600 gm of 16-35 Silica Sand and 900 gm of Type I/II Portland cement.
  • the mortar mixtures were prepared with various polycarboxylate (PC) dispersants to demonstrate the flow modification and anti-segregation properties of the invention.
  • the flow was determined in accordance with ASTM C 827 using an ASTM C 230 flow table. Additionally, the maximum measurable flow is 148% and values higher than this indicate the material flowed off the table. Segregation was determined visually.
  • Table 4 demonstrates the flow modification properties of the admixture formulation with a non-Portland cement binder with mortar mixtures that comprised 600 gm Silica Sand and 400 gm Calcium Sulfate Hemi-Hydrate. The flow was determined in accordance with ASTM C 827 using an ASTM C 230 flow table. TABLE 4 Sample S13 S14 S15 SNF (gm) 1.6 1.6 PC (gm) — 0.8 % mix water 12 12 12 % flow at 5 drops 51 140 86
  • the concrete mixtures in Table 6 contained the following components: Portland cement 32.5 II/AL 250 Kg Sand 0-4 mm 950 Kg Crushed gravel 4-12 mm 340 Kg Rounded gravel 20-25 mm 610 Kg SNF 2.5 Kg (1% cement dosage) Air entrainer 0.5 Kg Water 175 Kg (w/c ratio 0.7)
  • the fiber-reinforced concrete mixtures in Table 7 contained the following components: cement 52.5 I 315 Kg sand 0-4 mm 1000 Kg pea gravel 4-10 mm 820 Kg SNF 10 Kg Alkali Resistant Glass Fiber 8 Kg Water 190 Kg (w/c ratio 0.6)
  • the self-compacting concrete mixtures in Table 8 contained the following components: Portland cement 42.5 II/AL 320 Kg Fly ash 200 Kg Sand 0-4 mm 960 Kg Crushed gravel 4-12 mm 280 Kg Rounded gravel 10-16 mm 540 Kg SNF 7 Kg (1.35% on binder dosage) Water 190 Kg (w/c ratio 0.59)
  • Tables 6-8 demonstrate that the addition of a thickening agent such as hydroxyethyl cellulose, polycarboxylate/naphthalene dispersants stop the bleeding of the concrete mixtures. However, in contrast to the mixtures containing polycarboxylate/naphthalene dispersants, those that contained hydroxyethyl cellulose had reduced workability and compressive strength with increased setting time. The mixtures containing the polycarboxylate/naphthalene dispersants did not have any of the adverse effects of the mixture containing hydroxyethyl cellulose.

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Abstract

An admixture formulation of at least one polycarboxylate dispersant and at least one naphthalene dispersant is provided. When the polycarboxylate dispersant and the naphthalene dispersant of the admixture formulation are combined at various ratios the admixture formulation reduces the tendency for bleed and segregation in cementitious mixtures without increasing water demand, retarding setting, increasing water sensitivity, promoting high viscosity, or reducing flow retention.

Description

    BACKGROUND
  • In recent years concrete and mortar systems have been increasingly used in flowable, fluid, or self-consolidating consistencies in an attempt to increase the speed of construction. One method that is used to facilitate placement of these high slump mixtures is pumping. Pumped cementitious compositions such as concrete, mortar or grouts are conveyed by pressure through either rigid pipes or flexible hoses and discharged directly into the required area. Pumping may be used for most concrete construction, but it is especially useful where space or access for construction equipment is limited. [0001]
  • Under pressure and motion, a small amount of water is transmitted from the cementitious composition to the sidewall of the pipe in order to provide a lubricating layer. The only element of a cementitious composition that is pumpable is water, and it is the stability of the water in the mix under pressure that largely determines pumpability. When a cementitious composition blocks a pipeline there is a process of water loss, that is, a process in which the prevailing axial pressure in the pipe forces the water to move faster than the cementitious composition, leaving a portion of it drier than needed for the saturated state. Addition of cement and fine aggregates having grain sizes of less than 300 μm inhibits the migration of water under pumping pressure. Sometimes high contents of cement and fine aggregates increase the flow resistance, the reason being that such mixtures have too much cohesiveness, which produces a high viscosity that prevents the development of an adequate lubricating layer. [0002]
  • After placement of the cementitious composition, the mixture must also remain homogeneous. Settlement of the denser portions of the mixture can involve separation of water (bleeding) as well as stratification of the coarse fractions due to density differences (segregation). Bleeding causes a high water to binder ratio at the top surface of the cementitious composition, as well as deposition of an excess proportion of fine material in the upper region of the cementitious composition. This causes lower strength, higher shrinkage, and in applications where the upper surface must support load (such as grouting), the inability of the material to function as intended. Likewise, segregation of the aggregate portion of the cementitious composition produces an inhomogeneous composition with differing properties throughout the installed cementitious composition. [0003]
  • The increase in slump of mortar and concrete mixes can also increase the tendency to lose water as well as allow the settlement of the coarse particles of the mixture (segregation).This water separation from the mixture is known as “bleeding”. Both bleeding and segregation can happen under the influence of gravity, as well as be increased through the use of additives commonly used to improve fluidity. [0004]
  • Admixtures may help the process of pumping, such as water-reducing admixtures like sulfonated naphthalene-formaldehyde condensate (SNF) which reduce the flow resistance when used with unchanged water contents, to obtain more fluid consistencies. Water-reducing admixtures improve the dispersion of the cement grains and minimize the agglomeration tendency. [0005]
  • A number of water-soluble polymers have long been used as thickening or stabilizing additives to minimize segregation and bleeding issues of cementing compositions. Such polymers could be alkyl derivatives of cellulose, for example methylcellulose, hydroxymethyl, hydroxyethyl, or hydroxypropyl cellulose, and the like, clays, guar gum, welan gum or other esterified polysaccharides. These water soluble polymers serve as a “suspending aid” by reducing the tendency of aggregates in fresh cementitious compositions to settle, and of mixing water to bleed on the surface. They provide an improved cohesion allowing aggregate particles to remain suspended in the cementitious composition without segregation when subjected to normal movement associated with transportation, pumping, placing, and consolidation by vibration. Nevertheless, all these traditional suspending aids have adverse effects such as impairing the initial workability by increasing water demand and/or viscosity, retarding the setting and hardening of fresh mixes, entraining air, and reducing flow retention. [0006]
  • Therefore, it is desirable to provide an admixture formulation that stabilizes the rheology by reducing bleeding and separation of a cementitious composition without adversely affecting workability, setting, strength and other performance properties. [0007]
  • SUMMARY
  • An admixture formulation for cementitious compositions is provided that comprises at least one polycarboxylate dispersant combined with at least one naphthalene dispersant, wherein the amount of polycarboxylate dispersant is about 1% to about 99% and the amount of naphthalene dispersant is about 1% to about 99% based on the weight of dry solids. The admixture formulation improves bleeding resistance and reduces segregation in cementitious compositions without producing many of the undesirable side-effects. [0008]
  • A cementitious composition is provided that comprises hydraulic cement, at least one polycarboxylate dispersant and at least one naphthalene dispersant, wherein the amount of polycarboxylate dispersant is about 0.001% to about 10% primary active ingredient and the amount of naphthalene dispersant is about 0.001% to about 10% primary active ingredient based on the total dry weight of cementitious material. [0009]
  • A method is provided for making a cementitious composition comprising forming a mixture of water, hydraulic cement, an amount of about 0.001% to about 10% primary active ingredient of polycarboxylate dispersant, and an amount about 0.001% to about 10% primary active ingredient of naphthalene dispersant based on the total dry weight of cementitious material. [0010]
  • DETAILED DESCRIPTION
  • A dry or liquid admixture formulation of polycarboxylate copolymer and naphthalene dispersant is provided that controls bleed and segregation in flowable and/or fluid cementitious compositions such as mortars, grouts, toppings and concrete. A cementitious composition containing the admixture formulation is also provided as well as a novel method for preparing such a cementitious composition. [0011]
  • It has now been discovered that an appropriate combination of naphthalene dispersant and polycarboxylate-based polymer provides a more stable cementitious composition with better flow, and little or no water loss or segregation. Furthermore, this new combination does not affect setting and hardening of cementitious compositions. Additionally, an air-entraining agent can be used that improves the plasticity of cementitious compositions and supplements the sand suspension, as the small, stable bubbles entrained in the mixture act like flexible ball bearings. The combination of certain naphthalene dispersants, polycarboxylate dispersant and optionally air-entraining agents provides lower pump pressure, increased fluidity, reduced bleeding and segregation, reduction in internal friction and better setting and hardening features. [0012]
  • Contrary to what is shown in the prior art, that the combination of polycarboxylate dispersant and naphthalene dispersant causes unacceptable gelling by increasing flocculation, we discovered that when polycarboxylate dispersants and naphthalene dispersants are combined at various levels, they interact synergistically to reduce the tendency for bleed and segregation in cementitious mixtures. The present admixture formulation is an improvement over prior art thickeners or rheology modifiers such as cellulose ethers, silica fume, polyacrylamides, polysaccharides, water soluble gums, and clays, in that it does not increase water demand, retard setting, entrain air, increase water sensitivity, promote high viscosity, or reduce flow retention as observed with the prior art thickening agents. [0013]
  • Thickening agents or rheology modifiers are commonly used to address bleeding, sedimentation, segregation and deflocculation in cementitious compositions. Their principle mechanism is an increase in viscosity brought about by the formation of gelled aqueous phases or increased inter-particle attraction from associative or ionic bonding. Depending on the type of thickener used, the time dependency of the shear, the shear rate, and the shear stress; the rheological behavior of the mixture can be Newtonian, Non-Newtonian, viscoelastic, dilatent, pseudoplastic, thixotropic, or rheopectic. Most conventional thickeners/rheology modifiers will significantly increase viscosity and water demand, as well as affect rheological properties that are not desirable with fluid and/or flowable compositions. [0014]
  • Without being limited to theory, it is thought that the synergistic mechanism between naphthalene dispersants and polycarboxylate dispersants is brought about when highly charged sulfonic groups from a naphthalene dispersant, such as those of naphthalene sulfonate formaldehyde condensate, interact with the polyether side chains of the polycarboxylate, causing the cement particles to flocculate. The degree of flocculation and resulting gelation/thickening may be affected by the dosage and the molecular weight of the polycarboxylate dispersant. The longer the ether side chains, the more pronounced the effect. [0015]
  • The naphthalene dispersants used can be any suitable naphthalene dispersant such as naphthalene sulfonate formaldehyde condensate, beta naphthalene sulfonates, or sodium naphthalene sulfate formaldehyde condensate resins, for example LOMAR D® (Cognis Inc., Cincinnati, Ohio). [0016]
  • Some non-polycarboxylate dispersants such as oligomerics, melamine formaldehyde condensate resins, salts of melamine formaldehyde condensate resins, carboxylic acids, salts of carboxylic acids, calcium lignosulfonates, and mixtures thereof do not demonstrate the rheology modifying effects found with naphthalene dispersants. These unaffected non-polycarboxylate dispersants can be used as normal water reducing additives. [0017]
  • In one embodiment, the admixture formulation contains about 1% to about 99% of a naphthalene dispersant based on the total dry weight of the admixture formulation. In another embodiment, the admixture formulation contains about 5% to about 95% naphthalene dispersant based on the total dry weight of the admixture formulation. In a further embodiment, the admixture formulation contains about 10% to about 90% naphthalene dispersant based on the total dry weight of the admixture formulation. In certain embodiments, a cementitious composition contains about 0.001% to about 10% naphthalene dispersant based on the total dry weight of cementitious material. In further embodiments a cementitious composition contains about 0.01% to about 5% naphthalene dispersant based on the total dry weight of cementitious material. In another embodiment a cementitious composition contains about 0.1% to about 2% naphthalene dispersant based on the total dry weight of cementitious material. [0018]
  • Polycarboxylate dispersants are dispersants having a carbon backbone with pendant side chains, wherein at least a portion of the side chains are attached to the backbone through a carboxyl group or an ether group. The term dispersant is also meant to include those chemicals that also function as a plasticizer, high range water reducer, fluidizer, antiflocculating agent, or superplasticizer for cementitious compositions. Examples of polycarboxylate dispersants can be found in U.S. Pat. No. 6,310,143, U.S. Pat. Nos. 6,290,770, 6,267,814, U.S. Pat. No. 6,211,317, U.S. Pat. No. 6,187,841, U.S. Pat. No. 5,158,996, U.S. Pat. No. 6,008,275, U.S. Pat. No. 6,136,950, U.S. Pat. No. 6,284,867, U.S. Pat. No. 5,609,681, U.S. Pat. No. 5,494,516; U.S. Pat. No. 5,674,929, U.S. Pat. No. 5,660,626, U.S. Pat. No. 5,668,195, U.S. Pat. No. 5,661,206, U.S. Pat. No. 5,358,566, U.S. Pat. No. 5,162,402, U.S. Pat. No. 5,798,425, U.S. Pat. No. 5,612,396, U.S. Pat. No. 6,063,184, and U.S. Pat. No. 5,912,284, U.S. Pat. No. 5,840,114, U.S. Pat. No. 5,753,744, U.S. Pat. No. 5,728,207, U.S. Pat. No. 5,725,657, U.S. Pat. No. 5,703,174, U.S. Pat. No. 5,665,158, U.S. Pat. No. 5,643,978, U.S. Pat. No. 5,633,298, U.S. Pat. No. 5,583,183, and U.S. Pat. No. 5,393,343, which are incorporated herein by reference. The polycarboxylate high range water reducing dispersants used in the admixture formulation of the present invention may include but are not limited to dispersants or water reducers sold under the trademarks MELFLUX® 1643F and 1641 (SKW Polymers), FC600 (Nippon Shokubai), SD 100 (Takemoto Oil & Fat CO., LTD), Daxad 30S (Hampshire Chemical Corp.), and Shokanal DS3557 (BASF). [0019]
  • In one embodiment, the admixture formulation contains about 1% to about 99% polycarboxylate dispersant based on the total dry weight of the admixture formulation. In another embodiment, the admixture formulation contains about 5% to about 95% polycarboxylate dispersant based on the total dry weight of the admixture formulation. In a further embodiment, the admixture formulation contains about 10% to about 90% polycarboxylate dispersant based on the total dry weight of the admixture formulation. In certain embodiments a cementitious composition contains about 0.001% to about 10% polycarboxylate dispersant based on the total dry weight of cementitious material. In a further embodiment a cementitious composition contains about 0.01% to about 5% polycarboxylate dispersant based on the dry weight of cementitious material. In another embodiment a cementitious composition contains about 0.1% to about 2% polycarboxylate dispersant based on the dry weight of cementitious material. [0020]
  • The polycarboxylate dispersants used in combination with the naphthalene dispersants are at least one of [0021]
  • a) a dispersant of Formula (I): [0022]
    Figure US20040211342A1-20041028-C00001
  • wherein in Formula (I) [0023]
  • X is at least one of hydrogen, an alkali earth metal ion, an alkaline earth metal ion, ammonium ion, or amine; [0024]
  • R is at least one of C[0025] 1 to C6 alkyl(ene)ether or mixtures thereof or C1 to C6 alkyl(ene)imine or mixtures thereof;
  • Q is at least one of oxygen, NH, or sulfur; [0026]
  • p is a number from 1 to about 300 resulting in at least one of a linear side chain or branched side chain; [0027]
  • R[0028] 1 is at least one of hydrogen, C1 to C20 hydrocarbon, or functionalized hydrocarbon containing at least one of —OH, —COOH, an ester or amide derivative of —COOH, sulfonic acid, an ester or amide derivative of sulfonic acid, amine, or epoxy;
  • Y is at least one of hydrogen, an alkali earth metal ion, an alkaline earth metal ion, ammonium ion, amine, a hydrophobic hydrocarbon or polyalkylene oxide moiety that functions as a defoamer; [0029]
  • m, m′, m″, n, n′, and n″ are each independently 0 or an integer between 1 and about 20; [0030]
  • Z is a moiety containing at least one of i) at least one amine and one acid group, ii) two functional groups capable of incorporating into the backbone selected from the group consisting of dianhydrides, dialdehydes, and di-acid-chlorides, or iii) an imide residue; and [0031]
  • wherein a, b, c, and d reflect the mole fraction of each unit wherein the sum of a, b, c, and d equal one, wherein a, b, c, and d are each a value greater than or equal to zero and less than one, and at least two of a, b, c, and d are greater than zero; [0032]
  • b) a dispersant of Formula (II): [0033]
    Figure US20040211342A1-20041028-C00002
  • wherein in Formula (II): [0034]
  • A is COOM or optionally in the “y” structure an acid anhydride group (—CO—O—CO—) is formed in place of the A groups between the carbon atoms to which the A groups are bonded to form an anhydride; [0035]
  • B is COOM; [0036]
  • M is hydrogen, a transition metal cation, the residue of a hydrophobic polyalkylene glycol or polysiloxane, an alkali metal ion, an alkaline earth metal ion, ferrous ion, aluminum ion, (alkanol)ammonium ion, or (alkyl)ammonium ion; [0037]
  • R is a C[0038] 2-6 alkylene radical;
  • R1 is a C[0039] 1-20 alkyl, C6-9 cycloalkyl, or phenyl group;
  • x, y, and z are a number from 0.01 to 100; [0040]
  • m is a number from 1 to 100; and [0041]
  • n is a number from 10 to 100; [0042]
  • c) a dispersant comprising at least one polymer or a salt thereof having the form of a copolymer of [0043]
  • i) a maleic anhydride half-ester with a compound of the formula RO(AO)[0044] mH, wherein R is a C1-C20 alkyl group, A is a C2-4 alkylene group, and m is an integer from 2-16; and
  • ii) a monomer having the formula CH[0045] 2═CHCH2—(OA)nOR, wherein n is an integer from 1-90 and R is a C1-20 alkyl group;
  • d) a dispersant obtained by copolymerizing 5 to 98% by weight of an (alkoxy)polyalkylene glycol mono(meth)acrylic ester monomer (a) represented by the following general formula (1): [0046]
    Figure US20040211342A1-20041028-C00003
  • wherein R[0047] 1 stands for hydrogen atom or a methyl group, R2O for one species or a mixture of two or more species of oxyalkylene group of 2 to 4 carbon atoms, providing two or more species of the mixture may be added either in the form of a block or in a random form, R3 for a hydrogen atom or an alkyl group of 1 to 5 carbon atoms, and m is a value indicating the average addition mol number of oxyalkylene groups that is an integer in the range of 1 to 100, 95 to 2% by weight of a (meth)acrylic acid monomer (b) represented by the above general formula (2), wherein R4 and R5 are each independently a hydrogen atom or a methyl group, and M1 for a hydrogen atom, a monovalent metal atom, a divalent metal atom, an ammonium group, or an organic amine group, and 0 to 50% by weight of other monomer (c) copolymerizable with these monomers, provided that the total amount of (a), (b), and (c) is 100% by weight;
  • e) a graft polymer that is a polycarboxylic acid or a salt thereof, having side chains derived from at least one species selected from the group consisting of oligoalkyleneglycols, polyalcohols, polyoxyalkylene amines, and polyalkylene glycols; [0048]
  • f) a dispersant of Formula (III): [0049]
    Figure US20040211342A1-20041028-C00004
  • wherein in Formula (III): [0050]
  • D=a component selected from the group consisting of the structure d1, the structure d2, and mixtures thereof; [0051]
  • X=H, CH[0052] 3, C2 to C6 Alkyl, Phenyl, p-Methyl Phenyl, or Sulfonated Phenyl;
  • Y=H or —COOM; [0053]
  • R=H or CH[0054] 3;
  • Z=H, —SO[0055] 3M, —PO3M, —COOM, —O(CH2)nOR3 where n=2 to 6, —COOR3, or —(CH2)nOR3 where n=0 to 6, —CONHR3, —CONHC(CH3)2 CH2SO3M, —COO(CHR4)nOH where n=2 to 6, or —O(CH2)nOR4 wherein n=2 to 6;
  • R[0056] 1, R2, R3, R5 are each independently —(CHRCH2O)mR4 random copolymer of oxyethylene units and oxypropylene units where m=10 to 500 and wherein the amount of oxyethylene in the random copolymer is from about 60% to 100% and the amount of oxypropylene in the random copolymer is from 0% to about 40%;
  • R[0057] 4=H, Methyl, C2 to about C6 Alkyl, or about C6 to about C10 aryl;
  • M=H, Alkali Metal, Alkaline Earth Metal, Ammonium, Amine, triethanol amine, Methyl, or C[0058] 2 to about C6 Alkyl;
  • a=0 to about 0.8; [0059]
  • b=about 0.2 to about 1.0; [0060]
  • c=0 to about 0.5; [0061]
  • d=0 to about 0.5; and [0062]
  • wherein a, b, c, and d represent the mole fraction of each unit and the sum of a, b, c, and d is 1.0; [0063]
  • g) a dispersant of Formula (IV): [0064]
    Figure US20040211342A1-20041028-C00005
  • wherein in Formula (IV): the “b” structure is one of a carboxylic acid monomer, an ethylenically unsaturated monomer, or maleic anhydride wherein an acid anhydride group (—CO—O—CO—) is formed in place of the groups Y and Z between the carbon atoms to which the groups Y and Z are bonded respectively, and the “b” structure must include at least one moiety with a pendant ester linkage and at least one moiety with a pendant amide linkage; [0065]
  • X=H, CH[0066] 3, C2 to C6 Alkyl, Phenyl, p-Methyl Phenyl, p-Ethyl Phenyl, Carboxylated Phenyl, or Sulfonated Phenyl;
  • Y=H, —COOM, —COOH, or W; [0067]
  • W=a hydrophobic defoamer represented by the formula R[0068] 5O—(CH2CH2O)s—(CH2C(CH3)HO)t—(CH2CH2O)u where s, t, and u are integers from 0 to 200 with the proviso that t>(s+u) and wherein the total amount of hydrophobic defoamer is present in an amount less than about 10% by weight of the polycarboxylate dispersant;
  • Z=H, —COOM, —O(CH[0069] 2)nOR3 where n=2 to 6, —COOR3, —(CH2)nOR3 where n=0 to 6, or —CONHR3;
  • R=H, or CH[0070] 3;
  • R[0071] 2, R3, are each independently a random copolymer of oxyethylene units and oxypropylene units of the general formula —(CH(R1)CH2O)mR4 where m=10 to 500 and wherein the amount of oxyethylene in the random copolymer is from about 60% to 100% and the amount of oxypropylene in the random copolymer is from 0% to about 40%;
  • R[0072] 4=H, Methyl, or C2 to C8 Alkyl;
  • R[0073] 5=C1 to C18 alkyl or C6 to C18 alkyl aryl;
  • M=Alkali Metal, Alkaline Earth Metal, Ammonia, Amine, monoethanol amine, diethanol amine, triethanol amine, morpholine, imidazole; [0074]
  • a=0.01-0.8; [0075]
  • b=0.2-0.99; [0076]
  • c=0-0.5; and [0077]
  • wherein a, b, c represent the mole fraction of each unit and the sum of a, b, and c, is 1; [0078]
  • h) a random copolymer corresponding to the following Formula (V) in free acid or salt form having the following monomer units and numbers of monomer units: [0079]
    Figure US20040211342A1-20041028-C00006
  • wherein A is selected from the moieties (i) or (ii) [0080]
  • (i) —CR[0081] 1R2—CR3R4
    Figure US20040211342A1-20041028-C00007
  • wherein R[0082] 1 and R3 are selected from substituted benzene, C1-8 alkyl, C2-8 alkenyl, C2-8 alkylcarbonyl, C1-8 alkoxy, carboxyl, hydrogen, and a ring, R2 and R4 are selected from the group consisting of hydrogen and C1-4 alkyl, wherein R1 and R3 can together with R2 and/or R4 when R2 and/or R4 are C1-4 alkyl form the ring;
  • R[0083] 7, R8, R9, and R10 are individually selected from the group consisting of hydrogen, C1-6 alkyl, and a C2-8 hydrocarbon chain, wherein R1 and
  • R[0084] 3 together with R7 and/or R8, R9, and R10 form the C2-8 hydrocarbon chain joining the carbon atoms to which they are attached, the hydrocarbon chain optionally having at least one anionic group, wherein the at least one anionic group is optionally sulfonic; M is selected from the group consisting of hydrogen, and the residue of a hydrophobic polyalkylene glycol or a polysiloxane, with the proviso that when A is (ii) and M is the residue of a hydrophobic polyalkylene glycol, M must be different from the group —(R5O)mR6;
  • R[0085] 5 is a C2-8 alkylene radical;
  • R[0086] 6 is selected from the group consisting of C1-20 alkyl, C6-9 cycloalkyl and phenyl;
  • n, x, and z are numbers from 1 to 100; [0087]
  • y is 0 to 100; [0088]
  • m is 2 to 1000; [0089]
  • the ratio of x to (y+z) is from 1:10 to 10:1 and the ratio of y:z is from 5:1 to 1:100; [0090]
  • i) a copolymer of oxyalkyleneglycol-alkenyl ethers and unsaturated dicarboxylic acids, comprising: [0091]
  • i) 0 to 90 mol % of at least one component of the formula 3a or 3b: [0092]
    Figure US20040211342A1-20041028-C00008
  • wherein M is a hydrogen atom, a mono- or divalent metal cation, an ammonium ion or an organic amine residue, a is 1, or when M is a divalent metal cation a is ½; [0093]
  • wherein X is —OM[0094] a,
  • —O—(C[0095] mH2mO)n—R1 in which R1 is a hydrogen atom, an aliphatic hydrocarbon radical containing from 1 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an optionally hydroxyl, carboxyl, C1-14 alkyl, or sulphonic substituted aryl radical containing 6 to 14 carbon atoms, m is 2 to 4, and n is 0 to 100,
  • —NHR[0096] 2, —N(R2)2 or mixtures thereof in which R2═R1 or —CO—NH2; and
  • wherein Y is an oxygen atom or —NR[0097] 2;
  • ii) 1 to 89 mol % of components of the general formula 4: [0098]
    Figure US20040211342A1-20041028-C00009
  • wherein R[0099] 3 is a hydrogen atom or an aliphatic hydrocarbon radical containing from 1 to 5 carbon atoms, p is 0 to 3, and R1 is hydrogen, an aliphatic hydrocarbon radical containing from 1 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an optionally hydroxyl, carboxyl, C1-14 alkyl, or sulfonic substituted aryl radical containing 6 to 14 carbon atoms, m is 2 to 4, and n is 0 to 100, and
  • iii) 0.1 to 10 mol % of at least one component of the formula 5a or 5b: [0100]
    Figure US20040211342A1-20041028-C00010
  • wherein S is a hydrogen atom or —COOM[0101] a or —COOR5, T is —COOR5, —W—R7, —CO—[—NH—(CH2)3)—]s—W—R7, —CO—O—(CH2)z—W—R7, a radical of the general formula:
    Figure US20040211342A1-20041028-C00011
  • or —(CH[0102] 2)z—V—(CH2)2—CH═CH—R1, or when S is —COOR5 or —COOMa, U1 is —CO—NHM—, —O— or —CH2O, U2 is —NH—CO—, —O— or —OCH2, V is —O—CO—C6H4—CO—O— or —W—, and W is
    Figure US20040211342A1-20041028-C00012
  • R4 is a hydrogen atom or a methyl radical, R5 is an aliphatic hydrocarbon radical containing 3 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an aryl radical containing 6 to 14 carbon atoms, R[0103] 6═R1 or
    Figure US20040211342A1-20041028-C00013
  • R[0104] 7═R1 or
    Figure US20040211342A1-20041028-C00014
  • r is 2 to 100, s is 1 or 2, x is 1 to 150, y is 0 to 15 and z is 0 to 4; [0105]
  • iv) 0 to 90 mol % of at least one component of the formula 6a, 6b, or 6c: [0106]
    Figure US20040211342A1-20041028-C00015
  • wherein M is a hydrogen atom, a mono- or divalent metal cation, an ammonium ion or an organic amine residue, a is 1, or when M is a divalent metal cation a is ½; [0107]
  • wherein X is —OM[0108] a,
  • —O—(C[0109] mH2mO)n—R1 in which R1 is a hydrogen atom, an aliphatic hydrocarbon radical containing from 1 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an optionally hydroxyl, carboxyl, C1-14 alkyl, or sulphonic substituted aryl radical containing 6 to 14 carbon atoms, m is 2 to 4, and n is 0 to 100,
  • —NH—(C[0110] mH2mO)n—R1,
  • —NHR[0111] 2, —N(R2)2 or mixtures thereof in which R2═R1 or —CO—NH2; and
  • wherein Y is an oxygen atom or —NR[0112] 2;
  • j) a copolymer of dicarboxylic acid derivatives and oxyalkylene glycol-alkenyl ethers, comprising: [0113]
  • i) 1 to 90 mol. % of at least one member selected from the group consisting of structural units of Formula 7a and Formula 7b: [0114]
    Figure US20040211342A1-20041028-C00016
  • wherein M is H, a monovalent metal cation, a divalent metal cation, an ammonium ion or an organic amine; [0115]
  • a is ½ when M is a divalent metal cation or 1 when M is a monovalent metal cation; [0116]
  • wherein R[0117] 1 is —OMa, or
  • —O—(C[0118] mH2mO)n—R2 wherein R is H, a C1-20 aliphatic hydrocarbon, a C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2;
  • m is 2 to 4; [0119]
  • n is 1 to 200; [0120]
  • ii) 0.5 to 80 mol. % of the structural units of Formula 8: [0121]
    Figure US20040211342A1-20041028-C00017
  • wherein R[0122] 3 is H or a C1-5 aliphatic hydrocarbon;
  • p is 0 to 3; [0123]
  • R[0124] 2 is H, a C1-20 aliphatic hydrocarbon, a C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2;
  • m is 2 to 4; [0125]
  • n is 1 to 200; [0126]
  • iii) 0.5 to 80 mol. % structural units selected from the group consisting of Formula 9a and Formula 9b: [0127]
    Figure US20040211342A1-20041028-C00018
  • wherein R[0128] 4 is H, C1-20 aliphatic hydrocarbon that is optionally substituted with at least one hydroxyl group, —(CmH2mO)n—R2, —CO—NH—R2, C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2;
  • M is H, a monovalent metal cation, a divalent metal cation, an ammonium ion or an organic amine; [0129]
  • a is ½ when M is a divalent metal cation or 1 when M is a monovalent metal cation; [0130]
  • R[0131] 2 is H, a C1-20 aliphatic hydrocarbon, a C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2;
  • m is 2 to 4; [0132]
  • n is 1 to 200; [0133]
  • iv) 1 to 90 mol. % of structural units of Formula 10 [0134]
    Figure US20040211342A1-20041028-C00019
  • wherein R[0135] 5 is methyl, or methylene group, wherein R5 forms one or more 5 to 8 membered rings with R7;
  • R[0136] 6 is H, methyl, or ethyl;
  • R[0137] 7 is H, a C1-20 aliphatic hydrocarbon, a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2, a C5-8 cycloaliphatic hydrocarbon, —OCOR4, —OR4, or —COOR4, wherein R4 is H, a C1-20 aliphatic hydrocarbon that is optionally substituted with at least one —OH, —(CmH2mO)n—R2, —CO—NH—R2, C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl residue that is optionally substituted with a member selected from the group consisting of —COOMa, —(SO3)Ma, —(PO3)Ma2.
  • In formula (e) the word “derived” does not refer to derivatives in general, but rather to any polycarboxylic acid/salt side chain derivatives of oligoalkyleneglycols, polyalcohols, polyoxyalkylene amines, and polyalkylene glycols that are compatible with dispersant properties and do not destroy the graft polymer. [0138]
  • The preferred substituents in the optionally substituted aryl of formula (j), containing 6 to 14 carbon atoms, are hydroxyl, carboxyl, C[0139] 1-14 alkyl, or sulfonate groups.
  • The preferred substituents in formula (h) in the substituted benzene are hydroxyl, carboxyl, C[0140] 1-14 alkyl, or sulfonate groups.
  • In certain embodiments, the suspending effect and some of the dispersing effect is caused by the naphthalene/polycarboxylate interaction and the balance of the dispersing effect is caused by an unaffected non-polycarboxylate dispersant such as oligomerics, melamine formaldehyde condensate resins, salts of melamine formaldehyde condensate resins, carboxylic acids, salts of carboxylic acids, calcium lignosulfonates, and mixtures thereof. The level of the unaffected non-polycarboxylate dispersant can be adjusted to control the flowability of the cementitious mixture, wherein the unaffected non-polycarboxylate dispersant is added without affecting the suspending ability of the polycarboxylate/naphthalene interaction. [0141]
  • The term oligomeric dispersant throughout this specification refers to oligomers that are a reaction product of a component A, optionally component B, and component C that are described in U.S. Pat. No. 6,133,347, U.S. Pat. No. 6,451,881, U.S. Ser. No. 09/629,724 filed on Jul. 31, 2000, and U.S. Ser. No. 10/244,253 filed on Sep. 16, 2002, which are hereby incorporated by reference. [0142]
  • The oligomeric dispersants are a reaction product of component A, optionally component B, and component C; [0143]
  • wherein each component A is independently a nonpolymeric, multi-functional moiety or combination of mono or multifunctional moieties that adsorbs onto a cementitious particle, and contains at least one residue derived from a first component selected from the group consisting of phosphates, phosphonates, phosphinates, hypophosphites, sulfates, sulfonates, sulfinates, alkyl trialkoxy silanes, alkyl triacyloxy silanes, alkyl triaryloxy silanes, borates, boronates, boroxines, phosphoramides, amines, amides, quaternary ammonium groups, carboxylic acids, carboxylic acid esters, alcohols, carbohydrates, phosphate esters of sugars, borate esters of sugars, sulfate esters of sugars, salts of any of the preceding moieties, and mixtures thereof; [0144]
  • wherein component B is an optional moiety, where if present, each component B is independently a nonpolymeric moiety that is disposed between the component A moiety and the component C moiety, and is derived from a second component selected from the group consisting of linear saturated hydrocarbons, linear unsaturated hydrocarbons, saturated branched hydrocarbons, unsaturated branched hydrocarbons, alicyclic hydrocarbons, heterocyclic hydrocarbons, aryl, phosphoester, nitrogen containing compounds, and mixtures thereof; and [0145]
  • wherein component C is at least one moiety that is a linear or branched water soluble, nonionic polymer substantially non-adsorbing to cement particles, and is selected from the group consisting of poly(oxyalkylene glycol), poly(oxyalkylene amine), poly(oxyalkylene diamine), monoalkoxy poly(oxyalkylene amine), monoaryloxy poly(oxyalkylene amine), monoalkoxy poly(oxyalkylene glycol), monoaryloxy poly(oxyalkylene glycol), poly(vinyl pyrrolidones), poly(methyl vinyl ethers), poly(ethylene imines), poly(acrylamides), polyoxazoles, and mixtures thereof. [0146]
  • The term air entrainer includes any chemical that will entrain air in cementitious compositions. Air entrainers can also reduce the surface tension of a composition at low concentration. Air-entraining admixtures are used to purposely entrain microscopic air bubbles into concrete. Air-entrainment dramatically improves the durability of concrete exposed to moisture during cycles of freezing and thawing. In addition, entrained air greatly improves a concrete's resistance to surface scaling caused by chemical deicers. Air entrainment also increases the workability of fresh concrete while eliminating or reducing segregation and bleeding. [0147]
  • Air entraining materials used to achieve these desired effects can be selected from wood resin, sulfonated lignin, petroleum acids, proteinaceous material, fatty acids, resinous acids, alkylbenzene sulfonates, sulfonated hydrocarbons, vinsol resin, anionic surfactants, cationic surfactants, nonionic surfactants, natural rosin, synthetic rosin, an inorganic air entrainer, synthetic detergents, and their corresponding salts, and mixtures thereof. If air entrainers are to be used they are added in an amount to yield a desired level of air in a cementitious composition and can be any known air entrainer for cement, including natural resin, synthetic resin, and mixtures thereof [0148]
  • Cementitious materials are materials that alone have hydraulic cementing properties, and set and harden in the presence of water. Included in cementitious materials are ground granulated blast-furnace slag, natural cement, portland cement, modified portland cement, masonry cement, hydraulic hydrated lime, and combinations of these and other materials. By portland cement is meant a hydraulic cement produced by pulverizing clinker, comprising hydraulic calcium silicates, calcium aluminates, and calcium aluminoferrites, and usually containing one or more of the forms of calcium sulfate as an interground addition, and includes portland cement, the specification for which is set forth in ASTM specification C 150, and cements that are chemically similar or analogous to portland cement, the specifications for which are set forth in ASTM specifications C 1157, C 595, and C 845. [0149]
  • Aggregate can be included in the cementitious formulation to provide for mortars which include fine aggregate, and concretes which also include coarse aggregate. The fine aggregates are materials that pass through a Number 4 sieve (ASTM C 125 and ASTM C 33), such as silica sand. The coarse aggregate are materials that are retained on a Number 4 sieve (ASTM C 125 and ASTM C 33), such as silica, quartz, crushed round marble, glass spheres, granite, limestone, calcite, feldspar, alluvial sands, sands or any other durable aggregate, and mixtures thereof. Other types of aggregates can also be used such as metallic particles, heavy weight aggregates, and light weight aggregates such as described in ASTM standards C 330, C 331, C 332 and ACI International 211.2R, 313R, 304.5R, 304.3R, and 221R. [0150]
  • The bleeding resistance and segregation reduction admixture formulation may comprise other additives or ingredients and should not be limited to the stated formulations. Cement additives that can be added include, but are not limited to: set accelerators, set retarders, air-entraining or air detraining agents, water reducer, corrosion inhibitors, pigments, wetting agents, water soluble polymers, rheology modifying agents, water repellents, fibers, dampproofing admixtures, gas formers, permeability reducers, pumping aids, fungicidal admixtures, germicidal admixtures, insecticidal admixtures, finely divided mineral admixtures, alkali-reactivity reducer, bonding admixtures, strength enhancing agents, shrinkage reducing agents, and any other admixture or additive that does not adversely affect the properties of the bleeding resistance and segregation reduction admixture formulation. [0151]
  • A set accelerator, if used in the bleeding resistance and segregation reduction admixture formulation, can include, but is not limited to, a nitrate salt of an alkali metal, alkaline earth metal, or aluminum; a nitrite salt of an alkali metal, alkaline earth metal, or aluminum; a thiocyanate of an alkali metal, alkaline earth metal or aluminum; an alkanolamine; a thiosulphate of an alkali metal, alkaline earth metal, or aluminum; a hydroxide of an alkali metal, alkaline earth metal, or aluminum; a carboxylic acid salt of an alkali metal, alkaline earth metal, or aluminum (preferably calcium formate); a polyhydroxylalkylamine; or a halide salt of an alkali metal or alkaline earth metal (preferably bromide). [0152]
  • The salts of nitric acid have the general formula M(NO[0153] 3)a where M is an alkali metal , or an alkaline earth metal or aluminum, and where a is 1 for alkali metal salts, 2 for alkaline earth salts, and 3 for aluminum salts. Preferred are nitric acid salts of Na, K, Mg, Ca and Al.
  • Nitrite salts have the general formula M(NO[0154] 2)a where M is an alkali metal, or an alkaline earth metal or aluminum, and where a is 1 for alkali metal salts, 2 for alkaline earth salts, and 3 for aluminum salts. Preferred are nitric acid salts of Na, K, Mg, Ca and Al.
  • The salts of the thiocyanic acid have the general formula M(SCN)[0155] b
  • , where M is an alkali metal, or an alkaline earth metal or aluminum, and where b is 1 for alkali metal salts, 2 for alkaline earth salts and 3 for aluminum salts. These salts are variously known as sulfocyanates, sulfocyanides, rhodanates or rhodanide salts. Preferred are thiocyanic acid salts of Na, K, Mg, Ca and Al. [0156]
  • Alkanolamine is a generic term for a group of compounds in which trivalent nitrogen is attached directly to a carbon atom of an alkyl alcohol. A representative formula is N[H][0157] c[(CH2)dCH2OH]e, where c is 3-e, d is 1 to about 5 and e is 1 to about 3. Examples include, but are not limited to, are monoethanoalamine, diethanolamine and triethanolamine.
  • The thiosulfate salts have the general formula M[0158] f(S2O3)g where M is alkali metal or an alkaline earth metal or aluminum, and f is 1 or 2 and g is 1, 2 or 3, depending on the valencies of the M metal elements. Preferred are thiosulfate acid salts of Na, K, Mg, Ca and Al.
  • The carboxylic acid salts have the general formula RCOOM wherein R is H or C[0159] 1 to about C10 alkyl, and M is alkali metal or an alkaline earth metal or aluminum. Preferred are carboxylic acid salts of Na, K, Mg, Ca and Al. In one embodiment the carboxylic acid salt is calcium formate.
  • In one embodiment polyhydroxylalkylamine has the general formula [0160]
    Figure US20040211342A1-20041028-C00020
  • wherein h is 1 to 3, i is 1 to 3, j is 1 to 3, and k is 0 to 3. A preferred polyhydroxyalkylamine is tetrahydroxyethylethylenediamine. [0161]
  • Retarding, or delayed-setting, admixtures are used to retard, delay, or slow the rate of setting of concrete. They can be added to the concrete mix upon initial batching or sometime after the hydration process has begun. Retarders are commonly used to offset the accelerating effect of hot weather on the setting of concrete, to delay the initial set of concrete or grout when difficult conditions of placement occur or problems of delivery to the job site, to allow time for special finishing processes or to aid in the reclamation of concrete left over at the end of the work day. Most retarders also act as water reducers and can also be used to entrain some air into concrete. [0162]
  • The retarder can include but is not limited to an oxy-boron compound, lignin, a polyphosphonic acid, a carboxylic acid, a hydroxycarboxylic acid, polycarboxylic acid, hydroxylated carboxylic acid, fumaric, itaconic, malonic, borax, gluconic, and tartaric acid, lignosulfonates, ascorbic acid, isoascorbic acid, sulphonic acid-acrylic acid copolymer, and their corresponding salts, polyhydroxysilane, polyacrylamide, carbohydrates and mixtures thereof. Illustrative examples of retarders are set forth in U.S. Pat. Nos. 5,427,617 and 5,203,919, incorporated herein by reference. [0163]
  • Air detrainers are used to decrease the air content in the cementitious composition. Examples of air detrainers that can be utilized include, but are not limited to tributyl phosphate, dibutyl phthalate, octyl alcohol, water-insoluble esters of carbonic and boric acid, acetylenic diols, ethylene oxide-propylene oxide block copolymers, lignosulfonates, hydroxylated carboxylic acids, lignin, borax, gluconic, tartaric and other organic acids and their corresponding salts, phosphonates, certain carbohydrates and silicones. [0164]
  • Corrosion inhibitors in concrete serve to protect embedded reinforcing steel from corrosion. The high alkaline nature of the concrete causes a passive and noncorroding protective oxide film to form on the steel. However, carbonation or the presence of chloride ions from deicers or seawater, together with oxygen can destroy or penetrate the film and result in corrosion. Corrosion-inhibiting admixtures chemically slow this corrosion reaction. The materials most commonly used to inhibit corrosion are calcium nitrite, sodium nitrite, sodium benzoate, certain phosphates or fluorosilicates, fluoroaluminates, amines, organic based water repelling agents, and related chemicals. [0165]
  • Dampproofing admixtures reduce the permeability of concrete that has low cement contents, high water-cement ratios, or a deficiency of fines in the aggregate portion. These admixtures retard moisture penetration into dry concrete and include certain soaps, stearates, waxes, and petroleum products. [0166]
  • Permeability reducers are used to reduce the rate at which water under pressure is transmitted through concrete. Silica fume, fly ash, ground slag, metakaolin, natural pozzolans, water reducers, and latex can be employed to decrease the permeability of the concrete. [0167]
  • Pumping aids are added to concrete mixes to improve pumpability. These admixtures thicken the fluid concrete, i.e., increase its viscosity, to reduce de-watering of the paste while it is under pressure from the pump. Among the materials used as pumping aids in concrete are organic and synthetic polymers, hydroxyethylcellulose (HEC) or HEC blended with dispersants, organic flocculents, organic emulsions of paraffin, coal tar, asphalt, acrylics, bentonite and pyrogenic silicas, natural pozzolans, fly ash and hydrated lime. [0168]
  • Bacteria and fungal growth on or in hardened concrete may be partially controlled through the use of fungicidal, germicidal, and insecticidal admixtures. The most effective materials for these purposes are polyhalogenated phenols, dialdrin emulsions, and copper compounds. [0169]
  • Finely divided mineral admixtures are materials in powder or pulverized form added to concrete before or during the mixing process to improve or change some of the plastic or hardened properties of portland cement concrete. The finely divided mineral admixtures can be classified according to their chemical or physical properties as: cementitious materials; pozzolans; pozzolanic and cementitious materials; and nominally inert materials. [0170]
  • A pozzolan is a siliceous or aluminosiliceous material that possesses little or no cementitious value but will, in the presence of water and in finely divided form, chemically react with the calcium hydroxide produced during the hydration of portland cement to form materials with cementitious properties. Diatomaceous earth, opaline cherts, clays, shales, fly ash, silica fume, volcanic tuffs and pumicites are some of the known pozzolans. Natural pozzolan is a term of art used to define the pozzolans that occur in nature, such as volcanic tuffs, pumices, trasses, diatomaceous earths, opaline, cherts, and some shales. Fly ash is defined in ASTM C618. [0171]
  • Alkali-reactivity reducers can reduce the alkali-aggregate reaction and limit the disruptive expansion forces that this reaction can produce in hardened concrete. Pozzolans (fly ash, silica fume), blast-furnace slag, salts of lithium and barium are especially effective. [0172]
  • Bonding admixtures are usually added to portland cement mixtures to increase the bond strength between old and new concrete and include organic materials such as rubber, polyvinyl chloride, polyvinyl acetate, acrylics, styrene butadiene copolymers, and other powdered polymers. [0173]
  • In the construction field, many methods of protecting concrete from tensile stresses and subsequent cracking have been developed through the years. One modern method involves distributing fibers throughout a fresh concrete mixture. Upon hardening, this concrete is referred to as fiber-reinforced concrete. Fibers can be made of zirconium materials, carbon, steel, fiberglass, or synthetic materials, e.g., polypropylene, nylon, polyethylene, polyester, rayon, high-strength aramid, or mixtures thereof. [0174]
  • A shrinkage reducing agent which can be used in the cementitious composition may include but is not limited to RO(AO)[0175] 1-10H, wherein R is a C1-5 alkyl or C5-6 cycloalkyl radical and A is a C2-3 alkylene radical, alkali metal sulfate, alkaline earth metal sulfates, alkaline earth oxides, preferably sodium sulfate and calcium oxide. TETRAGUARD PW® shrinkage reducing agent is preferred and is available from-Master Builders Inc. of Cleveland, Ohio.
  • Natural and synthetic admixtures are used to color concrete for aesthetic and safety reasons. These coloring admixtures are usually composed of pigments and include carbon black, iron oxide, phthalocyanine, umber, chromium oxide, titanium oxide and cobalt blue. [0176]
  • EXAMPLES
  • The samples in Tables 1-5 were prepared using a dry mixture that comprised cementitious binder, polycarboxylate high range water reducing dispersant, sulfonated naphthalene-formaldehyde condensate, and additives. The dry mixture was added to water and mixed for about 4 minutes in a Hobart paddle mixer. After mixing, static bleed, workability, flow, and segregation were measured. [0177]
  • Table 1 summarizes the bleed amount of water of sample pastes that comprised 1500 gm of Type I/II Portland cement and had an initial volume of 800 ml. The bleed amount of the pastes was determined in accordance with ASTM C 940. [0178]
    TABLE 1
    Sample
    S1 S2 S3 S4
    SNF (gm) 11.25 11.25 6.0
    PC (gm) 6.75 11.25 11.25
    W/C ratio 0.5 0.5 0.40 0.40
    Volume of Bleed
    Water (ml)
    ½ hr 40 10 20 10
      1 hr 50 13 20 10
    1.5 hr 60 20 30 10
      2 hr 70 20 30 10
  • Table 1 demonstrates that the combination of polycarboxylate dispersant and sulfonated naphthalene-formaldehyde condensate dispersant (S2 and S4) reduces the bleeding of water from cementitious compositions as compared to using either a polycarboxylate dispersant (S3) or sulfonated naphthalene-formaldehyde condensate dispersant (S1) alone. [0179]
  • In Table 2 grout mixtures were prepared-that comprised 2100 gm 10-20 Silica Sand and 1400 gm Type I/II Portland cement. The flow was determined in accordance with ASTM C 939. [0180]
    TABLE 2
    Sample
    S5 S6
    SNF (gm) 10.5 10.5
    PC (gm) 2.1
    Flow (sec) not measurable due to 15.32
    segregation
    Bleed severe slight
    Segregation severe none
  • Table 2 demonstrates the suspending properties of the admixture formulation. The combination of polycarboxylate dispersant and naphthalene sulfonate formaldehyde condensate dispersant (S6) decreased the bleed and segregation of the grout mixture as compared to use of naphthalene sulfonate formaldehyde condensate dispersant alone as shown in Sample 5. [0181]
  • The mortar mixtures in Table 3 had a water/cement (w/c) ratio of 0.35 and comprised 600 gm of 16-35 Silica Sand and 900 gm of Type I/II Portland cement. The mortar mixtures were prepared with various polycarboxylate (PC) dispersants to demonstrate the flow modification and anti-segregation properties of the invention. The flow was determined in accordance with ASTM C 827 using an ASTM C 230 flow table. Additionally, the maximum measurable flow is 148% and values higher than this indicate the material flowed off the table. Segregation was determined visually. [0182]
    TABLE 3
    Sample
    S7 S8 S9 S10 S11 S12
    SNF (gm) 4.5 4.5 4.5 4.5 4.5
    PC1 (gm) 1
    PC2 (gm) 1
    PC3 (gm) 1
    PC4 (gm) 1
    PC5 (gm) 1
    % flow at 0 >148 104 116 98.5 90 89
    drops
    segregation yes no no no no no
    (severe)
  • Table 4 demonstrates the flow modification properties of the admixture formulation with a non-Portland cement binder with mortar mixtures that comprised 600 gm Silica Sand and 400 gm Calcium Sulfate Hemi-Hydrate. The flow was determined in accordance with ASTM C 827 using an ASTM C 230 flow table. [0183]
    TABLE 4
    Sample
    S13 S14 S15
    SNF (gm) 1.6 1.6
    PC (gm) 0.8
    % mix water 12 12 12
    % flow at 5 drops 51 140 86
  • The mortar mixtures of Table 5, comprising 600 gm of 16-36 Silica Sand and 400 gm high alumina cement demonstrated the flow modification properties of the admixture formulation with a non-Portland cement binder. The flow was determined in accordance with ASTM C 827 using an ASTM C 230 flow table. [0184]
    TABLE 5
    Sample
    S16 S17 S18
    SNF (gm) 4 4
    PC (gm) 0.4
    % mix water 15 15 15
    % flow at 5 drops 108 >148 116
    bleed none severe none
    segregation none severe none
  • The concrete mixtures of Tables 6-8 were prepared in batches of 40 liters using a vertical axis mixer. Aggregates were placed in a mixer followed by about 50% of the total mix water and mixed for 1 minute, then cement, admixtures, fiber and the remaining 50% of the total water and mixed for about 1 minute. The mixing was stopped for 1 minute to allow false set, if present, to take place. Then the mixing was continued for another 1 minute. [0185]
  • To compare the effects of the polycarboxylate/naphthalene dispersants and a thickening agent such as hydroxyethyl cellulose in concrete, mixtures were measured for initial slump according to ASTM C 143, density was measured according to ASTM C 138, bleeding was measured according to ASTM C 232, and the time of initial and final setting were measured according to ASTM C 403. Sedimentation tendency was visually evaluated in accordance with comparative criteria in 3 categories, namely absent, moderate and strong. Compressive strength was evaluated in 150 mm steel cubes cast and cured at 20° C. and 95% relative humidity. [0186]
  • The concrete mixtures in Table 6 contained the following components: [0187]
    Portland cement 32.5 II/AL 250 Kg
    Sand 0-4 mm 950 Kg
    Crushed gravel 4-12 mm 340 Kg
    Rounded gravel 20-25 mm 610 Kg
    SNF 2.5 Kg (1% cement dosage)
    Air entrainer 0.5 Kg
    Water 175 Kg (w/c ratio 0.7)
  • [0188]
    TABLE 6
    Setting Compressive
    Time strength MPa
    HEC PC Slump Density Bleeding % Sedimentation Minutes 1 7 28
    Sample Kg Kg test cm Kg/m3 on volume tendency Final Initial day days days
    S19 25 2320 5 moderate 420 570 5 19 27
    S20 0.1 15 2290 0 absent 549 700 2 12 25
    S21 0.1 25 2325 0 absent 410 570 5 20 27
    S22 0.2 23 2320 0 absent 420 580 5 19 28
    S23 0.5 11 2315 0 absent 430 590 4 18 27
    S24 1 5 2315 0 absent 430 590 4 18 26
  • The fiber-reinforced concrete mixtures in Table 7 contained the following components: [0189]
    cement 52.5 I  315 Kg
    sand 0-4 mm 1000 Kg
    pea gravel 4-10 mm  820 Kg
    SNF  10 Kg
    Alkali Resistant Glass Fiber   8 Kg
    Water  190 Kg (w/c ratio 0.6)
  • [0190]
    TABLE 7
    Compressive
    Slump Bleeding Setting Time strength MPa
    HEC PC test Density % on Sedimentation Minutes 1 7 28
    Sample Kg Kg cm Kg/m3 volume tendency Initial Final day days days
    S25 23 2340 3 moderate 450 580 12 39 54
    S26 0.2 13 2300 0 absent 530 650  8 32 49
    S27 0.2 23 2330 0 absent 440 570 13 40 55
    S28 0.5 21 2335 0 absent 450 590 12 40 55
    S29 1.5 10 2330 0 absent 460 600 12 39 54
  • The self-compacting concrete mixtures in Table 8 contained the following components: [0191]
    Portland cement 42.5 II/AL 320 Kg
    Fly ash 200 Kg
    Sand 0-4 mm 960 Kg
    Crushed gravel 4-12 mm 280 Kg
    Rounded gravel 10-16 mm 540 Kg
    SNF  7 Kg (1.35% on binder dosage)
    Water 190 Kg (w/c ratio 0.59)
  • [0192]
    TABLE 8
    Compressive
    Slump Bleeding Setting time strength MPa
    HEC PC flow test Density % on Sedimentation Minutes 1 7 28
    Sample Kg Kg cm Kg/m3 volume tendency Initial Final day days days
    S30 62 2420 6 strong 480 660 12 32 40
    S31 0.2 50 2430 0 absent 580 780  7 28 36
    S32 0.2 61 2425 0 absent 470 650 12 31 40
    S33 0.4 60 2420 0 absent 490 670 12 32 41
    34S 1.0 35 2425 0 absent 490 670 11 31 39
  • Tables 6-8 demonstrate that the addition of a thickening agent such as hydroxyethyl cellulose, polycarboxylate/naphthalene dispersants stop the bleeding of the concrete mixtures. However, in contrast to the mixtures containing polycarboxylate/naphthalene dispersants, those that contained hydroxyethyl cellulose had reduced workability and compressive strength with increased setting time. The mixtures containing the polycarboxylate/naphthalene dispersants did not have any of the adverse effects of the mixture containing hydroxyethyl cellulose. [0193]
  • It should be appreciated that there is no limitation to the specific embodiments described above, but includes variations, modifications and equivalent embodiments defined by the following claims. The embodiments disclosed are not necessarily in the alternative, as various embodiments of the invention may be combined to provide desired characteristics or results. [0194]

Claims (41)

What is claimed is:
1. An admixture formulation for cementitious compositions comprising at least one polycarboxylate dispersant and at least one naphthalene dispersant, wherein the amount of polycarboxylate dispersant is about 1% to about 99% and the amount of naphthalene dispersant is about 1% to about 99% based on the total dry weight of the admixture formulation.
2. The composition of claim 1 wherein the admixture formulation comprises about 5% to about 95% polycarboxylate dispersant and about 5% to about 95% naphthalene dispersant based on the total dry weight of the admixture formulation.
3. The composition of claim 2 wherein the admixture formulation comprises about 10% to about 90% polycarboxylate dispersant and about 10% to about 90% naphthalene dispersant based on the total dry weight of the admixture formulation.
4. The composition of claim 1 further comprising at least one of set accelerators, set retarders, air-entraining or air detraining agents, corrosion inhibitors, pigments, wetting agents, water soluble polymers, rheology modifying agents, water repellents, fibers, dampproofing admixtures, gas formers, permeability reducers, pumping aids, fungicidal admixtures, germicidal admixtures, insecticidal admixtures, finely divided mineral admixtures, alkali-reactivity reducer, bonding admixtures, strength enhancing agents, shrinkage reducing agents, and mixtures thereof.
5. A cementitious composition comprising hydraulic cement, at least one polycarboxylate dispersant and at least one naphthalene dispersant, wherein the amount of polycarboxylate dispersant primary active ingredient is about 0.001% to about 10% and the amount of naphthalene dispersant primary active ingredient is about 0.001% to about 10% primary active ingredient based on the total dry weight of cementitious material.
6. The composition of claim 5 wherein the amount of polycarboxylate dispersant is about 0.01% to about 5% and the amount of naphthalene dispersant is about 0.01% to about 5% based on the total dry weight of cementitious material.
7. The composition of claim 6 wherein the amount of polycarboxylate dispersant is about 0.1% to about 2% and the amount of naphthalene dispersant is about 0.1% to about 2% based on the total dry weight of cementitious material.
8. The composition of claim 5, wherein the hydraulic cement is selected from the group consisting of portland cement, masonry cement, high alumina cement, refractory cement, magnesia cement, calcium sulfate hemi-hydrate cement, calcium sulfoaluminate cement, and mixtures thereof.
9. The composition of claim 1 or 5 wherein the naphthalene dispersant is at least one of naphthalene sulfonate formaldehyde condensate, beta naphthalene sulfonates, or sodium naphthalene sulfate formaldehyde condensate resins.
10. The composition of claim 1 or 5 wherein the composition further comprises an unaffected non-polycarboxylate dispersant from the group consisting of at least one of melamine formaldehyde condensate resins, salts of melamine formaldehyde condensate resins, carboxylic acids, salts of carboxylic acids, calcium lignosulfonates, and mixtures thereof.
11. The composition of claim 1 or 5 wherein the composition further comprises at least one oligomeric dispersant, wherein the oligomeric dispersant is a reaction product of component A, optionally component B, and component C;
wherein each component A is independently a nonpolymeric, multi-functional moiety or combination of mono or multifunctional moieties that adsorbs onto a cementitious particle, and contains at least one residue derived from a first component selected from the group consisting of phosphates, phosphonates, phosphinates, hypophosphites, sulfates, sulfonates, sulfinates, alkyl trialkoxy silanes, alkyl triacyloxy silanes, alkyl triaryloxy silanes, borates, boronates, boroxines, phosphoramides, amines, amides, quaternary ammonium groups, carboxylic acids, carboxylic acid esters, alcohols, carbohydrates, phosphate esters of sugars, borate esters of sugars, sulfate esters of sugars, salts of any of the preceding moieties, and mixtures thereof;
wherein component B is an optional moiety, where if present, each component B is independently a nonpolymeric moiety that is disposed between the component A moiety and the component C moiety, and is derived from a second component selected from the group consisting of linear saturated hydrocarbons, linear unsaturated hydrocarbons, saturated branched hydrocarbons, unsaturated branched hydrocarbons, alicyclic hydrocarbons, heterocyclic hydrocarbons, aryl, phosphoester, nitrogen containing compounds, and mixtures thereof; and
wherein component C is at least one moiety that is a linear or branched water soluble, nonionic polymer substantially non-adsorbing to cement particles, and is selected from the group consisting of poly(oxyalkylene glycol), poly(oxyalkylene amine), poly(oxyalkylene diamine), monoalkoxy poly(oxyalkylene amine), monoaryloxy poly(oxyalkylene amine), monoalkoxy poly(oxyalkylene glycol), monoaryloxy poly(oxyalkylene glycol), poly(vinyl pyrrolidones), poly(methyl vinyl ethers), poly(ethylene imines), poly(acrylamides), polyoxazoles, and mixtures thereof.
12. The composition of claim 1 or 5 wherein the polycarboxylate dispersant for cementitious compositions is at least one polycarboxylate high range water reducing dispersant selected from the group consisting of:
a) a dispersant of Formula (I):
Figure US20040211342A1-20041028-C00021
wherein in Formula (I)
X is at least one of hydrogen, an alkali earth metal ion, an alkaline earth metal ion, ammonium ion, or amine;
R is at least one of C1 to C6 alkyl(ene) ether or mixtures thereof or C1 to C6 alkyl(ene) imine or mixtures thereof;
Q is at least one of oxygen, NH, or sulfur;
p is a number from 1 to about 300 resulting in at least one of a linear side chain or branched side chain;
R1 is at least one of hydrogen, C1 to C20 hydrocarbon, or functionalized hydrocarbon containing at least one of —OH, —COOH, an ester or amide derivative of —COOH, sulfonic acid, an ester or amide derivative of sulfonic acid, amine, or epoxy;
Y is at least one of hydrogen, an alkali earth metal ion, an alkaline earth metal ion, ammonium ion, amine, a hydrophobic hydrocarbon or polyalkylene oxide moiety that functions as a defoamer;
m, m′, m″, n, n′, and n″ are each independently 0 or an integer between 1 and about 20;
Z is a moiety containing at least one of i) at least one amine and one acid group, ii) two functional groups capable of incorporating into the backbone selected from the group consisting of dianhydrides, dialdehydes, and di-acid-chlorides, or iii) an imide residue; and
wherein a, b, c, and d reflect the mole fraction of each unit wherein the sum of a, b, c, and d equal one, wherein a, b, c, and d are each a value greater than or equal to zero and less than one, and at least two of a, b, c, and d are greater than zero;
b) a dispersant of Formula (II):
Figure US20040211342A1-20041028-C00022
wherein in Formula (II):
A is COOM or optionally in the “y” structure an acid anhydride group (—CO—O—CO—) is formed in place of the A groups between the carbon atoms to which the A groups are bonded to form an anhydride;
B is COOM;
M is hydrogen, a transition metal cation, the residue of a hydrophobic polyalkylene glycol or polysiloxane, an alkali metal ion, an alkaline earth metal ion, ferrous ion, aluminum ion, (alkanol)ammonium ion, or (alkyl)ammonium ion;
R is a C2-6 alkylene radical;
RI is a C1-20 alkyl, C6-9 cycloalkyl, or phenyl group;
x, y, and z are a number from 0.01 to 100;
m is a number from 1 to 100; and
n is a number from 10 to 100;
c) a dispersant comprising at least one polymer or a salt thereof having the form of a copolymer of
i) a maleic anhydride half-ester with a compound of the formula RO(AO)mH, wherein R is a C1-C20 alkyl group, A is a C2-4 alkylene group, and m is an integer from 2-16; and
ii) a monomer having the formula CH2═CHCH2—(OA)nOR, wherein n is an integer from 1-90 and R is a C1-20 alkyl group;
d) a dispersant obtained by copolymerizing 5 to 98% by weight of an (alkoxy)polyalkylene glycol mono(meth)acrylic ester monomer (a) represented by the following general formula (1):
Figure US20040211342A1-20041028-C00023
wherein R1 stands for hydrogen atom or a methyl group, R2O for one species or a mixture of two or more species of oxyalkylene group of 2 to 4 carbon atoms, providing two or more species of the mixture may be added either in the form of a block or in a random form, R3 for a hydrogen atom or an alkyl group of 1 to 5 carbon atoms, and m is a value indicating the average addition mol number of oxyalkylene groups that is an integer in the range of 1 to 100, 95 to 2% by weight of a (meth)acrylic acid monomer (b) represented by the above general formula (2), wherein R4 and R5 are each independently a hydrogen atom or a methyl group, and M1 for a hydrogen atom, a monovalent metal atom, a divalent metal atom, an ammonium group, or an organic amine group, and 0 to 50% by weight of other monomer (c) copolymerizable with these monomers, provided that the total amount of (a), (b), and (c) is 100% by weight;
e) a graft polymer that is a polycarboxylic acid or a salt thereof, having side chains derived from at least one species selected from the group consisting of oligoalkyleneglycols, polyalcohols, polyoxyalkylene amines, and polyalkylene glycols;
f) a dispersant of Formula (III):
Figure US20040211342A1-20041028-C00024
wherein in Formula (III):
D=a component selected from the group consisting of the structure d1, the structure d2, and mixtures thereof;
X=H, CH3, C2 to C6 Alkyl, Phenyl, p-Methyl Phenyl, or Sulfonated Phenyl;
Y=H or —COOM;
R=H or CH3;
Z=H, —SO3M, —PO3M, —COOM, —O(CH2)nOR3 where n=2 to 6, —COOR3, or —(CH2)nOR3 where n=0 to 6, —CONHR3, —CONHC(CH3)2 CH2SO3M, —COO(CHR4)nOH where n=2 to 6, or —O(CH2)nOR4 wherein n=2 to 6;
R1, R2, R3, R5 are each independently —(CHRCH2O)mR4 random copolymer of oxyethylene units and oxypropylene units where m=10 to 500 and wherein the amount of oxyethylene in the random copolymer is from about 60% to 100% and the amount of oxypropylene in the random copolymer is from 0% to about 40%;
R4=H, Methyl, C2 to about C6 Alkyl, or about C6 to about C10 aryl;
M=H, Alkali Metal, Alkaline Earth Metal, Ammonium, Amine, triethanol amine, Methyl, or C2 to about C6 Alkyl;
a=0 to about 0.8;
b=about 0.2 to about 1.0;
c=0 to about 0.5;
d=0 to about 0.5; and
wherein a, b, c, and d represent the mole fraction of each unit and the sum of a, b, c, and d is 1.0;
g) a dispersant of Formula (IV):
Figure US20040211342A1-20041028-C00025
wherein in Formula (IV):
the “b” structure is one of a carboxylic acid monomer, an ethylenically unsaturated monomer, or maleic anhydride wherein an acid anhydride group (—CO—O—CO—) is formed in place of the groups Y and Z between the-carbon atoms to which the groups Y and Z are bonded respectively, and the “b” structure must include at least one moiety with a pendant ester linkage and at least one moiety with a pendant amide linkage;
X=H, CH3, C2 to C6 Alkyl, Phenyl, p-Methyl Phenyl, p-Ethyl Phenyl, Carboxylated Phenyl, or Sulfonated Phenyl;
Y=H, —COOM, —COOH, or W;
W=a hydrophobic defoamer represented by the formula R5O—(CH2CH2O)s—(CH2C(CH3)HO)t—(CH2CH2O)u where s, t, and u are integers from 0 to 200 with the proviso that t>(s+u) and wherein the total amount of hydrophobic defoamer is present in an amount less than about 10% by weight of the polycarboxylate dispersant;
Z=H, —COOM, —O(CH2)nOR3 where n=2 to 6, —COOR3, —(CH2)nOR3 where n=0 to 6, or —CONHR3;
R1=H, or CH3;
R2, R3, are each independently a random copolymer of oxyethylene units and oxypropylene units of the general formula —(CH(R1)CH2O)mR4 where m=10 to 500 and wherein the amount of oxyethylene in the random copolymer is from about 60% to 100% and the amount of oxypropylene in the random copolymer is from 0% to about 40%;
R4=H, Methyl, or C2 to C8 Alkyl;
R5=C1 to C 8 alkyl or C6 to C18 alkyl aryl;
M=Alkali Metal, Alkaline Earth Metal, Ammonia, Amine, monoethanol amine, diethanol amine, triethanol amine, morpholine, imidazole;
a=0.01-0.8;
b=0.2-0.99;
C 0-0.5; and
wherein a, b, c represent the mole fraction of each unit and the sum of a, b, and c, is 1;
h) a random copolymer corresponding to the following Formula (V) in free acid or salt form having the following monomer units and numbers of monomer units:
Figure US20040211342A1-20041028-C00026
wherein A is selected from the moieties (i) or (ii)
(i) —CR1R2—CR3R4
Figure US20040211342A1-20041028-C00027
wherein R1 and R3 are selected from substituted benzene, C1-8 alkyl, C2-8 alkenyl, C2-8 alkylcarbonyl, C1-8 alkoxy, carboxyl, hydrogen, and a ring, R2 and R4 are selected from the group consisting of hydrogen and
C1-4 alkyl, wherein R1 and R3 can together with R2 and/or R4 when R2 and/or R4 are C1-4 alkyl form the ring;
R7, R8, R9, and R10 are individually selected from the group consisting of hydrogen, C1-6 alkyl, and a C2-8 hydrocarbon chain, wherein R1 and
R3 together with R7 and/or R8, R9, and R10 form the C2-8 hydrocarbon chain joining the carbon atoms to which they are attached, the hydrocarbon chain optionally having at least one anionic group, wherein the at least one anionic group is optionally sulfonic;
M is selected from the group consisting of hydrogen, and the residue of a hydrophobic polyalkylene glycol or a polysiloxane, with the proviso that when A is (ii) and M is the residue of a hydrophobic polyalkylene glycol, M must be different from the group —(R5O)mR6;
R5 is a C2-8 alkylene radical;
R6 is selected from the group consisting of C1-20 alkyl, C6-9 cycloalkyl
and phenyl;
n, x, and z are numbers from 1 to 100;
y is 0 to 100;
m is 2 to 1000;
the ratio of x to (y+z) is from 1:10 to 10:1 and the ratio of y:z is from 5:1 to 1:100;
i) a copolymer of oxyalkyleneglycol-alkenyl ethers and unsaturated dicarboxylic acids, comprising:
i) 0 to 90 mol % of at least one component of the formula 3a or 3b:
Figure US20040211342A1-20041028-C00028
wherein M is a hydrogen atom, a mono- or divalent metal cation, an ammonium ion or an organic amine residue, a is 1, or when M is a divalent metal cation a is ½;
wherein X is —OMa,
—O—(CmH2mO)n—R1 in which R1 is a hydrogen atom, an aliphatic hydrocarbon radical containing from 1 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an optionally hydroxyl, carboxyl, C1-14 alkyl, or sulphonic substituted aryl radical containing 6 to 14 carbon atoms, m is 2 to 4, and n is 0 to 100, —NHR2, —N(R2)2 or mixtures thereof in which R2═R1 or —CO—NH2; and
wherein Y is an oxygen atom or —NR2;
ii) 1 to 89 mol % of components of the general formula 4:
Figure US20040211342A1-20041028-C00029
wherein R3 is a hydrogen atom or an aliphatic hydrocarbon radical containing from 1 to 5 carbon atoms, p is 0 to 3, and R1 is hydrogen, an aliphatic hydrocarbon radical containing from 1 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an optionally hydroxyl, carboxyl, C1-14 alkyl, or sulfonic substituted aryl radical containing 6 to 14 carbon atoms, m is 2 to 4, and n is 0 to 100, and
iii) 0.1 to 10 mol % of at least one component of the formula 5a or 5b:
Figure US20040211342A1-20041028-C00030
wherein S is a hydrogen atom or —COOMa or —COOR5, T is —COOR5, —W—R7, —CO—[—NH—(CH2)3)—]s—W—R7, —CO—O—(CH2)z—W—R7, a radical of the general formula:
Figure US20040211342A1-20041028-C00031
or —(CH2)z—V—(CH2)z—CH═CH—R1, or when S is —COOR5 or —COOMa, U1 is —CO—NHM—, —O— or —CH2O, U2 is —NH—CO—, —O— or —OCH2, V is —O—CO—C6H4—CO—O— or —W—, and W is
Figure US20040211342A1-20041028-C00032
R4 is a hydrogen atom or a methyl radical, R5 is an aliphatic hydrocarbon radical containing 3 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an aryl radical containing 6 to 14 carbon atoms, R6═R1 or
Figure US20040211342A1-20041028-C00033
R7═R1 or
Figure US20040211342A1-20041028-C00034
r is 2 to 100, s is 1 or 2, x is 1 to 150, y is 0 to 15 and z is 0 to 4;
iv) 0 to 90 mol % of at least one component of the formula 6a, 6b, or 6c:
Figure US20040211342A1-20041028-C00035
wherein M is a hydrogen atom, a mono- or divalent metal cation, an ammonium ion or an organic amine residue, a is 1, or when M is a divalent metal cation a is ½;
wherein X is —OMa,
—O—(CmH2mO)n—R1 in which R1 is a hydrogen atom, an aliphatic hydrocarbon radical containing from 1 to 20 carbon atoms, a cycloaliphatic hydrocarbon radical containing 5 to 8 carbon atoms or an optionally hydroxyl, carboxyl, C1-14 alkyl, or sulphonic substituted aryl radical containing 6 to 14 carbon atoms, m is 2 to 4, and n is 0 to 100,
—NH—(CmH2mO)n—R1,
—NHR2, —N(R2)2 or mixtures thereof in which R2═R1 or —CO—NH2; and
wherein Y is an oxygen atom or —NR2;
j) a copolymer of dicarboxylic acid derivatives and oxyalkylene glycol-alkenyl ethers, comprising:
i) 1 to 90 mol. % of at least one member selected from the group consisting of structural units of Formula 7a and Formula 7b:
Figure US20040211342A1-20041028-C00036
wherein M is H, a monovalent metal cation, a divalent metal cation, an ammonium ion or an organic amine;
a is ½ when M is a divalent metal cation or 1 when M is a monovalent metal cation;
wherein R1 is —OMa, or
—O—(CmH2mO)n—R2 wherein R2 is H, a C1-20 aliphatic hydrocarbon, a C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2;
m is 2 to 4;
n is 1 to 200;
ii) 0.5 to 80 mol. % of the structural units of Formula 8:
Figure US20040211342A1-20041028-C00037
wherein R3 is H or a C1-5 aliphatic hydrocarbon;
p is 0 to 3;
R2 is H, a C1-20 aliphatic hydrocarbon, a C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2;
m is 2 to 4;
n is 1 to 200;
iii) 0.5 to 80 mol. % structural units selected from the group consisting of Formula 9a and Formula 9b:
Figure US20040211342A1-20041028-C00038
wherein R4 is H, C1-20 aliphatic hydrocarbon that is optionally substituted with at least one hydroxyl group, —(CmH2mO)n—R2, —CO—NH—R2, C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2;
M is H, a monovalent metal cation, a divalent metal cation, an ammonium ion or an organic amine;
a is {fraction (1/2)} when M is a divalent metal cation or 1 when M is a monovalent metal cation;
R2 is H, a C1-20 aliphatic hydrocarbon, a C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2;
m is 2 to 4;
n is 1 to 200;
iv) 1 to 90 mol. % of structural units of Formula 10
Figure US20040211342A1-20041028-C00039
wherein R5 is methyl, or methylene group, wherein R5 forms one or more 5 to 8 membered rings with R7;
R6 is H, methyl, or ethyl;
R7 is H, a C1-20 aliphatic hydrocarbon, a C6-14 aryl that is optionally substituted with at least one member selected from the group consisting of —COOMa, —(SO3)Ma, and —(PO3)Ma2, a C5-8 cycloaliphatic hydrocarbon, —OCOR4, —OR4, or —COOR4, wherein R4 is H, a C1-20 aliphatic hydrocarbon that is optionally substituted with at least one —OH, —(CmH2mO)n—R2, —CO—NH—R2, C5-8 cycloaliphatic hydrocarbon, or a C6-14 aryl residue that is optionally substituted with a member selected from the group consisting of —COOMa, —(SO3)Ma, —(PO3)Ma2.
13. The composition of claim 5 further comprising a cement admixture or additive that is selected from the group consisting of set accelerators, set retarders, air-entraining or air detraining agents, corrosion inhibitors, pigments, wetting agents, water soluble polymers, rheology modifying agents, water repellents, fibers, dampproofing admixtures, gas formers, permeability reducers, pumping aids, fungicidal admixtures, germicidal admixtures, insecticidal admixtures, finely divided mineral admixtures, alkali-reactivity reducer, bonding admixtures, strength enhancing agents, shrinkage reducing agents, aggregates, pozzolans and mixtures thereof.
14. The composition of claim 13, wherein the set accelerator comprises at least one of:
a) a nitrate salt of an alkali metal, alkaline earth metal, or aluminum;
b) a nitrite salt of an alkali metal, alkaline earth metal, or aluminum;
c) a thiocyanate of an alkali metal, alkaline earth metal or aluminum;
d) an alkanolamine;
e) a thiosulphate of an alkali metal, alkaline earth metal, or aluminum;
f) a hydroxide of an alkali metal, alkaline earth metal, or aluminum;
g) a carboxylic acid salt of an alkali metal, alkaline earth metal, or aluminum;
h) a polyhydroxylalkylamine; or
i) a halide salt of an alkali metal or alkaline earth metal.
15. The composition of claim 13 wherein the set retarder is selected from the group consisting of an oxy-boron compound, lignin, a polyphosphonic acid, a carboxylic acid, a hydroxycarboxylic acid, polycarboxylic acid, hydroxylated carboxylic acid, fumaric, itaconic, malonic, borax, gluconic, and tartaric acid, lignosulfonates, ascorbic acid, isoascorbic acid, sulphonic acid-acrylic acid copolymer, and their corresponding salts, polyhydroxysilane, polyacrylamide, carbohydrates and mixtures thereof.
16. The composition of claim 13, wherein the aggregate is at least one of silica, quartz, crushed round marble, glass spheres, granite, limestone, calcite, feldspar, alluvial sands, heavy weight aggregate, light weight aggregate, metallic particles, and sand.
17. The composition of claim 13, wherein the pozzolan is at least one of natural pozzolan, fly ash, silica fume, calcined clay, and blast furnace slag.
18. A method of making a cementitious composition comprising mixing the composition of claim 5 containing cementitibus material with water.
19. The method of claim 18 wherein the amount of polycarboxylate dispersant is about 0.01% to about 5% and the amount of naphthalene dispersant is about 0.01% to about 5% based on the total dry weight of cementitious material.
20. The method of claim 18 wherein the amount of polycarboxylate dispersant is about 0.1% to about 2% and the amount of naphthalene dispersant is about 0.1% to about 2% based on the dry weight of cementitious material.
21. The method of claim 18, wherein the hydraulic cement is selected from the group consisting of portland cement, masonry cement, alumina cement, refractory cement, magnesia cement, calcium sulfate hemi-hydrate cement, calcium sulfoaluminate cement, and mixtures thereof.
22. The method of claim 18 further comprising adding a cement admixture or additive to the cementitious composition that is selected from the group consisting of set accelerators, set retarders, air-entraining or air detraining agents, corrosion inhibitors, pigments, wetting agents, water soluble polymers, rheology modifying agents, water repellents, fibers, dampproofing admixtures, gas formers, permeability reducers, pumping aids, fungicidal admixtures, germicidal admixtures, insecticidal admixtures, finely divided mineral admixtures, alkali-reactivity reducer, bonding admixtures, strength enhancing agents, shrinkage reducing agents, aggregates, pozzolans and mixtures thereof.
23. The method of claim 22, wherein the set accelerator comprises at least one of:
a) a nitrate salt of an alkali metal, alkaline earth metal, or aluminum;
b) a nitrite salt of an alkali metal, alkaline earth metal, or aluminum;
c) a thiocyanate of an alkali metal, alkaline earth metal or aluminum;
d) an alkanolamine;
e) a thiosulphate of an alkali metal, alkaline earth metal, or aluminum;
f) a hydroxide of an alkali metal, alkaline earth metal, or aluminum;
g) a carboxylic acid salt of an alkali metal, alkaline earth metal, or aluminum;
h) a polyhydroxylalkylamine; or
i) a halide salt of an alkali metal or alkaline earth metal.
24. The method of claim 22 wherein the set retarder is selected from the group consisting of an oxy-boron compound, lignin, a polyphosphonic acid, a carboxylic acid, a hydroxycarboxylic acid, polycarboxylic acid, hydroxylated carboxylic acid, fumaric, itaconic, malonic, borax, gluconic, and tartaric acid, lignosulfonates, ascorbic acid, isoascorbic acid, sulphonic acid-acrylic acid copolymer, and their corresponding salts, polyhydroxysilane, polyacrylamide, carbohydrates and mixtures thereof.
25. The method of claim 22, wherein the aggregate is at least one of silica, quartz, crushed round marble, glass spheres, granite, limestone, calcite, feldspar, alluvial sands, heavy weight aggregate, light weight aggregate, metallic particles, and sand.
26. The method of claim 22, wherein the pozzolan is at least one of natural pozzolan, fly ash, silica fume, calcined clay, and blast furnace slag.
27. The method of claim 18 wherein the naphthalene dispersant is at least one of naphthalene sulfonate formaldehyde condensate, beta naphthalene sulfonates, or sodium naphthalene sulfate formaldehyde condensate resins.
28. The method of claim 18 wherein the composition further comprises an unaffected non-polycarboxylate dispersant from the group consisting of at least one of melamine formaldehyde condensate resins, salts of melamine formaldehyde condensate resins, carboxylic acids, salts of carboxylic acids, calcium lignosulfonates, and mixtures thereof.
29. The method of claim 18 wherein the composition further comprises at least one oligomeric dispersant, wherein the oligomeric dispersant is a reaction product of component A, optionally component B, and component C;
wherein each component A is independently a nonpolymeric, multi-functional moiety or combination of mono or multifunctional moieties that adsorbs onto a cementitious particle, and contains at least one residue derived from a first component selected from the group consisting of phosphates, phosphonates, phosphinates, hypophosphites, sulfates, sulfonates, sulfinates, alkyl trialkoxy silanes, alkyl triacyloxy silanes, alkyl triaryloxy silanes, borates, boronates, boroxines, phosphoramides, amines, amides, quaternary ammonium groups, carboxylic acids, carboxylic acid esters, alcohols, carbohydrates, phosphate esters of sugars, borate esters of sugars, sulfate esters of sugars, salts of any of the preceding moieties, and mixtures thereof;
wherein component B is an optional moiety, where if present, each component B is independently a nonpolymeric moiety that is disposed between the component A moiety and the component C moiety, and is derived from a second component selected from the group consisting of linear saturated hydrocarbons, linear unsaturated hydrocarbons, saturated branched hydrocarbons, unsaturated branched hydrocarbons, alicyclic hydrocarbons, heterocyclic hydrocarbons, aryl, phosphoester, nitrogen containing compounds, and mixtures thereof; and
wherein component C is at least one moiety that is a linear or branched water soluble, nonionic polymer substantially non-adsorbing to cement particles, and is selected from the group consisting of poly(oxyalkylene glycol), poly(oxyalkylene amine), poly(oxyalkylene diamine), monoalkoxy poly(oxyalkylene amine), monoaryloxy poly(oxyalkylene amine), monoalkoxy poly(oxyalkylene glycol), monoaryloxy poly(oxyalkylene glycol), poly(vinyl pyrrolidones), poly(methyl vinyl ethers), poly(ethylene imines), poly(acrylamides), polyoxazoles, and mixtures thereof.
30. A method of making a cementitious composition comprising mixing the composition of claim 12 containing cementitious material with water.
31. The method of claim 30 wherein the amount of polycarboxylate dispersant is about 0.01% to about 5% and the amount of naphthalene dispersant is about 0.01% to about 5% based on the total dry weight of cementitious material.
32. The method of claim 30 wherein the amount of polycarboxylate dispersant is about 0.1% to about 2% and the amount of naphthalene dispersant is about 0.1% to about 2% based on the dry weight of cementitious material.
33. The method of claim 30, wherein the hydraulic cement is selected from the group consisting of portland cement, masonry cement, alumina cement, refractory cement, magnesia cement, calcium sulfate hemi-hydrate cement, calcium sulfoaluminate cement, and mixtures thereof.
34. The method of claim 30 further comprising adding a cement admixture or additive to the cementitious composition that is selected from the group consisting of set accelerators, set retarders, air-entraining or air detraining agents, corrosion inhibitors, pigments, wetting agents, water soluble polymers, rheology modifying agents, water repellents, fibers, dampproofing admixtures, gas formers, permeability reducers, pumping aids, fungicidal admixtures, germicidal admixtures, insecticidal admixtures, finely divided mineral admixtures, alkali-reactivity reducer, bonding admixtures, strength enhancing agents, shrinkage reducing agents, aggregates, pozzolans and mixtures thereof.
35. The method of claim 34, wherein the set accelerator comprises at least one of:
a) a nitrate salt of an alkali metal, alkaline earth metal, or aluminum;
b) a nitrite salt of an alkali metal, alkaline earth metal, or aluminum;
c) a thiocyanate of an alkali metal, alkaline earth metal or aluminum;
d) an alkanolamine;
e) a thiosulphate of an alkali metal, alkaline earth metal, or aluminum;
f) a hydroxide of an alkali metal, alkaline earth metal, or aluminum;
g) a carboxylic acid salt of an alkali metal, alkaline earth metal, or aluminum;
h) a polyhydroxylalkylamine; or
i) a halide salt of an alkali metal or alkaline earth metal.
36. The method of claim 34 wherein the set retarder is selected from the group consisting of an oxy-boron compound, lignin, a polyphosphonic acid, a carboxylic acid, a hydroxycarboxylic acid, polycarboxylic acid, hydroxylated carboxylic acid, fumaric, itaconic, malonic, borax, gluconic, and tartaric acid, lignosulfonates, ascorbic acid, isoascorbic acid, sulphonic acid-acrylic acid copolymer, and their corresponding salts, polyhydroxysilane, polyacrylamide, carbohydrates and mixtures thereof.
37. The method of claim 34, wherein the aggregate is at least one of silica, quartz, crushed round marble, glass spheres, granite, limestone, calcite, feldspar, alluvial sands, and sand.
38. The method of claim 34, wherein the pozzolan is at least one of natural pozzolan, fly ash, silica fume, calcined clay, and blast furnace slag.
39. The method of claim 30 wherein the naphthalene dispersant is at least one of naphthalene sulfonate formaldehyde condensate, beta naphthalene sulfonates, or sodium naphthalene sulfate formaldehyde condensate resins.
40. The method of claim 30 wherein the composition further comprises an unaffected non-polycarboxylate dispersant from the group consisting of at least one of melamine formaldehyde condensate resins, salts of melamine formaldehyde condensate resins, carboxylic acids, salts of carboxylic acids, calcium lignosulfonates, and mixtures thereof.
41. The method of claim 30 wherein the composition further comprises at least one oligomeric dispersant, wherein the oligomeric dispersant is a reaction product of component A, optionally component B, and component C;
wherein each component A is independently a nonpolymeric, multi-functional moiety or combination of mono or multifunctional moieties that adsorbs onto a cementitious particle, and contains at least one residue derived from a first component selected from the group consisting of phosphates, phosphonates, phosphinates, hypophosphites, sulfates, sulfonates, sulfinates, alkyl trialkoxy silanes, alkyl triacyloxy silanes, alkyl triaryloxy silanes, borates, boronates, boroxines, phosphoramides, amines, amides, quaternary ammonium groups, carboxylic acids, carboxylic acid esters, alcohols, carbohydrates, phosphate esters of sugars, borate esters of sugars, sulfate esters of sugars, salts of any of the preceding moieties, and mixtures thereof;
wherein component B is an optional moiety, where if present, each component B is independently a nonpolymeric moiety that is disposed between the component A moiety and the component C moiety, and is derived from a second component selected from the group consisting of linear saturated hydrocarbons, linear unsaturated hydrocarbons, saturated branched hydrocarbons, unsaturated branched hydrocarbons, alicyclic hydrocarbons, heterocyclic hydrocarbons, aryl, phosphoester, nitrogen containing compounds, and mixtures thereof; and
wherein component C is at least one moiety that is a linear or branched water soluble, nonionic polymer substantially non-adsorbing to cement particles, and is selected from the group consisting of poly(oxyalkylene glycol), poly(oxyalkylene amine), poly(oxyalkylene diamine), monoalkoxy poly(oxyalkylene amine), monoaryloxy poly(oxyalkylene amine), monoalkoxy poly(oxyalkylene glycol), monoaryloxy poly(oxyalkylene glycol), poly(vinyl pyrrolidones), poly(methyl vinyl ethers), poly(ethylene imines), poly(acrylamides), polyoxazoles, and mixtures thereof.
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Cited By (67)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060047025A1 (en) * 2004-06-29 2006-03-02 Matthew Piazza Viscous materials and method for producing
US20060230987A1 (en) * 2004-11-25 2006-10-19 Sika Technology Ag Surface-deactivating composition for concrete or mortar comprising a nonionic surfactant
EP1731491A1 (en) * 2005-06-10 2006-12-13 Lafarge Fast binder compositions for concrete bodies and parts, containing a calcium salt
US20060280899A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company Method of making a gypsum slurry with modifiers and dispersants
US20060278128A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company Effective use of dispersants in wallboard containing foam
US20060280970A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company High strength flooring compositions
US20060278130A1 (en) * 2005-06-14 2006-12-14 Qingxia Liu Gypsum products utilizing a two-repeating unit dispersant and a method for making them
US20060281837A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company Fast drying gypsum products
US20060280898A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company Modifiers for gypsum slurries and method of using them
US20070256604A1 (en) * 2004-09-09 2007-11-08 Gcc Technology And Processes S.A. Mortar Compositions with Base on Ultra-Fine Clinker, Refined Sand and Chemical Additives
US20080000392A1 (en) * 2005-06-14 2008-01-03 Blackburn David R Foamed slurry and building panel made therefrom
US20080009565A1 (en) * 2005-06-14 2008-01-10 Wittbold James R Foamed slurry and building panel made therefrom
US20080009566A1 (en) * 2005-06-14 2008-01-10 Blackburn David R Gypsum products utilizing a two-repeating unit dispersant and a method for making them
US7396402B2 (en) 2001-03-02 2008-07-08 James Hardie International Finance B.V. Coatings for building products and dewatering aid for use with same
US7419544B2 (en) 2001-03-02 2008-09-02 James Hardie International Finance B.V. Additive for dewaterable slurry and slurry incorporating same
US20080295741A1 (en) * 2005-10-14 2008-12-04 Jeknavorian Ara A Slump Retention in Cementitious Compositions
US7544242B2 (en) 2005-06-14 2009-06-09 United States Gypsum Company Effective use of dispersants in wallboard containing foam
WO2009111302A2 (en) 2008-03-03 2009-09-11 United States Gypsum Company Cement based armor panel system
WO2009111292A2 (en) 2008-03-03 2009-09-11 United States Gypsum Company Cement based laminated armor panels
WO2009111295A1 (en) 2008-03-03 2009-09-11 United States Gypsum Company A self-leveling cementitious composition with controlled rate of strength development and ultra-high compressive strength upon hardening and articles made from same
WO2009142791A2 (en) 2008-03-03 2009-11-26 United States Gypsum Company Process of manufacturing cement based armor panels
US7658794B2 (en) 2000-03-14 2010-02-09 James Hardie Technology Limited Fiber cement building materials with low density additives
US20100229715A1 (en) * 2008-03-03 2010-09-16 United States Gypsum Company Cement based armor panel system
US7993570B2 (en) 2002-10-07 2011-08-09 James Hardie Technology Limited Durable medium-density fibre cement composite
US7998571B2 (en) 2004-07-09 2011-08-16 James Hardie Technology Limited Composite cement article incorporating a powder coating and methods of making same
US8209927B2 (en) 2007-12-20 2012-07-03 James Hardie Technology Limited Structural fiber cement building materials
US8435930B2 (en) 2010-07-15 2013-05-07 Lafarge Low density cementitious compositions using lime kiln dust
EP2607331A1 (en) * 2011-12-20 2013-06-26 Sika Technology AG Admixture for filler materials
WO2013134456A1 (en) * 2012-03-09 2013-09-12 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US8858704B2 (en) 2010-07-15 2014-10-14 Lafarge Low density cementitious compositions using limestone
WO2015035280A1 (en) * 2013-09-09 2015-03-12 Halliburton Energy Services, Inc. Foaming of set-delayed cement compositions comprising pumice and hydrated lime
WO2015035281A1 (en) * 2013-09-09 2015-03-12 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
WO2015034531A1 (en) * 2013-09-09 2015-03-12 Halliburton Energy Services, Inc. Yielding of hydrated lime in set-delayed and other settable compositions
US8993462B2 (en) 2006-04-12 2015-03-31 James Hardie Technology Limited Surface sealed reinforced building element
WO2015085177A1 (en) * 2013-12-05 2015-06-11 Halliburton Energy Services, Inc. Use of synthetic smectite in set-delayed cement compositions comprising pumice
US20150175481A1 (en) * 2012-03-09 2015-06-25 Halliburton Energy Services, Inc. Set-Delayed Cement Compositions Comprising Pumice and Associated Methods
AU2014248364A1 (en) * 2013-03-31 2015-07-09 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
JP2015151290A (en) * 2014-02-13 2015-08-24 株式会社トクヤマエムテック mortar composition
US9212534B2 (en) 2012-03-09 2015-12-15 Halliburton Energy Services, Inc. Plugging and abandoning a well using a set-delayed cement composition comprising pumice
US9227872B2 (en) 2012-03-09 2016-01-05 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
US9255454B2 (en) 2012-03-09 2016-02-09 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US9255031B2 (en) 2012-03-09 2016-02-09 Halliburton Energy Services, Inc. Two-part set-delayed cement compositions
US9328281B2 (en) 2012-03-09 2016-05-03 Halliburton Energy Services, Inc. Foaming of set-delayed cement compositions comprising pumice and hydrated lime
US9328583B2 (en) 2012-03-09 2016-05-03 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
WO2016069289A1 (en) * 2014-10-31 2016-05-06 Rohm And Haas Company Two component synthetic water retention agent and rheology modifier for use in cements, mortars and plasters
US9371712B2 (en) 2012-03-09 2016-06-21 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
US9505972B2 (en) 2012-03-09 2016-11-29 Halliburton Energy Services, Inc. Lost circulation treatment fluids comprising pumice and associated methods
US9534165B2 (en) 2012-03-09 2017-01-03 Halliburton Energy Services, Inc. Settable compositions and methods of use
JP2017007928A (en) * 2015-03-31 2017-01-12 花王株式会社 Dispersant composition for hydraulic composition
US9580638B2 (en) 2012-03-09 2017-02-28 Halliburton Energy Services, Inc. Use of synthetic smectite in set-delayed cement compositions
US9732002B2 (en) 2014-03-09 2017-08-15 Sebastos Technologies Inc. Low-density high-strength concrete and related methods
US9790132B2 (en) 2012-03-09 2017-10-17 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
EP3115346A4 (en) * 2014-03-06 2017-11-22 San Nopco Korea Ltd. Cement dispersant, method for preparing same, and mortar·concrete admixture using same
US9856167B2 (en) 2012-03-09 2018-01-02 Halliburton Energy Services, Inc. Mitigation of contamination effects in set-delayed cement compositions comprising pumice and hydrated lime
EP3279230A1 (en) * 2016-08-03 2018-02-07 Sika Technology AG Polymer blends for epoxy resins compositions
US9988306B2 (en) 2013-09-09 2018-06-05 Halliburton Energy Services, Inc. Activation of set-delayed cement compositions by retarder exchange
JP2018111621A (en) * 2017-01-11 2018-07-19 株式会社日本触媒 Cement dispersion improving agent and cement composition
US10059628B2 (en) * 2016-10-04 2018-08-28 Romeo Ilarian Ciuperca Manufactured natural pozzolan, improved manufactured natural pozzolan-based cement and method of making and using same
US10082001B2 (en) 2012-03-09 2018-09-25 Halliburton Energy Services, Inc. Cement set activators for cement compositions and associated methods
US10195764B2 (en) 2012-03-09 2019-02-05 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
CN110358025A (en) * 2019-08-05 2019-10-22 科之杰新材料集团有限公司 A kind of hyperbranched reducing function monomer and hyperbranched shrinkage type polycarboxylate water-reducer and preparation method thereof
CN110467705A (en) * 2019-07-31 2019-11-19 科之杰新材料集团有限公司 A kind of shrinkage type polycarboxylate water-reducer and preparation method thereof
US10759701B1 (en) 2015-09-09 2020-09-01 Sebastos Technologies Inc. Low-density high-strength concrete and related methods
CN112456857A (en) * 2020-11-27 2021-03-09 姚小永 Environment-friendly concrete pumping agent and preparation method thereof
US11155498B2 (en) 2018-09-28 2021-10-26 Paul Sampson Cementitious composition with high bond strength to both asphalt and cement based materials
CN115286749A (en) * 2022-08-22 2022-11-04 上海抚佳精细化工有限公司 Polycarboxylic acid polymer and preparation method and application thereof
US12338621B2 (en) 2021-09-17 2025-06-24 United States Gypsum Company Structural load-bearing wall

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20110015306A1 (en) * 2009-07-15 2011-01-20 US Concrete, Inc. Cementitious compositions for decreasing the rate of water vapor emissions from concrete and methods for preparing and using the same
US9133058B2 (en) 2009-07-15 2015-09-15 U.S. Concrete, Inc. Cementitious compositions for decreasing the rate of water vapor emissions from concrete and methods for preparing and using the same
US8220344B2 (en) * 2009-07-15 2012-07-17 U.S. Concrete, Inc. Method for estimating properties of concrete
CA2879671A1 (en) 2012-07-20 2014-01-23 U.S. Concrete, Inc. Accelerated drying concrete compositions and methods of manufacturing thereof
PE20150932A1 (en) * 2012-09-19 2015-06-10 Solenis Technologies Cayman Lp PROCESS TO IMPROVE THE RHEOLOGICAL PROPERTIES OF AN AQUEOUS DISPERSION
US20140221534A1 (en) * 2013-02-07 2014-08-07 Jesse Osborne, JR. Tunneling annulus grout
US9682887B2 (en) 2014-09-10 2017-06-20 United States Gypsum Company Compositions and methods for reducing lime bucking in plaster products
US9850166B2 (en) 2015-02-03 2017-12-26 Construction Research & Technology, Gmbh Liquid coloring suspension and colored cementitious composition
EP3176140B1 (en) * 2015-12-01 2019-04-10 Imertech Refractory magnesia cement
CN108264620B (en) 2016-12-30 2020-06-26 江苏苏博特新材料股份有限公司 Phosphonic acid group block polymer, preparation method and application thereof
CN108821682A (en) * 2018-07-03 2018-11-16 中国建筑材料科学研究总院有限公司 A kind of low cost alternate resources high crack-resisting and its preparation method
CN109180054B (en) * 2018-09-12 2021-06-18 湖北工业大学 A kind of method for preparing glue reducing agent from sulfonated sugar compound
CN118459147B (en) * 2024-05-08 2025-02-18 济南大学 Anti-cracking water reducer suitable for alkali-activated cement and preparation process and application thereof

Citations (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4606770A (en) * 1984-11-13 1986-08-19 Sandoz Ltd. Additive for hydraulic cement mixes
US5085708A (en) * 1988-01-20 1992-02-04 Sandoz Ltd. Lignosulfonates, oxycarboxylates, polycarboxylates, and polyoxalklene, alkylaryl and alkyl ethers admixtures for ultra-dry mix concrete
US5158996A (en) * 1987-08-28 1992-10-27 Sandoz Ltd. Chemically treated anhydride copolymers and cementitious mixtures containing the copolymers
US5162402A (en) * 1990-11-06 1992-11-10 Sandoz Ltd. Slump retaining agent
US5176753A (en) * 1986-09-19 1993-01-05 Brook John W Concrete admixture compositions
US5350450A (en) * 1989-06-05 1994-09-27 Sandoz Ltd. Admixture for concrete mixes
US5358566A (en) * 1989-11-06 1994-10-25 Sandoz Ltd. Cement dispersing agent
US5393343A (en) * 1993-09-29 1995-02-28 W. R. Grace & Co.-Conn. Cement and cement composition having improved rheological properties
US5494516A (en) * 1992-07-22 1996-02-27 Sandoz Ltd. Workable cementitious compositions
US5573744A (en) * 1993-11-23 1996-11-12 Kerr-Mcgee Corporation Method for enhancing production of titanium dioxide
US5586183A (en) * 1994-08-09 1996-12-17 Lucent Technologies Inc. Extendable telephone handset with flexible electrical interconnection and matched impedance acoustical interface
US5612396A (en) * 1990-12-29 1997-03-18 Sandoz Ltd. Copolymers
US5633298A (en) * 1993-09-29 1997-05-27 W. R. Grace & Co.-Conn. Cement admixture product having improved rheological properties and process of forming same
US5661206A (en) * 1993-06-11 1997-08-26 Mbt Holding Ag Fluidity control of cementitious compositions
US5660626A (en) * 1995-01-31 1997-08-26 Ohta; Akira Cement dispersing agent
US5665158A (en) * 1995-07-24 1997-09-09 W. R. Grace & Co.-Conn. Cement admixture product
US5668195A (en) * 1993-12-21 1997-09-16 Mbt Holding Ag Fluidifying agents for cementitious compositions based random copolymers, compositions comprising the same, and methods for their use
US5674929A (en) * 1993-09-08 1997-10-07 Mbt Holding Ag Cementitious compositions for layered applications
US5685158A (en) * 1995-03-31 1997-11-11 General Electric Company Compressor rotor cooling system for a gas turbine
US5703174A (en) * 1995-06-21 1997-12-30 W. R. Grace & Co.-Conn. Air controlling superplasticizers
US5753744A (en) * 1995-02-27 1998-05-19 W.R. Grace & Co.-Conn. Cement and cement composition having improved rheological properties
US5798425A (en) * 1995-04-07 1998-08-25 Skw Trostberg Aktiengesellschaft Co-polymers based on oxyalkyleneglycol alkenyl ethers and unsaturated dicarboxylic acid derivatives
US5840114A (en) * 1995-06-21 1998-11-24 W. R. Grace & Co.-Conn. High early-strength-enhancing admixture for precast hydraulic cement and compositions containing same
US5912284A (en) * 1996-12-26 1999-06-15 Nippon Shokubai Co., Ltd. Cement additive, its production process and use
US6008275A (en) * 1997-05-15 1999-12-28 Mbt Holding Ag Cementitious mixture containing high pozzolan cement replacement and compatabilizing admixtures therefor
US6027561A (en) * 1999-04-12 2000-02-22 Engelhard Corporation Cement-based compositions
US6211317B1 (en) * 1997-08-01 2001-04-03 Swk Bauchemie Gmbh Copolymers based on unsaturated dicarboxylic acid derivatives and oxyalkylene glycol alkenyl ethers
US6267814B1 (en) * 1998-08-14 2001-07-31 Mbt Holding Ag Cementitious dry cast mixture
US6284867B1 (en) * 1997-09-23 2001-09-04 Mbt Holding Ag Highly efficient cement dispersants
US6290770B1 (en) * 1998-08-14 2001-09-18 Mbt Holding Ag Cementitious mixture containing high pozzolan cement replacement and compatabilizing admixtures therefor
US6310143B1 (en) * 1998-12-16 2001-10-30 Mbt Holding Ag Derivatized polycarboxylate dispersants
US6352952B1 (en) * 1997-06-25 2002-03-05 W. R. Grace & Co. - Conn. Admixture and method for optimizing addition of EO/PO superplasticizer to concrete containing smectite clay-containing aggregates

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2148291A1 (en) 1995-05-01 1996-11-02 Yoshikazu Minomiya Water-reducing admixtures for cementitious compositions
MY114306A (en) 1995-07-13 2002-09-30 Mbt Holding Ag Cement dispersant method for production thereof and cement composition using dispersant
GB9607570D0 (en) 1996-04-12 1996-06-12 Sandoz Ltd Improvements in or relating to organic compounds
DE19848248C2 (en) 1998-10-20 2001-08-30 Dyckerhoff Ag Thin-walled component made of hydraulically hardened cement stone material and process for its production
KR100325086B1 (en) 1999-07-22 2002-03-02 강형남 Grouting for reinforcing bar connection of a concrete
DE19954642B4 (en) 1999-11-13 2005-01-13 Pci Augsburg Gmbh Aqueous, one-component bitumen formulation, process for its preparation and its use

Patent Citations (37)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4606770A (en) * 1984-11-13 1986-08-19 Sandoz Ltd. Additive for hydraulic cement mixes
US5176753A (en) * 1986-09-19 1993-01-05 Brook John W Concrete admixture compositions
US5158996A (en) * 1987-08-28 1992-10-27 Sandoz Ltd. Chemically treated anhydride copolymers and cementitious mixtures containing the copolymers
US5085708A (en) * 1988-01-20 1992-02-04 Sandoz Ltd. Lignosulfonates, oxycarboxylates, polycarboxylates, and polyoxalklene, alkylaryl and alkyl ethers admixtures for ultra-dry mix concrete
US5350450A (en) * 1989-06-05 1994-09-27 Sandoz Ltd. Admixture for concrete mixes
US5358566A (en) * 1989-11-06 1994-10-25 Sandoz Ltd. Cement dispersing agent
US5162402A (en) * 1990-11-06 1992-11-10 Sandoz Ltd. Slump retaining agent
US5612396A (en) * 1990-12-29 1997-03-18 Sandoz Ltd. Copolymers
US5609681A (en) * 1992-07-22 1997-03-11 Sandoz Ltd. Workable cementitious compositions
US5494516A (en) * 1992-07-22 1996-02-27 Sandoz Ltd. Workable cementitious compositions
US5661206A (en) * 1993-06-11 1997-08-26 Mbt Holding Ag Fluidity control of cementitious compositions
US5674929A (en) * 1993-09-08 1997-10-07 Mbt Holding Ag Cementitious compositions for layered applications
US5583183A (en) * 1993-09-29 1996-12-10 W. R. Grace & Co.-Conn. Cement and cement composition having improved rheological properties
US5633298A (en) * 1993-09-29 1997-05-27 W. R. Grace & Co.-Conn. Cement admixture product having improved rheological properties and process of forming same
US5643978A (en) * 1993-09-29 1997-07-01 W. R. Grace & Co.-Conn. Cement admixture product having improved rheological properties and process of forming same
US5728207A (en) * 1993-09-29 1998-03-17 W.R. Grace & Co.-Conn. Cement admixture product having improved rheological properties and process of forming same
US5393343A (en) * 1993-09-29 1995-02-28 W. R. Grace & Co.-Conn. Cement and cement composition having improved rheological properties
US5573744A (en) * 1993-11-23 1996-11-12 Kerr-Mcgee Corporation Method for enhancing production of titanium dioxide
US5668195A (en) * 1993-12-21 1997-09-16 Mbt Holding Ag Fluidifying agents for cementitious compositions based random copolymers, compositions comprising the same, and methods for their use
US5586183A (en) * 1994-08-09 1996-12-17 Lucent Technologies Inc. Extendable telephone handset with flexible electrical interconnection and matched impedance acoustical interface
US5660626A (en) * 1995-01-31 1997-08-26 Ohta; Akira Cement dispersing agent
US5753744A (en) * 1995-02-27 1998-05-19 W.R. Grace & Co.-Conn. Cement and cement composition having improved rheological properties
US5685158A (en) * 1995-03-31 1997-11-11 General Electric Company Compressor rotor cooling system for a gas turbine
US5798425A (en) * 1995-04-07 1998-08-25 Skw Trostberg Aktiengesellschaft Co-polymers based on oxyalkyleneglycol alkenyl ethers and unsaturated dicarboxylic acid derivatives
US5840114A (en) * 1995-06-21 1998-11-24 W. R. Grace & Co.-Conn. High early-strength-enhancing admixture for precast hydraulic cement and compositions containing same
US5703174A (en) * 1995-06-21 1997-12-30 W. R. Grace & Co.-Conn. Air controlling superplasticizers
US5725657A (en) * 1995-07-24 1998-03-10 Darwin; David Charles Cement admixture product
US5665158A (en) * 1995-07-24 1997-09-09 W. R. Grace & Co.-Conn. Cement admixture product
US5912284A (en) * 1996-12-26 1999-06-15 Nippon Shokubai Co., Ltd. Cement additive, its production process and use
US6008275A (en) * 1997-05-15 1999-12-28 Mbt Holding Ag Cementitious mixture containing high pozzolan cement replacement and compatabilizing admixtures therefor
US6352952B1 (en) * 1997-06-25 2002-03-05 W. R. Grace & Co. - Conn. Admixture and method for optimizing addition of EO/PO superplasticizer to concrete containing smectite clay-containing aggregates
US6211317B1 (en) * 1997-08-01 2001-04-03 Swk Bauchemie Gmbh Copolymers based on unsaturated dicarboxylic acid derivatives and oxyalkylene glycol alkenyl ethers
US6284867B1 (en) * 1997-09-23 2001-09-04 Mbt Holding Ag Highly efficient cement dispersants
US6267814B1 (en) * 1998-08-14 2001-07-31 Mbt Holding Ag Cementitious dry cast mixture
US6290770B1 (en) * 1998-08-14 2001-09-18 Mbt Holding Ag Cementitious mixture containing high pozzolan cement replacement and compatabilizing admixtures therefor
US6310143B1 (en) * 1998-12-16 2001-10-30 Mbt Holding Ag Derivatized polycarboxylate dispersants
US6027561A (en) * 1999-04-12 2000-02-22 Engelhard Corporation Cement-based compositions

Cited By (134)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7727329B2 (en) 2000-03-14 2010-06-01 James Hardie Technology Limited Fiber cement building materials with low density additives
US8603239B2 (en) 2000-03-14 2013-12-10 James Hardie Technology Limited Fiber cement building materials with low density additives
US8182606B2 (en) 2000-03-14 2012-05-22 James Hardie Technology Limited Fiber cement building materials with low density additives
US7658794B2 (en) 2000-03-14 2010-02-09 James Hardie Technology Limited Fiber cement building materials with low density additives
US7704316B2 (en) 2001-03-02 2010-04-27 James Hardie Technology Limited Coatings for building products and methods of making same
US7396402B2 (en) 2001-03-02 2008-07-08 James Hardie International Finance B.V. Coatings for building products and dewatering aid for use with same
US7419544B2 (en) 2001-03-02 2008-09-02 James Hardie International Finance B.V. Additive for dewaterable slurry and slurry incorporating same
US7993570B2 (en) 2002-10-07 2011-08-09 James Hardie Technology Limited Durable medium-density fibre cement composite
US20060047025A1 (en) * 2004-06-29 2006-03-02 Matthew Piazza Viscous materials and method for producing
US7998571B2 (en) 2004-07-09 2011-08-16 James Hardie Technology Limited Composite cement article incorporating a powder coating and methods of making same
US7867333B2 (en) * 2004-09-09 2011-01-11 Gcc Technology And Processes S.A. Mortar compositions with base on ultra-fine clinker, refined sand and chemical additives
US20070256604A1 (en) * 2004-09-09 2007-11-08 Gcc Technology And Processes S.A. Mortar Compositions with Base on Ultra-Fine Clinker, Refined Sand and Chemical Additives
US20060230987A1 (en) * 2004-11-25 2006-10-19 Sika Technology Ag Surface-deactivating composition for concrete or mortar comprising a nonionic surfactant
EP1893548A2 (en) * 2005-06-10 2008-03-05 Lafarge Fast binder compositions for concrete parts and works containing a calcium salt
EP1731491A1 (en) * 2005-06-10 2006-12-13 Lafarge Fast binder compositions for concrete bodies and parts, containing a calcium salt
US20100011994A1 (en) * 2005-06-14 2010-01-21 Blackburn David R Gypsum products utilizing a two-repeating unit dispersant and a method for making them
US7776461B2 (en) 2005-06-14 2010-08-17 United States Gypsum Company Gypsum products utilizing a two-repeating unit dispersant and a method for making them
US20080009565A1 (en) * 2005-06-14 2008-01-10 Wittbold James R Foamed slurry and building panel made therefrom
US20060280899A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company Method of making a gypsum slurry with modifiers and dispersants
US7504165B2 (en) 2005-06-14 2009-03-17 United States Gypsum Company High strength flooring compositions
US7544242B2 (en) 2005-06-14 2009-06-09 United States Gypsum Company Effective use of dispersants in wallboard containing foam
US7572329B2 (en) 2005-06-14 2009-08-11 United States Gypsum Company Method of making a gypsum slurry with modifiers and dispersants
US7572328B2 (en) * 2005-06-14 2009-08-11 United States Gypsum Company Fast drying gypsum products
US20060278128A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company Effective use of dispersants in wallboard containing foam
US20060280970A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company High strength flooring compositions
US8142915B2 (en) 2005-06-14 2012-03-27 United States Gypsum Company Foamed slurry and building panel made therefrom
US8088218B2 (en) 2005-06-14 2012-01-03 United States Gypsum Company Foamed slurry and building panel made therefrom
US7608347B2 (en) 2005-06-14 2009-10-27 United States Gypsum Company Modifiers for gypsum slurries and method of using them
US20090292045A1 (en) * 2005-06-14 2009-11-26 Lettkeman Dennis M Modifiers for gypsum slurries and method of using them
US20060278130A1 (en) * 2005-06-14 2006-12-14 Qingxia Liu Gypsum products utilizing a two-repeating unit dispersant and a method for making them
US7637996B2 (en) * 2005-06-14 2009-12-29 United States Gypsum Company Gypsum products utilizing a two-repeating unit dispersant and a method for making them
US20060278127A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company Gypsum products utilizing a two-repeating unit dispersant and a method for making them
US20080000392A1 (en) * 2005-06-14 2008-01-03 Blackburn David R Foamed slurry and building panel made therefrom
US20100056655A1 (en) * 2005-06-14 2010-03-04 Qingxia Liu Gypsum products utilizing a two-repeating unit dispersant and a method of making them
US20060280898A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company Modifiers for gypsum slurries and method of using them
US20060278135A1 (en) * 2005-06-14 2006-12-14 Qingxia Liu Method of making a gypsum slurry with modifiers and dispersants
US7767019B2 (en) * 2005-06-14 2010-08-03 United States Gypsum Company Gypsum products utilizing a two-repeating unit dispersant and a method for making them
US7776462B2 (en) 2005-06-14 2010-08-17 United States Gypsum Company Gypsum products utilizing a two-repeating unit dispersant and a method of making them
US20080009566A1 (en) * 2005-06-14 2008-01-10 Blackburn David R Gypsum products utilizing a two-repeating unit dispersant and a method for making them
US7932308B2 (en) 2005-06-14 2011-04-26 United States Gypsum Company Modifiers for gypsum slurries and method of using them
US20060281837A1 (en) * 2005-06-14 2006-12-14 United States Gypsum Company Fast drying gypsum products
US7875114B2 (en) 2005-06-14 2011-01-25 United States Gypsum Company Foamed slurry and building panel made therefrom
US8070875B2 (en) 2005-10-14 2011-12-06 W.R. Grace & Co.-Conn. Slump retention in cementitious compositions
US20080295741A1 (en) * 2005-10-14 2008-12-04 Jeknavorian Ara A Slump Retention in Cementitious Compositions
US8993462B2 (en) 2006-04-12 2015-03-31 James Hardie Technology Limited Surface sealed reinforced building element
US8209927B2 (en) 2007-12-20 2012-07-03 James Hardie Technology Limited Structural fiber cement building materials
US8137490B2 (en) 2008-03-03 2012-03-20 United States Gypsum Company Process of manufacturing cement based armor panels
US8030377B2 (en) 2008-03-03 2011-10-04 United States Gypsum Company Self-leveling cementitious composition with controlled rate of strength development and ultra-high compressive strength upon hardening and articles made from same
US8062741B2 (en) 2008-03-03 2011-11-22 U.S. Gypsum Company Cement based laminated armor panels
US20090239977A1 (en) * 2008-03-03 2009-09-24 United States Government As Represented By The Secretary Of The Army Self-leveling cementitious composition with controlled rate of strength development and ultra-high compressive strength upon hardening and articles made from same
US20100229715A1 (en) * 2008-03-03 2010-09-16 United States Gypsum Company Cement based armor panel system
WO2009111295A1 (en) 2008-03-03 2009-09-11 United States Gypsum Company A self-leveling cementitious composition with controlled rate of strength development and ultra-high compressive strength upon hardening and articles made from same
WO2009111292A2 (en) 2008-03-03 2009-09-11 United States Gypsum Company Cement based laminated armor panels
US8061257B2 (en) 2008-03-03 2011-11-22 United States Gypsum Company Cement based armor panel system
WO2009142791A2 (en) 2008-03-03 2009-11-26 United States Gypsum Company Process of manufacturing cement based armor panels
WO2009111302A2 (en) 2008-03-03 2009-09-11 United States Gypsum Company Cement based armor panel system
US8435930B2 (en) 2010-07-15 2013-05-07 Lafarge Low density cementitious compositions using lime kiln dust
US8858704B2 (en) 2010-07-15 2014-10-14 Lafarge Low density cementitious compositions using limestone
WO2013092761A1 (en) * 2011-12-20 2013-06-27 Sika Technology Ag Admixture for filler materials
EP2607331A1 (en) * 2011-12-20 2013-06-26 Sika Technology AG Admixture for filler materials
US9920235B2 (en) 2012-03-09 2018-03-20 Halliburton Energy Services Inc. Cement set activators for set-delayed cement compositions and associated methods
US9328583B2 (en) 2012-03-09 2016-05-03 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US10626057B2 (en) 2012-03-09 2020-04-21 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US10544649B2 (en) 2012-03-09 2020-01-28 Halliburton Energy Services, Inc. Cement set activators for cement compositions and associated methods
US8851173B2 (en) 2012-03-09 2014-10-07 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US10221095B2 (en) 2012-03-09 2019-03-05 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US20150175481A1 (en) * 2012-03-09 2015-06-25 Halliburton Energy Services, Inc. Set-Delayed Cement Compositions Comprising Pumice and Associated Methods
US9828541B2 (en) 2012-03-09 2017-11-28 Halliburton Energy Services, Inc. Foaming of set-delayed cement compositions comprising pumice and hydrated lime
US10202751B2 (en) * 2012-03-09 2019-02-12 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US9212534B2 (en) 2012-03-09 2015-12-15 Halliburton Energy Services, Inc. Plugging and abandoning a well using a set-delayed cement composition comprising pumice
US9227872B2 (en) 2012-03-09 2016-01-05 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
US9255454B2 (en) 2012-03-09 2016-02-09 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US9255031B2 (en) 2012-03-09 2016-02-09 Halliburton Energy Services, Inc. Two-part set-delayed cement compositions
US9260343B2 (en) 2012-03-09 2016-02-16 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US9328281B2 (en) 2012-03-09 2016-05-03 Halliburton Energy Services, Inc. Foaming of set-delayed cement compositions comprising pumice and hydrated lime
US9856167B2 (en) 2012-03-09 2018-01-02 Halliburton Energy Services, Inc. Mitigation of contamination effects in set-delayed cement compositions comprising pumice and hydrated lime
US10195764B2 (en) 2012-03-09 2019-02-05 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US9371712B2 (en) 2012-03-09 2016-06-21 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
US10087358B2 (en) 2012-03-09 2018-10-02 Halliburton Energy Services, Inc. Use of synthetic smectite in set-delayed cement compositions comprising pumice
US9856169B2 (en) 2012-03-09 2018-01-02 Halliburton Energy Services, Inc. Lost circulation compositions comprising pumice and associated methods
US10082001B2 (en) 2012-03-09 2018-09-25 Halliburton Energy Services, Inc. Cement set activators for cement compositions and associated methods
WO2013134456A1 (en) * 2012-03-09 2013-09-12 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US9909051B2 (en) 2012-03-09 2018-03-06 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
US9505972B2 (en) 2012-03-09 2016-11-29 Halliburton Energy Services, Inc. Lost circulation treatment fluids comprising pumice and associated methods
US9534165B2 (en) 2012-03-09 2017-01-03 Halliburton Energy Services, Inc. Settable compositions and methods of use
US9903177B2 (en) 2012-03-09 2018-02-27 Halliburton Energy Services, Inc. Settable compositions and methods of use
US9580638B2 (en) 2012-03-09 2017-02-28 Halliburton Energy Services, Inc. Use of synthetic smectite in set-delayed cement compositions
US9878949B2 (en) 2012-03-09 2018-01-30 Hallliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
US9790132B2 (en) 2012-03-09 2017-10-17 Halliburton Energy Services, Inc. Set-delayed cement compositions comprising pumice and associated methods
AU2014248364B2 (en) * 2013-03-31 2016-06-30 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
AU2014248364A1 (en) * 2013-03-31 2015-07-09 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
GB2533704A (en) * 2013-09-09 2016-06-29 Halliburton Energy Services Inc Yielding of hydrated lime in set-delayed and other settable compositions
WO2015035280A1 (en) * 2013-09-09 2015-03-12 Halliburton Energy Services, Inc. Foaming of set-delayed cement compositions comprising pumice and hydrated lime
US9869155B2 (en) 2013-09-09 2018-01-16 Halliburton Energy Services, Inc. Yielding of hydrated lime in set-delayed and other settable compositions
WO2015034531A1 (en) * 2013-09-09 2015-03-12 Halliburton Energy Services, Inc. Yielding of hydrated lime in set-delayed and other settable compositions
GB2534036A (en) * 2013-09-09 2016-07-13 Halliburton Energy Services Inc Cement set activators for set-delayed cement compositions and associated methods
GB2534036B (en) * 2013-09-09 2021-02-17 Halliburton Energy Services Inc Cement set activators for set-delayed cement compositions and associated methods
GB2533704B (en) * 2013-09-09 2021-02-10 Halliburton Energy Services Inc Yielding of hydrated lime in set-delayed and other settable compositions
WO2015035281A1 (en) * 2013-09-09 2015-03-12 Halliburton Energy Services, Inc. Cement set activators for set-delayed cement compositions and associated methods
GB2535857A (en) * 2013-09-09 2016-08-31 Halliburton Energy Services Inc Foaming of set-delayed cement compositions comprising pumice and hydrated lime
RU2655669C2 (en) * 2013-09-09 2018-05-29 Хэллибертон Энерджи Сервисиз, Инк. Foaming of set-delayed cement compositions comprising pumice and hydrated lime
US9988306B2 (en) 2013-09-09 2018-06-05 Halliburton Energy Services, Inc. Activation of set-delayed cement compositions by retarder exchange
GB2535857B (en) * 2013-09-09 2020-06-24 Halliburton Energy Services Inc Foaming of set-delayed cement compositions comprising pumice and hydrated lime
AU2016222404B2 (en) * 2013-09-09 2018-07-05 Halliburton Energy Services, Inc. Foaming of set-delayed cement compositions comprising pumice and hydrated lime
GB2536368A (en) * 2013-12-05 2016-09-14 Halliburton Energy Services Inc Use of synthetic smectite in set-delayed cement compositions comprising pumice
GB2536368B (en) * 2013-12-05 2021-05-12 Halliburton Energy Services Inc Use of synthetic smectite in set-delayed cement compositions comprising pumice
WO2015085177A1 (en) * 2013-12-05 2015-06-11 Halliburton Energy Services, Inc. Use of synthetic smectite in set-delayed cement compositions comprising pumice
JP2015151290A (en) * 2014-02-13 2015-08-24 株式会社トクヤマエムテック mortar composition
EP3115346A4 (en) * 2014-03-06 2017-11-22 San Nopco Korea Ltd. Cement dispersant, method for preparing same, and mortar·concrete admixture using same
US10239790B2 (en) 2014-03-09 2019-03-26 Sebastos Technologies Inc. Low-density high-strength concrete and related methods
US10556830B2 (en) 2014-03-09 2020-02-11 Sebastos Technologies Inc. Low-density high-strength concrete and related methods
US9732002B2 (en) 2014-03-09 2017-08-15 Sebastos Technologies Inc. Low-density high-strength concrete and related methods
US10377669B2 (en) 2014-03-09 2019-08-13 Sebastos Technologies Inc. Low-density high-strength concrete and related methods
US10005694B2 (en) 2014-10-31 2018-06-26 Rohm And Haas Company Two component synthetic water retention agent and rheology modifier for use in cements, mortars and plasters
WO2016069289A1 (en) * 2014-10-31 2016-05-06 Rohm And Haas Company Two component synthetic water retention agent and rheology modifier for use in cements, mortars and plasters
JP2017007928A (en) * 2015-03-31 2017-01-12 花王株式会社 Dispersant composition for hydraulic composition
US10322968B2 (en) 2015-03-31 2019-06-18 Kao Corporation Dispersant composition for hydraulic composition
EP3279170A4 (en) * 2015-03-31 2018-12-05 Kao Corporation Dispersant composition for hydraulic composition
US12312272B2 (en) 2015-09-09 2025-05-27 Sebastos Technologies, Inc. Low-density high-strength concrete and related methods
US10759701B1 (en) 2015-09-09 2020-09-01 Sebastos Technologies Inc. Low-density high-strength concrete and related methods
US11577998B2 (en) 2015-09-09 2023-02-14 Sebastos Technologies Inc. Low-density high-strength concrete and related methods
WO2018024599A1 (en) * 2016-08-03 2018-02-08 Sika Technology Ag Polymer blends for epoxy resins compositions
EP3279230A1 (en) * 2016-08-03 2018-02-07 Sika Technology AG Polymer blends for epoxy resins compositions
CN109476800A (en) * 2016-08-03 2019-03-15 Sika技术股份公司 Polymer blends for epoxy resin compositions
US10059628B2 (en) * 2016-10-04 2018-08-28 Romeo Ilarian Ciuperca Manufactured natural pozzolan, improved manufactured natural pozzolan-based cement and method of making and using same
US10633287B2 (en) 2016-10-04 2020-04-28 Romeo Ilarian Ciuperca Manufactured natural pozzolan, improved manufactured natural pozzolan-based cement and method of making and using same
JP2018111621A (en) * 2017-01-11 2018-07-19 株式会社日本触媒 Cement dispersion improving agent and cement composition
US11155498B2 (en) 2018-09-28 2021-10-26 Paul Sampson Cementitious composition with high bond strength to both asphalt and cement based materials
US11472741B2 (en) 2018-09-28 2022-10-18 Paul Sampson Cementitious composition with high bond strength to both asphalt and cement based materials
CN110467705A (en) * 2019-07-31 2019-11-19 科之杰新材料集团有限公司 A kind of shrinkage type polycarboxylate water-reducer and preparation method thereof
CN110358025A (en) * 2019-08-05 2019-10-22 科之杰新材料集团有限公司 A kind of hyperbranched reducing function monomer and hyperbranched shrinkage type polycarboxylate water-reducer and preparation method thereof
CN112456857A (en) * 2020-11-27 2021-03-09 姚小永 Environment-friendly concrete pumping agent and preparation method thereof
US12338621B2 (en) 2021-09-17 2025-06-24 United States Gypsum Company Structural load-bearing wall
CN115286749A (en) * 2022-08-22 2022-11-04 上海抚佳精细化工有限公司 Polycarboxylic acid polymer and preparation method and application thereof

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US20100197833A1 (en) 2010-08-05
CA2427897C (en) 2012-08-14
MXPA03004020A (en) 2005-02-17
US20080171813A1 (en) 2008-07-17
CA2427897A1 (en) 2004-10-25

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