CA2439508A1 - Additive for dewaterable slurry - Google Patents
Additive for dewaterable slurry Download PDFInfo
- Publication number
- CA2439508A1 CA2439508A1 CA 2439508 CA2439508A CA2439508A1 CA 2439508 A1 CA2439508 A1 CA 2439508A1 CA 2439508 CA2439508 CA 2439508 CA 2439508 A CA2439508 A CA 2439508A CA 2439508 A1 CA2439508 A1 CA 2439508A1
- Authority
- CA
- Canada
- Prior art keywords
- fly ash
- cement
- cements
- weight
- alumina
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 239000002002 slurry Substances 0.000 title claims abstract description 39
- 239000000654 additive Substances 0.000 title claims abstract description 33
- 230000000996 additive effect Effects 0.000 title claims abstract description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 89
- 239000010881 fly ash Substances 0.000 claims abstract description 64
- 239000000463 material Substances 0.000 claims abstract description 31
- 239000002245 particle Substances 0.000 claims abstract description 31
- 239000004014 plasticizer Substances 0.000 claims abstract description 22
- 239000004568 cement Substances 0.000 claims description 70
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 36
- 238000000034 method Methods 0.000 claims description 25
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 23
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 22
- 239000011707 mineral Substances 0.000 claims description 22
- 239000000377 silicon dioxide Substances 0.000 claims description 10
- 230000000694 effects Effects 0.000 claims description 9
- 239000004615 ingredient Substances 0.000 claims description 9
- 239000000945 filler Substances 0.000 claims description 7
- 230000001603 reducing effect Effects 0.000 claims description 4
- 239000002893 slag Substances 0.000 claims description 4
- 239000011398 Portland cement Substances 0.000 claims description 3
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 3
- 230000000740 bleeding effect Effects 0.000 claims description 3
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 claims description 3
- 229910021653 sulphate ion Inorganic materials 0.000 claims description 3
- 229910052593 corundum Inorganic materials 0.000 claims 4
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 claims 4
- 229910001845 yogo sapphire Inorganic materials 0.000 claims 4
- 239000003795 chemical substances by application Substances 0.000 abstract description 8
- 239000000203 mixture Substances 0.000 description 57
- 239000003638 chemical reducing agent Substances 0.000 description 21
- 235000010755 mineral Nutrition 0.000 description 16
- 239000007787 solid Substances 0.000 description 13
- 238000007792 addition Methods 0.000 description 12
- 239000004816 latex Substances 0.000 description 10
- 229920000126 latex Polymers 0.000 description 10
- 229920002472 Starch Polymers 0.000 description 7
- 235000019698 starch Nutrition 0.000 description 7
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 6
- 229920002310 Welan gum Polymers 0.000 description 4
- 239000004567 concrete Substances 0.000 description 4
- CBYZIWCZNMOEAV-UHFFFAOYSA-N formaldehyde;naphthalene Chemical class O=C.C1=CC=CC2=CC=CC=C21 CBYZIWCZNMOEAV-UHFFFAOYSA-N 0.000 description 4
- 230000001965 increasing effect Effects 0.000 description 4
- 239000008107 starch Substances 0.000 description 4
- 229910000019 calcium carbonate Inorganic materials 0.000 description 3
- 239000001913 cellulose Substances 0.000 description 3
- 229920002678 cellulose Polymers 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- -1 phycocolloids Polymers 0.000 description 3
- 229920001282 polysaccharide Polymers 0.000 description 3
- 239000005017 polysaccharide Substances 0.000 description 3
- 150000004804 polysaccharides Chemical class 0.000 description 3
- 239000000843 powder Substances 0.000 description 3
- 229920001909 styrene-acrylic polymer Polymers 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 229920002554 vinyl polymer Polymers 0.000 description 3
- KAKZBPTYRLMSJV-UHFFFAOYSA-N Butadiene Chemical compound C=CC=C KAKZBPTYRLMSJV-UHFFFAOYSA-N 0.000 description 2
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 2
- 238000005273 aeration Methods 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 230000003111 delayed effect Effects 0.000 description 2
- 230000001627 detrimental effect Effects 0.000 description 2
- 239000002270 dispersing agent Substances 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- NVVZQXQBYZPMLJ-UHFFFAOYSA-N formaldehyde;naphthalene-1-sulfonic acid Chemical compound O=C.C1=CC=C2C(S(=O)(=O)O)=CC=CC2=C1 NVVZQXQBYZPMLJ-UHFFFAOYSA-N 0.000 description 2
- 150000004679 hydroxides Chemical class 0.000 description 2
- 239000003607 modifier Substances 0.000 description 2
- 239000006254 rheological additive Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000002562 thickening agent Substances 0.000 description 2
- SQAINHDHICKHLX-UHFFFAOYSA-N 1-naphthaldehyde Chemical compound C1=CC=C2C(C=O)=CC=CC2=C1 SQAINHDHICKHLX-UHFFFAOYSA-N 0.000 description 1
- AEQDJSLRWYMAQI-UHFFFAOYSA-N 2,3,9,10-tetramethoxy-6,8,13,13a-tetrahydro-5H-isoquinolino[2,1-b]isoquinoline Chemical compound C1CN2CC(C(=C(OC)C=C3)OC)=C3CC2C2=C1C=C(OC)C(OC)=C2 AEQDJSLRWYMAQI-UHFFFAOYSA-N 0.000 description 1
- 244000215068 Acacia senegal Species 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920001817 Agar Polymers 0.000 description 1
- 229920000945 Amylopectin Polymers 0.000 description 1
- 229920000856 Amylose Polymers 0.000 description 1
- 241000416162 Astragalus gummifer Species 0.000 description 1
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- KXDHJXZQYSOELW-UHFFFAOYSA-N Carbamic acid Chemical class NC(O)=O KXDHJXZQYSOELW-UHFFFAOYSA-N 0.000 description 1
- 229920001353 Dextrin Polymers 0.000 description 1
- 239000004375 Dextrin Substances 0.000 description 1
- 229920002085 Dialdehyde starch Polymers 0.000 description 1
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 1
- 239000001856 Ethyl cellulose Substances 0.000 description 1
- ZZSNKZQZMQGXPY-UHFFFAOYSA-N Ethyl cellulose Chemical compound CCOCC1OC(OC)C(OCC)C(OCC)C1OC1C(O)C(O)C(OC)C(CO)O1 ZZSNKZQZMQGXPY-UHFFFAOYSA-N 0.000 description 1
- 239000005977 Ethylene Substances 0.000 description 1
- 229920002907 Guar gum Polymers 0.000 description 1
- 229920000084 Gum arabic Polymers 0.000 description 1
- 229920000569 Gum karaya Polymers 0.000 description 1
- 239000004354 Hydroxyethyl cellulose Substances 0.000 description 1
- 229920000663 Hydroxyethyl cellulose Polymers 0.000 description 1
- 229920001479 Hydroxyethyl methyl cellulose Polymers 0.000 description 1
- 229920001732 Lignosulfonate Polymers 0.000 description 1
- 239000004117 Lignosulphonate Substances 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 229920000161 Locust bean gum Polymers 0.000 description 1
- 229920000877 Melamine resin Polymers 0.000 description 1
- 239000006057 Non-nutritive feed additive Substances 0.000 description 1
- 229910019142 PO4 Inorganic materials 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 229930006000 Sucrose Natural products 0.000 description 1
- CZMRCDWAGMRECN-UGDNZRGBSA-N Sucrose Chemical compound O[C@H]1[C@H](O)[C@@H](CO)O[C@@]1(CO)O[C@@H]1[C@H](O)[C@@H](O)[C@H](O)[C@@H](CO)O1 CZMRCDWAGMRECN-UGDNZRGBSA-N 0.000 description 1
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 description 1
- 229920001615 Tragacanth Polymers 0.000 description 1
- 229920004482 WACKER® Polymers 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 235000010489 acacia gum Nutrition 0.000 description 1
- 239000000205 acacia gum Substances 0.000 description 1
- 150000001242 acetic acid derivatives Chemical class 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 150000007513 acids Chemical class 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 239000008272 agar Substances 0.000 description 1
- 235000010419 agar Nutrition 0.000 description 1
- 235000010443 alginic acid Nutrition 0.000 description 1
- 239000000783 alginic acid Substances 0.000 description 1
- 229920000615 alginic acid Polymers 0.000 description 1
- 229960001126 alginic acid Drugs 0.000 description 1
- 150000004781 alginic acids Chemical class 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 150000001412 amines Chemical class 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- JXLHNMVSKXFWAO-UHFFFAOYSA-N azane;7-fluoro-2,1,3-benzoxadiazole-4-sulfonic acid Chemical compound N.OS(=O)(=O)C1=CC=C(F)C2=NON=C12 JXLHNMVSKXFWAO-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 229920005551 calcium lignosulfonate Polymers 0.000 description 1
- 150000001720 carbohydrates Chemical class 0.000 description 1
- 235000014633 carbohydrates Nutrition 0.000 description 1
- 150000001735 carboxylic acids Chemical class 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 229920001577 copolymer Polymers 0.000 description 1
- 235000019425 dextrin Nutrition 0.000 description 1
- 235000013681 dietary sucrose Nutrition 0.000 description 1
- MTHSVFCYNBDYFN-UHFFFAOYSA-N diethylene glycol Chemical class OCCOCCO MTHSVFCYNBDYFN-UHFFFAOYSA-N 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- HDERJYVLTPVNRI-UHFFFAOYSA-N ethene;ethenyl acetate Chemical group C=C.CC(=O)OC=C HDERJYVLTPVNRI-UHFFFAOYSA-N 0.000 description 1
- 235000019325 ethyl cellulose Nutrition 0.000 description 1
- 229920001249 ethyl cellulose Polymers 0.000 description 1
- 229920001038 ethylene copolymer Polymers 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 239000008394 flocculating agent Substances 0.000 description 1
- 235000013312 flour Nutrition 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- WSFSSNUMVMOOMR-UHFFFAOYSA-N formaldehyde Substances O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 description 1
- IVJISJACKSSFGE-UHFFFAOYSA-N formaldehyde;1,3,5-triazine-2,4,6-triamine Chemical class O=C.NC1=NC(N)=NC(N)=N1 IVJISJACKSSFGE-UHFFFAOYSA-N 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 239000000499 gel Substances 0.000 description 1
- 235000010417 guar gum Nutrition 0.000 description 1
- 239000000665 guar gum Substances 0.000 description 1
- 229960002154 guar gum Drugs 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000004574 high-performance concrete Substances 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 235000019447 hydroxyethyl cellulose Nutrition 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 235000010494 karaya gum Nutrition 0.000 description 1
- 235000019357 lignosulphonate Nutrition 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 235000010420 locust bean gum Nutrition 0.000 description 1
- 239000000711 locust bean gum Substances 0.000 description 1
- 239000001095 magnesium carbonate Substances 0.000 description 1
- 229910000021 magnesium carbonate Inorganic materials 0.000 description 1
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 description 1
- 235000014380 magnesium carbonate Nutrition 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- JDSHMPZPIAZGSV-UHFFFAOYSA-N melamine Chemical compound NC1=NC(N)=NC(N)=N1 JDSHMPZPIAZGSV-UHFFFAOYSA-N 0.000 description 1
- 150000007974 melamines Chemical class 0.000 description 1
- 229910000000 metal hydroxide Inorganic materials 0.000 description 1
- 229910044991 metal oxide Inorganic materials 0.000 description 1
- 150000004706 metal oxides Chemical class 0.000 description 1
- 229920000609 methyl cellulose Polymers 0.000 description 1
- 239000001923 methylcellulose Substances 0.000 description 1
- 235000010981 methylcellulose Nutrition 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- PSZYNBSKGUBXEH-UHFFFAOYSA-N naphthalene-1-sulfonic acid Chemical class C1=CC=C2C(S(=O)(=O)O)=CC=CC2=C1 PSZYNBSKGUBXEH-UHFFFAOYSA-N 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 239000010452 phosphate Substances 0.000 description 1
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 239000004848 polyfunctional curative Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920002689 polyvinyl acetate Polymers 0.000 description 1
- 239000011118 polyvinyl acetate Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 229910021487 silica fume Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000000176 sodium gluconate Substances 0.000 description 1
- 235000012207 sodium gluconate Nutrition 0.000 description 1
- 229940005574 sodium gluconate Drugs 0.000 description 1
- 229920005552 sodium lignosulfonate Polymers 0.000 description 1
- 159000000000 sodium salts Chemical class 0.000 description 1
- WEFLTJMZDFLYAP-UHFFFAOYSA-M sodium;formaldehyde;hydrogen sulfate;1,3,5-triazine-2,4,6-triamine Chemical compound [Na+].O=C.OS([O-])(=O)=O.NC1=NC(N)=NC(N)=N1 WEFLTJMZDFLYAP-UHFFFAOYSA-M 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 229960004793 sucrose Drugs 0.000 description 1
- 239000011593 sulfur Substances 0.000 description 1
- 229910052717 sulfur Inorganic materials 0.000 description 1
- 229920005992 thermoplastic resin Polymers 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/52—Producing shaped prefabricated articles from the material specially adapted for producing articles from mixtures containing fibres, e.g. asbestos cement
- B28B1/522—Producing shaped prefabricated articles from the material specially adapted for producing articles from mixtures containing fibres, e.g. asbestos cement for producing multi-layered articles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B13/00—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material
- B32B13/14—Layered products comprising a a layer of water-setting substance, e.g. concrete, plaster, asbestos cement, or like builders' material next to a fibrous or filamentary layer
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/40—Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material
- B28B7/46—Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material for humidifying or dehumidifying
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/06—Combustion residues, e.g. purification products of smoke, fumes or exhaust gases
- C04B18/08—Flue dust, i.e. fly ash
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00482—Coating or impregnation materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00612—Uses not provided for elsewhere in C04B2111/00 as one or more layers of a layered structure
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S106/00—Compositions: coating or plastic
- Y10S106/01—Fly ash
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/249921—Web or sheet containing structurally defined element or component
- Y10T428/249924—Noninterengaged fiber-containing paper-free web or sheet which is not of specified porosity
- Y10T428/249932—Fiber embedded in a layer derived from a water-settable material [e.g., cement, gypsum, etc.]
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/249921—Web or sheet containing structurally defined element or component
- Y10T428/249953—Composite having voids in a component [e.g., porous, cellular, etc.]
- Y10T428/249967—Inorganic matrix in void-containing component
- Y10T428/249968—Of hydraulic-setting material
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/249921—Web or sheet containing structurally defined element or component
- Y10T428/249953—Composite having voids in a component [e.g., porous, cellular, etc.]
- Y10T428/249971—Preformed hollow element-containing
- Y10T428/249972—Resin or rubber element
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- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/249921—Web or sheet containing structurally defined element or component
- Y10T428/249953—Composite having voids in a component [e.g., porous, cellular, etc.]
- Y10T428/249986—Void-containing component contains also a solid fiber or solid particle
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T428/00—Stock material or miscellaneous articles
- Y10T428/25—Web or sheet containing structurally defined element or component and including a second component containing structurally defined particles
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y10T428/26—Web or sheet containing structurally defined element or component, the element or component having a specified physical dimension
- Y10T428/263—Coating layer not in excess of 5 mils thick or equivalent
- Y10T428/264—Up to 3 mils
- Y10T428/265—1 mil or less
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- Y10T428/31504—Composite [nonstructural laminate]
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
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- Y10T428/00—Stock material or miscellaneous articles
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- Y10T428/31652—Of asbestos
- Y10T428/31667—Next to addition polymer from unsaturated monomers, or aldehyde or ketone condensation product
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T442/00—Fabric [woven, knitted, or nonwoven textile or cloth, etc.]
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Abstract
An additive for a cementitious slurry comprising fly ash having a predominant particle size of up to 10 microns, and/or aluminous material having a predominant particle size of up to 150 Microns. The additive acts as a water reduction agent and can replace either wholly or partially a conventional plasticiser.
Description
TITLE: ADDITIVE FOR DEWATERABLE SLURRY
Technical Field This application claims priority from the following Australian provisional patent applications, the full contents of which are hereby incorporated by cross-reference.
Application No Title Date Filed PR3474 A Composite Product 2 March 2001 PR3475 Spattering Apparatus 2 March 2001 PR3476 Additive for a Dewaterable Slurry 2 March 2001 PR3477 A Method and Apparatus for Forming a 2 March 2001 1o Laminated Sheet Material by Spattering PR3478 Coatings for Building Products 2 March 2001 The present invention relates to admixtures for slurries and in particular cementitious slurry compositions.
Background Art As is well known in the art, most cementitious compositions are laid down or used in a slurry form. Increasing difficulty and expense in obtaining high quality aggregate for use in such cementitious material such as concrete has forced manufacturers to resort to low grade materials such as crushed stone, marine sand and even recycled crushed concrete obtained from demolitions or old structures. This leads to problems with the 2o concrete such as a higher water demand, bleeding (where, as the slurry settles, water migrates to the surface), lower workability and pumpability.
In the past, these problems have been overcome by the addition of certain additives to the cementitious composition. These plasticisers, sometimes known as water reducers, dispersion agents or super plasticisers, act to increase the workability and validity of the slurry for a given quantity of water. Examples include lignosulphonates, naphthalene sulphonate-formaldehyde condensates. .
Typically, these water reducers are added at around 0.3% by weight of cement and provide between 8 and 12% reduction in the water cement ratio, depending upon the addition procedure. Additions of up to 1 % by cement provide up to 35%
reduction in the water to cement ratio. In high performance concrete application, eg ultra high strength concrete, it is corninon to overdose in plasticiser/water reducer, (or combinations thereof) to obtain further water reduction of up to 50%. However, at such dosage levels detrimental effects are produced, eg setting times increased and compressive strength of a cementitious mixture reduced.
It is an object of the present invention to overcome or ameliorate at least one of the disadvantages of the prior art, or to provide a useful alternative.
Disclosure of the Invention In a broad aspect, the present invention provides an additive for a cementitious slurry comprising of one or both of the following mineral components:
i) fly ash having a predominant particle size of up to 10 microns, and ii) aluminous material having a predominant particle size of up to 150 microns.
to The applicants have found that use of the small particle size fraction fly ash or large particle size fraction aluminous material acts as an efficient water reducer for cementitious slurries. The applicants have found that addition of a suitable quantity of such a mineral additive indeed provides a substantial reduction in water required to maintain a predetermined viscosity without any of the aforementioned detrimental 1 s effects arising from conventional techniques. The aforementioned additive does not significantly increase set times or cause excessive aeration, which can be a major problem with some known admixtures. Further, it inhibits bleeding and improves workability.
In a preferred embodiment, the aforementioned mineral additive can be used in 2o combination with a conventional water reducer/plasticiser to enhance the water reduction capabilities of such a conventional additive.
In a second aspect, the present invention provides a cementitious slurry comprising an hydraulic binder, water, a plasticiser and a mineral additive including one or both of the following components:
25 i) fly ash having a predominant particle size of up to 10 microns, ii) aluminous material having a predominant particle size of up to 150 microns, and iii) the mineral additive being added in a quantity sufficient to provide a water reduction effect.
3o In a third aspect, the present invention provides a method of reducing the water requirements of a cementitious slurry comprising adding an effective amount of one or both of the following mineral components:i) fly ash having a predominant particle size of up to 10 microns, and ii) aluminous material having a predominant particle size of up to 150 microns.
In a fourth aspect, the present invention provides a method of improving the properties of a cementitious slurry comprising adding an effective amount of one or both of the following mineral components:i) fly ash having a predominant particle size of up to 10 microns, and ii) aluminous material having a predominant particle size of up to 150 microns.
The reference to water reduction effect relates to the ability of the mineral additive to effectively reduce the quantity of water required to obtain a particular viscosity. As 1 o will be clear to persons skilled in the art, for certain applications, a slurry is designed to have a particular predetermined viscosity for flowability, pumpability or application reasons. The mineral additive described above provides excellent water reduction properties for a slurry. As discussed, it can be used on its own to provide water reduction to the slurry or in combination with a conventional plasticiser/water reducer.
I5 When used in combination with an amount of conventional plasticiser/water reducer, it has been found that the aforementioned mineral additive enhances the water reduction properties of the slurry as will be discussed below.
The fly ash in the mineral additive refers to fly ash with a predominant particle size of up to 10 microns. As will be clear to persons skilled in the art, fly ash is a solid 2o powder having a chemical composition similar to or the same as the composition of material that is produced during the combustion of powdered coal. The composition typically comprises 25 to 60% silica, 10 to 30% A1203, 5 to 25% Fez03, up to about 20%
Ca0 and up to about 5% MgO.
Fly ash particles are typically spherical and range in diameter from 1 to 100 25 microns. It is the smaller size fraction of fly ash particles with a predominant size below microns that has surprising water reduction properties.
The fly ash preferably makes up 30-100% based on weight of cement. Preferably, the fly ash is between 40 and 90% and most preferably 50 to 70% based on weight of cement.
3o Larger size fly ash particles have been known in the past to provide a water reduction effect. Smaller size particles, however, have always been considered unsuitable for water reduction for a few reasons. Firstly, it is expected in the art that the smaller the particle size, the more reactive the particle. Fly ash is a reactive pozzalan and accordingly, smaller size fraction fly ash was considered inappropriately reactive to act as a water reducer.
In addition, due to the high specific surface area of the smaller size fraction fly ash, it was expected that this material would in fact increase water demand. The applicants have surprisingly found that the opposite is in fact the case. The smaller size fraction fly ash boosts the water reducing properties of conventional water reduction agents by a substantial extent.
The aluminous material in the mineral additive preferably has a predominant 1o particle size less than 150 microns. The reference to "aluminous material"
should not be taken literally but refers to alumina type materials including hydrated , partially hydrated and unhydrated alumina. Preferably, the alumina content of aluminous material based on the weight of cement is between 5 and 30%, preferably 10 to 25% and most preferably to 20%.
15 If a blend of hydrated alumina and fly ash is used in the mineral additive, the ratio of hydrated alumina:fly ash is between 1:1 to 1:10.
The term "hydraulic or cementitious binder" as used herein, means all inorganic materials which comprise compounds of calcium, aluminium, silicon, oxygen, and/or sulfur which exhibit "hydraulic activity" that is, which set solid and harden in the 2o presence of water. Cements of this type include common Portland cements, fast setting or extra fast setting, sulphate resisting cements, modified cements, alumina cements, high alumina cements, calcium aluminate cements and cements which contain secondary components such as fly ash, slag and the like. The amount of cement present in the composition of the present invention has a lower limit of 10 weight percent based on the total dry ingredients, preferably 15 weight percent, more preferably 20 weight percent, the upper limit of the amount of the cement is 50 weight percent, preferably 40 weight percent, more preferably 30 weight percent.
The cementitious composition may optionally but preferably include at least one filler material, e.g. graded and ungraded aggregate such as washed river gravel, crushed 3o igneous rock or limestone, lightweight aggregate, crushed hard-burnt clay bricks or air-cooled blast furnace slag, sand, calcium carbonate, silica flour, vermiculite, perlite, gypsum .. etc.
Technical Field This application claims priority from the following Australian provisional patent applications, the full contents of which are hereby incorporated by cross-reference.
Application No Title Date Filed PR3474 A Composite Product 2 March 2001 PR3475 Spattering Apparatus 2 March 2001 PR3476 Additive for a Dewaterable Slurry 2 March 2001 PR3477 A Method and Apparatus for Forming a 2 March 2001 1o Laminated Sheet Material by Spattering PR3478 Coatings for Building Products 2 March 2001 The present invention relates to admixtures for slurries and in particular cementitious slurry compositions.
Background Art As is well known in the art, most cementitious compositions are laid down or used in a slurry form. Increasing difficulty and expense in obtaining high quality aggregate for use in such cementitious material such as concrete has forced manufacturers to resort to low grade materials such as crushed stone, marine sand and even recycled crushed concrete obtained from demolitions or old structures. This leads to problems with the 2o concrete such as a higher water demand, bleeding (where, as the slurry settles, water migrates to the surface), lower workability and pumpability.
In the past, these problems have been overcome by the addition of certain additives to the cementitious composition. These plasticisers, sometimes known as water reducers, dispersion agents or super plasticisers, act to increase the workability and validity of the slurry for a given quantity of water. Examples include lignosulphonates, naphthalene sulphonate-formaldehyde condensates. .
Typically, these water reducers are added at around 0.3% by weight of cement and provide between 8 and 12% reduction in the water cement ratio, depending upon the addition procedure. Additions of up to 1 % by cement provide up to 35%
reduction in the water to cement ratio. In high performance concrete application, eg ultra high strength concrete, it is corninon to overdose in plasticiser/water reducer, (or combinations thereof) to obtain further water reduction of up to 50%. However, at such dosage levels detrimental effects are produced, eg setting times increased and compressive strength of a cementitious mixture reduced.
It is an object of the present invention to overcome or ameliorate at least one of the disadvantages of the prior art, or to provide a useful alternative.
Disclosure of the Invention In a broad aspect, the present invention provides an additive for a cementitious slurry comprising of one or both of the following mineral components:
i) fly ash having a predominant particle size of up to 10 microns, and ii) aluminous material having a predominant particle size of up to 150 microns.
to The applicants have found that use of the small particle size fraction fly ash or large particle size fraction aluminous material acts as an efficient water reducer for cementitious slurries. The applicants have found that addition of a suitable quantity of such a mineral additive indeed provides a substantial reduction in water required to maintain a predetermined viscosity without any of the aforementioned detrimental 1 s effects arising from conventional techniques. The aforementioned additive does not significantly increase set times or cause excessive aeration, which can be a major problem with some known admixtures. Further, it inhibits bleeding and improves workability.
In a preferred embodiment, the aforementioned mineral additive can be used in 2o combination with a conventional water reducer/plasticiser to enhance the water reduction capabilities of such a conventional additive.
In a second aspect, the present invention provides a cementitious slurry comprising an hydraulic binder, water, a plasticiser and a mineral additive including one or both of the following components:
25 i) fly ash having a predominant particle size of up to 10 microns, ii) aluminous material having a predominant particle size of up to 150 microns, and iii) the mineral additive being added in a quantity sufficient to provide a water reduction effect.
3o In a third aspect, the present invention provides a method of reducing the water requirements of a cementitious slurry comprising adding an effective amount of one or both of the following mineral components:i) fly ash having a predominant particle size of up to 10 microns, and ii) aluminous material having a predominant particle size of up to 150 microns.
In a fourth aspect, the present invention provides a method of improving the properties of a cementitious slurry comprising adding an effective amount of one or both of the following mineral components:i) fly ash having a predominant particle size of up to 10 microns, and ii) aluminous material having a predominant particle size of up to 150 microns.
The reference to water reduction effect relates to the ability of the mineral additive to effectively reduce the quantity of water required to obtain a particular viscosity. As 1 o will be clear to persons skilled in the art, for certain applications, a slurry is designed to have a particular predetermined viscosity for flowability, pumpability or application reasons. The mineral additive described above provides excellent water reduction properties for a slurry. As discussed, it can be used on its own to provide water reduction to the slurry or in combination with a conventional plasticiser/water reducer.
I5 When used in combination with an amount of conventional plasticiser/water reducer, it has been found that the aforementioned mineral additive enhances the water reduction properties of the slurry as will be discussed below.
The fly ash in the mineral additive refers to fly ash with a predominant particle size of up to 10 microns. As will be clear to persons skilled in the art, fly ash is a solid 2o powder having a chemical composition similar to or the same as the composition of material that is produced during the combustion of powdered coal. The composition typically comprises 25 to 60% silica, 10 to 30% A1203, 5 to 25% Fez03, up to about 20%
Ca0 and up to about 5% MgO.
Fly ash particles are typically spherical and range in diameter from 1 to 100 25 microns. It is the smaller size fraction of fly ash particles with a predominant size below microns that has surprising water reduction properties.
The fly ash preferably makes up 30-100% based on weight of cement. Preferably, the fly ash is between 40 and 90% and most preferably 50 to 70% based on weight of cement.
3o Larger size fly ash particles have been known in the past to provide a water reduction effect. Smaller size particles, however, have always been considered unsuitable for water reduction for a few reasons. Firstly, it is expected in the art that the smaller the particle size, the more reactive the particle. Fly ash is a reactive pozzalan and accordingly, smaller size fraction fly ash was considered inappropriately reactive to act as a water reducer.
In addition, due to the high specific surface area of the smaller size fraction fly ash, it was expected that this material would in fact increase water demand. The applicants have surprisingly found that the opposite is in fact the case. The smaller size fraction fly ash boosts the water reducing properties of conventional water reduction agents by a substantial extent.
The aluminous material in the mineral additive preferably has a predominant 1o particle size less than 150 microns. The reference to "aluminous material"
should not be taken literally but refers to alumina type materials including hydrated , partially hydrated and unhydrated alumina. Preferably, the alumina content of aluminous material based on the weight of cement is between 5 and 30%, preferably 10 to 25% and most preferably to 20%.
15 If a blend of hydrated alumina and fly ash is used in the mineral additive, the ratio of hydrated alumina:fly ash is between 1:1 to 1:10.
The term "hydraulic or cementitious binder" as used herein, means all inorganic materials which comprise compounds of calcium, aluminium, silicon, oxygen, and/or sulfur which exhibit "hydraulic activity" that is, which set solid and harden in the 2o presence of water. Cements of this type include common Portland cements, fast setting or extra fast setting, sulphate resisting cements, modified cements, alumina cements, high alumina cements, calcium aluminate cements and cements which contain secondary components such as fly ash, slag and the like. The amount of cement present in the composition of the present invention has a lower limit of 10 weight percent based on the total dry ingredients, preferably 15 weight percent, more preferably 20 weight percent, the upper limit of the amount of the cement is 50 weight percent, preferably 40 weight percent, more preferably 30 weight percent.
The cementitious composition may optionally but preferably include at least one filler material, e.g. graded and ungraded aggregate such as washed river gravel, crushed 3o igneous rock or limestone, lightweight aggregate, crushed hard-burnt clay bricks or air-cooled blast furnace slag, sand, calcium carbonate, silica flour, vermiculite, perlite, gypsum .. etc.
The amount of filler present in the cementitious composition has a lower limit of 5 weight percent based on the total dry ingredients, preferably 10 weight percent, more preferably 15 weight percent; the upper limit being 30 weight percent, preferably 25 weight percent, more preferably 20 weight percent.
The cementitious composition many optionally contain other additives including:
cement plasticising agents such as melamine sulphonate-formaldehyde condensates, naphthalene sulphonate-formaldehyde condensates, naphthalene sulphonates, calcium lignosulphonates, sodium lignosulphonates, saccharose, sodium gluconate, sulphonic acids, carbohydrates, amino carboxylic acids, polyhydroxy to carboxylic acids, sulphonated melamine, and the like.
The amount of conventional plasticiser used in the dry cement composition will vary, depending on the fluidising ability of the particular cement plasticiser selected.
Generally, the amount of cement plasticiser is preferably in the range of about 0.3 to about 3 wt %, and more preferably about 0.5 to about 2 wt %, based on the weight of the 15 dry cement composition.
Preferred plasticisers include Melment. F-10, a melamine-formaldehyde-sodium bisulphate polymer dispersant, marketed by SKW-Trostberg in the form of a fine white powder. Another suitable plasticises is Neosyn, a condensed sodium salt of sulphonated naphthalene formaldehyde, available from Hodgson Chemicals.
2o Thickener may also be used in the cementitious composition including one or more of the polysaccharide rheology modifiers which can be further subdivided into cellulose based materials and derivatives thereof, starch based materials and derivatives thereof, and other polysaccharides.
Suitable cellulose based rheology-modifying agents include, for example, 25 methylhydroxyethylcellulose, hydroxymethylethylcellulose, caxboxymethylcellulose, methylcellulose, ethylcellulose, hydroxyethylcellulose, hydroxyethylpropylcellulose, etc.
The entire range of suitable rheology modifiers will not be listed here, nevertheless, many other cellulose materials have the same or similar properties as these and are equivalent.
3o Suitable starch based materials include, for example, amylopectin, amylose, sea-gel, starch acetates, starch hydroxyethyl ethers, ionic starches, long-chain alkylstarches, dextrins, amine starches, phosphate starches, and dialdehyde starches.
The cementitious composition many optionally contain other additives including:
cement plasticising agents such as melamine sulphonate-formaldehyde condensates, naphthalene sulphonate-formaldehyde condensates, naphthalene sulphonates, calcium lignosulphonates, sodium lignosulphonates, saccharose, sodium gluconate, sulphonic acids, carbohydrates, amino carboxylic acids, polyhydroxy to carboxylic acids, sulphonated melamine, and the like.
The amount of conventional plasticiser used in the dry cement composition will vary, depending on the fluidising ability of the particular cement plasticiser selected.
Generally, the amount of cement plasticiser is preferably in the range of about 0.3 to about 3 wt %, and more preferably about 0.5 to about 2 wt %, based on the weight of the 15 dry cement composition.
Preferred plasticisers include Melment. F-10, a melamine-formaldehyde-sodium bisulphate polymer dispersant, marketed by SKW-Trostberg in the form of a fine white powder. Another suitable plasticises is Neosyn, a condensed sodium salt of sulphonated naphthalene formaldehyde, available from Hodgson Chemicals.
2o Thickener may also be used in the cementitious composition including one or more of the polysaccharide rheology modifiers which can be further subdivided into cellulose based materials and derivatives thereof, starch based materials and derivatives thereof, and other polysaccharides.
Suitable cellulose based rheology-modifying agents include, for example, 25 methylhydroxyethylcellulose, hydroxymethylethylcellulose, caxboxymethylcellulose, methylcellulose, ethylcellulose, hydroxyethylcellulose, hydroxyethylpropylcellulose, etc.
The entire range of suitable rheology modifiers will not be listed here, nevertheless, many other cellulose materials have the same or similar properties as these and are equivalent.
3o Suitable starch based materials include, for example, amylopectin, amylose, sea-gel, starch acetates, starch hydroxyethyl ethers, ionic starches, long-chain alkylstarches, dextrins, amine starches, phosphate starches, and dialdehyde starches.
Other natural polysaccharide based rheology-modifying agents include, for example, alginic acid, phycocolloids, agar, gum arabic, guar gum, welan gum, locust bean gum, gum karaya, and gum tragacanth.
The thiclcener addition rate in the cementitious composition may range between 0.0001 and 0.5 % based on the weight of the dry cement composition.
Latex addition of at least one latex selected from the group consisting of an acrylic latex, a styrene latex , and a butadiene latex is also preferred. This component improves adherence, elasticity, stability and impermeability of the cementitious compositions containing it, and also favours formation of flexible films.
1o The latex may be used in solid amounts of about 0.5 to about 20 wt %, based on the weight of the dry cement composition. Preferably, it is present in an amount of about 1 to about 15 wt %, and more preferably about 10 wt %, based on the weight of the dry cement composition.
The cementitious composition may optionally incorporate as a substitute to the latex emulsion a proportion of a powdered vinyl polymer or other equivalent polymeric material, to enhance the adhesion; resilience and flexural strength; and abrasion resistance of the composition.
The powdered vinyl polymer is preferably polyvinyl acetate or a copolymer of vinyl acetate with another monomer, such as ethylene. A preferred vinyl acetate resin is 2o VINNAPAS LL5044 thermoplastic resin powder, containing a vinyl acetate-ethylene copolymer, available from WACKER.
The powdered vinyl polymer may be used in amounts of about 0.5 to about 20 wt %, based on the weight of the dry cement composition. Preferably, it is present in an amount of about 1 to about 15 wt %, and more preferably about 10 wt %, based on the weight of the dry cement composition.
The cementitious composition may optionally contain 0-40 wt % of other fillers/additives such as mineral oxides, hydroxides and clays, metal oxides and hydroxides, fire retardants such as magnesite, thickeners, silica fume or amorphous silica, colorants, pigments, water sealing agents, water reducing agents, setting rate modifiers, hardeners, filtering aids, plasticisers, dispersants, foaming agents or flocculating agents, water-proofing agents, density modifiers or other processing aids _7_ Models) for Carrying out the Invention So that the present invention may be more clearly understood it will now be described by way of example only with reference to the following embodiments.
Example 1: Effect of water reducer and small size fraction fly ash addition on water reduction in a cement: fly ash mixture Three mixes (total weight of solids =1000 gm each) were mixed with water to achieve a mix viscosity of 4 - 3 seconds cup drainage time. The details of the mixes are shown in Table 1 below.
Table 1 Mix ingredients Mix 1 Mix 2 Mix 3 weight, weight, weight, gm gm gm Cement 300 gm 300 gm 300gm Fly ash (large size fraction)700 gm 700 gm 500 gm Fly ash (small size fraction)- - 200 gm Water reducer - 3 gm 3 gm (sulphonated naphthalene formaldehyde) Styrene Acrylic Latex Emulsion60 ml 60 ml 60 ml (56% solids) Welan Gum (Kelcocrete) 0.1 gm 0.1 gm 0.1 gm Water SSOmI 350 ml 325 ml Water reduction in mix, % - 36% 41%
Viscosity (drainage time 3 seconds 3 seconds 4 seconds in 50 ml cup) to It can be seen that the addition of 1% water reducer by weight in cement resulted in 36% reduction in mix water. This level of water reduction is, according to literature, about the limit of what can be achieved at such high water reducer dose. Using higher doses would result in excessively delayed setting time and reduction in the compressive strength in cementitious mixes. When part of the large size fraction fly ash was substituted with smaller size fraction (predominant particle size less that 10 microns) in mix 3, further water reduction was achieved, bringing total water reduction to 41 %. This _g_ result is quite surprising, as the finer fly ash was expected to in fact increase the water demand in the mix due to its high surface area.
Although the water reducing effect of fly ash in cementitious mixes is well documented in literature, the plasticity enhancing effect of the smaller size fraction in an already plasticised cement:fly ash mixture is considered surprising given the universal rule that finer material exhibit larger surface area, leading to an increase in the water demand, needed as mechanical water coating the finer particles.
Example 1 demonstrates a means of enhancing the water reduction effect in plasticised mixes using a mineral additive with a specified size range, namely the small l0 size fraction fly ash, without resorting to overdosing with water reducer.
The result is a more durable mix with higher strength and reduced shrinkage.
Example 2: Water reduction in plasticised mixes substituting large size fraction fly ash for smaller size fraction fly ash Two mixes (total weight of solids = 1000 gm each) were mixed with water to achieve a mix viscosity in the range of 6 -10 Poise. The details of the two mixes are shown in Table 2 below.
Table 2 Mix ingredients Mix 1 Mix 2 weight, weight, gm gm Cement 300 gm 300 gm Fly ash (large size fraction)400 gm 250 gm Fly ash (small size fraction)- 150 gm Cenospheres 300 gm 300 gm Melment 15 (SI~W Chemicals)3 gm 3 gm (sulphonated melamine formaldehyde) MC 1834 Acrylic Resin (Rohm10 ml 10 ml &
Haas) Water 400 ml 325 ml Water reduction - 19%
Viscosity (Rotothinner) 6.5 Poise 8.8 Poise It can be seen that Mix 1 which was comprised of cement, fly ash and cenospheres (ceramic hollow spheres) required 400 ml of water to achieve the required viscosity (in the presence of 1% addition of Melinent F15 water reducer). The % solids in this case is 71.4%.
Mix 2, however, required only 325 ml of water to achieve a similar flowability.
Such water reduction (around 20%) was enabled by substituting part of the larger fly ash particles with a smaller size fraction (minus 10 microns in size, average size = 4 microns).The % solids in this case was increased to 75.5%.
Example 3: Water reduction in plasticised mixes - Comparison of silica to fly ash.
to Two mixes (total weight of solids =1000 gm) were mixed with water to achieve a mix viscosity of 4 - 3 seconds cup drainage time. The details of the two mixes are shown in Table 3 below.
Table 3 Mix ingredients Mix 1 Mix 2 weight, weight, gm gm Cement 300 gm 300gm Fly ash (large size fraction)500 gm 500 gm Fly ash (small size fraction)- 200 gm Silica 200 gm -Water reducer 3 gm 3 gm (sulphonated naphthalene formaldehyde) Styrene Acrylic Latex Emulsion60 ml 60 ml (56% solids) Welan Gum (Kelcocrete) 0.1 gm 0.1 gm Water 400 ml 325 ml Water reduction in plasticised- 19%
mix Viscosity (drainage time 4 seconds 4 seconds in 50 ml cup) It can be seen that Mix 1 which was comprised of cement, fly ash and silica required 400 ml of water to achieve the required viscosity (in the presence of 1 % water reducer addition). The % solids in this case is 71.4%.
Mix 2, however, required only 325 ml of water to achieve a similar flowability.
Such water reduction (around 20%) was enabled by substituting the silica with ultra fine fraction (minus 10 microns in size, average size = 4 microns).The % solids in this case was increased to 75.5%.
Exam 1p a 4: Water reduction in plasticised mixes incorporating combination of hydrated alumina and fly ash In Table 4, the water requirements for two mixes containing 1.0 % addition (by weight of cement) of a water reducer, ie sulphonated naphthalene formaldehyde, are compared.
1o Table 4 Mix ingredients Weight (Mix 1) Weight (Mix without hydrated2) alumina With hydrated alumina Cement 10000 gm 10000 gm Fly ash (large size fraction)16000 gm 16000 gm Fly ash (small size fraction)8000 gm 8000 gm Calcium Carbonate (Omyacarb 6000 gm 4000 gm Grade 40) Hydrated Alumina - 2000 gm Water reducer 100 gm 100 gm (naphthalene formaldehyde sulphonate) Welan Gum (Kelcocrete) 3 gm 3 gm Styrene Acrylic Latex Emulsion2000 ml 2000 ml (56%
solids) Water 16500 ml 12500 Water reduction in plasticised- 25%
mix, %
Viscosity (drainage time in 3.5 seconds 3 seconds 50 ml cup) It can be seen that the addition of 2000 gm of hydrated alumina in mix 2 (in substitution of calcium carbonate), resulted in a significant reduction in the water demand, ie from 16500 to 12500 ml, for the same viscosity level.
This level of water reduction (around 25% in an already heavily plasticised mix) is quite unexpected. It is also contrary to conventional water reduction trends presented in cement chemistry literature which suggest that the amount of water reduction ranges generally between 15% to 35%, and that (beyond a particular dosage) further water reduction is not possible (Concrete Admixtures Handbook by, Ramachandran, 2"a edition, page 447).
From the examples outlined above it can be seen that using a mineral additive comprising small size fraction fly ash and/or aluminous materials provide water reduction in non-plasticised cementitious mixes or additional/enhanced water reduction to in plasticised cementitious mixes containing a conventional water reducing agent. Such significant increase in water reduction between 20% and 40% will enable production of high performance cementitious mixes (lower shrinkage, higher strength, more durable), without the disadvantages of overdosing with conventional organic water reducers, ie delayed setting time, strength reduction, excessive aeration . etc.
It will be understood that the modifications or variations can be made to the aforementioned embodiments without departing from the spirit or scope of the present invention. In particular, it will be appreciated that the formulations, coatings, additives, methods and composite products of the present invention are suitable or may be adapted for use in conjunction with the methods and apparatus as described in the various 2o priority documents.
The thiclcener addition rate in the cementitious composition may range between 0.0001 and 0.5 % based on the weight of the dry cement composition.
Latex addition of at least one latex selected from the group consisting of an acrylic latex, a styrene latex , and a butadiene latex is also preferred. This component improves adherence, elasticity, stability and impermeability of the cementitious compositions containing it, and also favours formation of flexible films.
1o The latex may be used in solid amounts of about 0.5 to about 20 wt %, based on the weight of the dry cement composition. Preferably, it is present in an amount of about 1 to about 15 wt %, and more preferably about 10 wt %, based on the weight of the dry cement composition.
The cementitious composition may optionally incorporate as a substitute to the latex emulsion a proportion of a powdered vinyl polymer or other equivalent polymeric material, to enhance the adhesion; resilience and flexural strength; and abrasion resistance of the composition.
The powdered vinyl polymer is preferably polyvinyl acetate or a copolymer of vinyl acetate with another monomer, such as ethylene. A preferred vinyl acetate resin is 2o VINNAPAS LL5044 thermoplastic resin powder, containing a vinyl acetate-ethylene copolymer, available from WACKER.
The powdered vinyl polymer may be used in amounts of about 0.5 to about 20 wt %, based on the weight of the dry cement composition. Preferably, it is present in an amount of about 1 to about 15 wt %, and more preferably about 10 wt %, based on the weight of the dry cement composition.
The cementitious composition may optionally contain 0-40 wt % of other fillers/additives such as mineral oxides, hydroxides and clays, metal oxides and hydroxides, fire retardants such as magnesite, thickeners, silica fume or amorphous silica, colorants, pigments, water sealing agents, water reducing agents, setting rate modifiers, hardeners, filtering aids, plasticisers, dispersants, foaming agents or flocculating agents, water-proofing agents, density modifiers or other processing aids _7_ Models) for Carrying out the Invention So that the present invention may be more clearly understood it will now be described by way of example only with reference to the following embodiments.
Example 1: Effect of water reducer and small size fraction fly ash addition on water reduction in a cement: fly ash mixture Three mixes (total weight of solids =1000 gm each) were mixed with water to achieve a mix viscosity of 4 - 3 seconds cup drainage time. The details of the mixes are shown in Table 1 below.
Table 1 Mix ingredients Mix 1 Mix 2 Mix 3 weight, weight, weight, gm gm gm Cement 300 gm 300 gm 300gm Fly ash (large size fraction)700 gm 700 gm 500 gm Fly ash (small size fraction)- - 200 gm Water reducer - 3 gm 3 gm (sulphonated naphthalene formaldehyde) Styrene Acrylic Latex Emulsion60 ml 60 ml 60 ml (56% solids) Welan Gum (Kelcocrete) 0.1 gm 0.1 gm 0.1 gm Water SSOmI 350 ml 325 ml Water reduction in mix, % - 36% 41%
Viscosity (drainage time 3 seconds 3 seconds 4 seconds in 50 ml cup) to It can be seen that the addition of 1% water reducer by weight in cement resulted in 36% reduction in mix water. This level of water reduction is, according to literature, about the limit of what can be achieved at such high water reducer dose. Using higher doses would result in excessively delayed setting time and reduction in the compressive strength in cementitious mixes. When part of the large size fraction fly ash was substituted with smaller size fraction (predominant particle size less that 10 microns) in mix 3, further water reduction was achieved, bringing total water reduction to 41 %. This _g_ result is quite surprising, as the finer fly ash was expected to in fact increase the water demand in the mix due to its high surface area.
Although the water reducing effect of fly ash in cementitious mixes is well documented in literature, the plasticity enhancing effect of the smaller size fraction in an already plasticised cement:fly ash mixture is considered surprising given the universal rule that finer material exhibit larger surface area, leading to an increase in the water demand, needed as mechanical water coating the finer particles.
Example 1 demonstrates a means of enhancing the water reduction effect in plasticised mixes using a mineral additive with a specified size range, namely the small l0 size fraction fly ash, without resorting to overdosing with water reducer.
The result is a more durable mix with higher strength and reduced shrinkage.
Example 2: Water reduction in plasticised mixes substituting large size fraction fly ash for smaller size fraction fly ash Two mixes (total weight of solids = 1000 gm each) were mixed with water to achieve a mix viscosity in the range of 6 -10 Poise. The details of the two mixes are shown in Table 2 below.
Table 2 Mix ingredients Mix 1 Mix 2 weight, weight, gm gm Cement 300 gm 300 gm Fly ash (large size fraction)400 gm 250 gm Fly ash (small size fraction)- 150 gm Cenospheres 300 gm 300 gm Melment 15 (SI~W Chemicals)3 gm 3 gm (sulphonated melamine formaldehyde) MC 1834 Acrylic Resin (Rohm10 ml 10 ml &
Haas) Water 400 ml 325 ml Water reduction - 19%
Viscosity (Rotothinner) 6.5 Poise 8.8 Poise It can be seen that Mix 1 which was comprised of cement, fly ash and cenospheres (ceramic hollow spheres) required 400 ml of water to achieve the required viscosity (in the presence of 1% addition of Melinent F15 water reducer). The % solids in this case is 71.4%.
Mix 2, however, required only 325 ml of water to achieve a similar flowability.
Such water reduction (around 20%) was enabled by substituting part of the larger fly ash particles with a smaller size fraction (minus 10 microns in size, average size = 4 microns).The % solids in this case was increased to 75.5%.
Example 3: Water reduction in plasticised mixes - Comparison of silica to fly ash.
to Two mixes (total weight of solids =1000 gm) were mixed with water to achieve a mix viscosity of 4 - 3 seconds cup drainage time. The details of the two mixes are shown in Table 3 below.
Table 3 Mix ingredients Mix 1 Mix 2 weight, weight, gm gm Cement 300 gm 300gm Fly ash (large size fraction)500 gm 500 gm Fly ash (small size fraction)- 200 gm Silica 200 gm -Water reducer 3 gm 3 gm (sulphonated naphthalene formaldehyde) Styrene Acrylic Latex Emulsion60 ml 60 ml (56% solids) Welan Gum (Kelcocrete) 0.1 gm 0.1 gm Water 400 ml 325 ml Water reduction in plasticised- 19%
mix Viscosity (drainage time 4 seconds 4 seconds in 50 ml cup) It can be seen that Mix 1 which was comprised of cement, fly ash and silica required 400 ml of water to achieve the required viscosity (in the presence of 1 % water reducer addition). The % solids in this case is 71.4%.
Mix 2, however, required only 325 ml of water to achieve a similar flowability.
Such water reduction (around 20%) was enabled by substituting the silica with ultra fine fraction (minus 10 microns in size, average size = 4 microns).The % solids in this case was increased to 75.5%.
Exam 1p a 4: Water reduction in plasticised mixes incorporating combination of hydrated alumina and fly ash In Table 4, the water requirements for two mixes containing 1.0 % addition (by weight of cement) of a water reducer, ie sulphonated naphthalene formaldehyde, are compared.
1o Table 4 Mix ingredients Weight (Mix 1) Weight (Mix without hydrated2) alumina With hydrated alumina Cement 10000 gm 10000 gm Fly ash (large size fraction)16000 gm 16000 gm Fly ash (small size fraction)8000 gm 8000 gm Calcium Carbonate (Omyacarb 6000 gm 4000 gm Grade 40) Hydrated Alumina - 2000 gm Water reducer 100 gm 100 gm (naphthalene formaldehyde sulphonate) Welan Gum (Kelcocrete) 3 gm 3 gm Styrene Acrylic Latex Emulsion2000 ml 2000 ml (56%
solids) Water 16500 ml 12500 Water reduction in plasticised- 25%
mix, %
Viscosity (drainage time in 3.5 seconds 3 seconds 50 ml cup) It can be seen that the addition of 2000 gm of hydrated alumina in mix 2 (in substitution of calcium carbonate), resulted in a significant reduction in the water demand, ie from 16500 to 12500 ml, for the same viscosity level.
This level of water reduction (around 25% in an already heavily plasticised mix) is quite unexpected. It is also contrary to conventional water reduction trends presented in cement chemistry literature which suggest that the amount of water reduction ranges generally between 15% to 35%, and that (beyond a particular dosage) further water reduction is not possible (Concrete Admixtures Handbook by, Ramachandran, 2"a edition, page 447).
From the examples outlined above it can be seen that using a mineral additive comprising small size fraction fly ash and/or aluminous materials provide water reduction in non-plasticised cementitious mixes or additional/enhanced water reduction to in plasticised cementitious mixes containing a conventional water reducing agent. Such significant increase in water reduction between 20% and 40% will enable production of high performance cementitious mixes (lower shrinkage, higher strength, more durable), without the disadvantages of overdosing with conventional organic water reducers, ie delayed setting time, strength reduction, excessive aeration . etc.
It will be understood that the modifications or variations can be made to the aforementioned embodiments without departing from the spirit or scope of the present invention. In particular, it will be appreciated that the formulations, coatings, additives, methods and composite products of the present invention are suitable or may be adapted for use in conjunction with the methods and apparatus as described in the various 2o priority documents.
Claims (33)
1. An additive for providing a water reduction effect in a cementitious slurry comprising a plasticiser and one or both of the following mineral components:
i) fly ash having a predominant particle size of up to 10 microns;
ii) aluminous material, having a particle size of up to 150 microns, selected from the group consisting of hydrated alumina, partially hydrated alumina and unhydrated alumina.
i) fly ash having a predominant particle size of up to 10 microns;
ii) aluminous material, having a particle size of up to 150 microns, selected from the group consisting of hydrated alumina, partially hydrated alumina and unhydrated alumina.
2. An additive according to claim 1, wherein the fly ash comprises 25-60%
silica, 10-30% Al2O3, 5-25% Fe2O3 up to about 20% CaO and up to about 5% MgO.
silica, 10-30% Al2O3, 5-25% Fe2O3 up to about 20% CaO and up to about 5% MgO.
3. An additive according to claim 1 or claim 2, wherein the fly ash comprises 100 wt% based on weight of cement in the slurry.
4. An additive according to any one of the preceding claims, wherein the aluminous material comprises between 5 to 30wt% based on the weight of cement in the slurry..
5. An additive according to any one of the preceding claims, wherein the ratio of hydrated alumina to fly ash is between 1:1 and 1:10.
6. An additive according to claim any one of the preceding claims wherein the amount of plasticiser is between 0.3 and 3 wt% based on weight of the dry cement.
7. An additive according to any one of the preceding claims, wherein the cementitious slurry contains 5 to 30 wt% of fillers.
8. A cementitious slurry comprising a cement, a plasticiser, water, and a mineral additive including fly ash and one or both of the following components:
i) fly ash having a particle size of up to 10 microns, said fly ash being present in an amount of 10-30wt% based on the amount of cement in the slurry;
ii) aluminous material, having a particle size of up to 150 microns, selected from the group consisting of hydrated alumina, partially hydrated alumina and unhydrated alumina, said aluminous material being present in an amount of 5-30 wt%
based on the amount of cement in the slurry;
wherein the mineral additive is added in a quantity sufficient to provide a water reduction effect and the total amount of fly ash by weigh percentage is greater than the amount of cement.
i) fly ash having a particle size of up to 10 microns, said fly ash being present in an amount of 10-30wt% based on the amount of cement in the slurry;
ii) aluminous material, having a particle size of up to 150 microns, selected from the group consisting of hydrated alumina, partially hydrated alumina and unhydrated alumina, said aluminous material being present in an amount of 5-30 wt%
based on the amount of cement in the slurry;
wherein the mineral additive is added in a quantity sufficient to provide a water reduction effect and the total amount of fly ash by weigh percentage is greater than the amount of cement.
9. A cementitious slurry according to claim 8, wherein the fly ash comprises 60% silica, 10-30% Al2O3, 5-25% Fe2O3 up to about 20% CaO and up to about 5%
MgO.
MgO.
10. A cementitious slurry according to claim 8 or 9, wherein the ratio of hydrated alumina to fly ash is between 1:1 and 1:10.
11. A cementitious slurry according to any one of claims 8 to 10, wherein the cement is selected from the group consisting of common Portland cements, fast setting or extra fast setting cement, sulphate resisting cements, modified cements, alumina cements, high alumina cements, calcium aluminate cements and cements which contain secondary components such as fly ash, slag and the like.
12. A cementitious slurry according to any one of claims 8 to 11, wherein the cement is between 10 and 50 wt% of total dry ingredients.
13. A cementitious slurry according to any one of claims 8 to 12, wherein the amount of plasticiser is between 0.3 to 3 wt% based on weight of the dry cement.
14. A cementitious slurry according to any one of claims 8 to 13, wherein the cementitious slurry contains 5 to 30 wt% of fillers.
15. A method of reducing the water requirements of a cementitious slurry comprising adding a plasticiser together with an effective amount of one or both of the following mineral components: i) fly ash having a particle size of up to 10 microns, and ii) aluminous material, having a particle size of up to 150 microns, selected from the group consisting of hydrated alumina, partially hydrated alumina and unhydrated alumina.
16. A method according to claim 15, wherein the fly ash comprises 25-60%
silica, 10-30% Al2O3, 5-25% Fe2O3 up to about 20% CaO and up to about 5% MgO.
silica, 10-30% Al2O3, 5-25% Fe2O3 up to about 20% CaO and up to about 5% MgO.
17. A method according to claim 15 or claim 16, wherein the fly ash comprises 30-100 wt% based on weight of cement in the slurry.
18. A method according to any one of claims 15 to 17, wherein the aluminous material comprises 5 to 30 wt% based on weight of cement in the slurry.
19. A method according to any one of claims 15 to 18, wherein the ratio of hydrated alumina to fly ash is between 1:1 and 1:10.
20. A method according to any one of claims 15 to 19, wherein the cement is between 10 and 50 wt% of total dry ingredients.
21. A method according to any one of claims 15 to 20, wherein the amount of plasticiser is between 0.3 and 3 wt% based on weight of the dry cement.
22. A method according to any one of claims 15 to 21, wherein the cementitious slurry contains 5 to 30 wt% of fillers.
23. A method of improving the properties of a cementitious slurry comprising adding an effective amount of a plasticiser together with one or both of the following mineral components: i) fly ash having a particle size of up to 10 microns, and ii) aluminous material,1 having a particle size of up to 150 microns, selected from the group consisting of hydrated alumina, partially hydrated alumina and unhydrated alumina.
24. A method according to claim 23, wherein the fly ash comprises 25-60%
silica, 10-30% Al2O3, 5-25% Fe2O3 up to about 20% CaO and up to about 5% MgO.
silica, 10-30% Al2O3, 5-25% Fe2O3 up to about 20% CaO and up to about 5% MgO.
25. A method according to claim 23 or claim 24, wherein the fly ash comprises 30-100 weight percent based on weight of cement.
26. A method according to any one of claims 23 to 25, wherein the aluminous material between 5 and 30% based on weight of cement.
27. A method according to any one of claims 23 to 26, wherein the ratio of hydrated alumina to fly ash is between 1:1 and 1:10.
28. A method according to any one of claims 23 to 27, wherein the cement is selected from the group consisting of common Portland cements, fast setting or extra fast setting cement, sulphate resisting cements, modified cements, alumina cements, high alumina cements, calcium aluminate cements and cements which contain secondary components such as fly ash, slag and the like.
29. A method according to any one of claims 23 to 28, wherein the cement is between 10 and 50 wt% of total dry ingredients.
30. A method according to any one of claims 23 to 29, wherein the amount of plasticiser is between 0.3 and 3 wt% based on weight of the dry cement.
31. A method according to any one of claims 23 to 30, wherein the cementitious slurry contains 5 to 30 wt% of fillers.
32. A method according to any one of claims 23 to 31, wherein the property to be improved is one or more of setting time, workability, pumpability, bleeding during settling, resultant compressive strength and shrinkage.
33. A method according to any one of claims 23 to 32, wherein the mineral components are added to replace either partially or wholly a conventional plasticiser in the cementitious slurry.
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AUPR3475A AUPR347501A0 (en) | 2001-03-02 | 2001-03-02 | Spattering apparatus |
AUPR3476A AUPR347601A0 (en) | 2001-03-02 | 2001-03-02 | Additive for dewaterable slurry |
AUPR3474 | 2001-03-02 | ||
AUPR3474A AUPR347401A0 (en) | 2001-03-02 | 2001-03-02 | A composite product |
AUPR3477 | 2001-03-02 | ||
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AUPR3477A AUPR347701A0 (en) | 2001-03-02 | 2001-03-02 | A method and apparatus for forming a laminated sheet material by spattering |
PCT/AU2002/000240 WO2002070421A2 (en) | 2001-03-02 | 2002-03-04 | Additive for dewaterable slurry |
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CA 2439508 Abandoned CA2439508A1 (en) | 2001-03-02 | 2002-03-04 | Additive for dewaterable slurry |
CA 2439484 Expired - Lifetime CA2439484C (en) | 2001-03-02 | 2002-03-04 | Coatings for building products |
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2002
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