Mixture for production of cellular concrete |
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IPC classes for russian patent Mixture for production of cellular concrete (RU 2338712):
Composition for production of heat-insulating material / 2327672
Composition for the production of a heat-insulating material includes, % weight: high-modulus liquid glass 20-45, clay raw material 20-60, reinforcement additive 1-3, foaming agent 1-5, water, and, additionally, at least one oxide of a group II-IV metal 0.5-30. As the clay raw material, clay from the group of Afoninskoye, Bogorodskoye, Mordovskoye, Berlinskoye, and Vesselovskoye deposits and the "ПГСОЛ" clay (GOST 2542-81) is used, and a composition containing the following components (% weight) is used as the foaming agent: aluminium powder (active or passivated powder) 10-20; carboxymethyl cellulose 0.01-0.4; barium oxide 0-0.1; chromium potassium alum 0.02-0.03; water 80-90.
Composition for production of gas expanded concrete / 2327671
Composition for the production of gas expanded concrete contains the following components, % weight: cement 15-50, crushed basalt with a particle size of 1.0-2.0mm 31-42, aluminium powder 0.10-0.45, caustic soda 0.05-0.45, water being the remaining.
Crude mixture for making aerocrete with high strength characteristics / 2326097
Invention pertains to production of aerated concrete without autoclave hardening and can be used for making construction materials. The crude mixture for making aerocrete consists of the following components with the given percentage mass ratios: 27.5-29.1% portland cement; 34.9-38.5% flue-ash; 1.67-1.77% gypsum building plaster; 0.13-0.145% aluminium powder; 0.13-0.145% Taiga detergent; 1.8-1.9% microsilica; 0.110-0.116% calcium chloride; water constitutes the remaining percentage.
Crude mixture for making aerocrete with low average density / 2326096
Invention pertains to production of aerated concrete without autoclave hardening and can be used for making construction materials. The crude mixture for making the aerocrete consists of the following components with the given percentage mass ratios: 27.5-29.1% Portland cement; 34.9-38.5% flue-ash; 1.67-1.77% gypsum building plaster; 0.13-0.145% aluminium powder; 0.13-0.145% Taiga detergent; 0.35-0.38% NaOH alkali; water constitutes the remaining percentage.
Complex addition / 2323906
Complex addition includes calcium chloride, natrium and kalium and natrium sulphate, kalium and iron, technical lignosulphonate and amine, contains as amine 20-25 mass.h. triethanolamine and 12-14 mass.h. carbide and additionally the cube rest of natural synthesis of production 1,4-butandiol, polyvinyl pyrrolidone, γ - butyrolactona, rectification of methylpyrrolidone and regeneration of monoethanolamine with the following ratio, mass %: the mentioned chloride 30-65, the mentioned sulfide 10-35, technical lignosulphonate 3-20, amine 5-40, the mentioned cube rest of natural synthesis 0.5-3.
 Raw mixture for manufacturing cellular concrete / 2312845
Invention proposes a raw mixture for manufacturing cellular concretes comprising the following components, wt.-%: gypsum binding agent, 62-70; monocalcium phosphate, 1.4-2.0; calcium chloride, 0.8-1.2; aluminiferous cement, 5-7, and water, the balance. Invention provides enhancing strength of cellular concretes.
Dry mix for manufacture of non-autoclave aerated concrete and a process for preparing it / 2304127
Invention relates to fabrication of products from cellular concrete and can be applied at cellular concrete product plants and in cast-in-place construction for filling canals and hollows in masonries as well as for manufacturing heat-retaining slabs. Dry mix additionally containing textile cord is composed of, wt %: Portland cement 40.1-45.8, lime 8.1-9.2, ground sand 41.3-48.0, textile cord 3.5-8.5, and aluminum powder 0.210-0.214. In a non-autoclave aerated concrete manufacturing process including preparing raw mix, molding paste, and ageing, preparing raw mix is accomplished through jointly grinding ground sand and aluminum powder on ball mill followed by adding cement, lime, and textile cord to the mill and performing additional grinding. Thus obtained dry aerated concrete mix is charged into mixer, mixed with ashes, and allowed to stand until complete swelling is attained. Resulting mix is poured to required hollow.
 Mixture for producing gas concrete / 2304126
Mixture for producing gas concrete with increased content of gypsum dihydrate contains, mass %: water, 23 - 38; Portland cement, 7 - 14; quick lumpy lime, 7 - 14; ground quartz sand, 38 - 51; aluminum dust, 0.03 - 0.12; surface active additives, 0.001 - 0.006; gypsum dihydrate, 1 - 1.5.
 Cellular concrete mix and method of preparation of such mix / 2303021
Proposed cellular concrete mix may be used for manufacture of heat-insulating materials working at temperature of 800-1200C. Proposed mix contains the following components, mass-%: portland cement, 16-25; lime, 6-10; coal tar ash, 16-25; aluminum powder, 0.18-0.36; carboxymethyl cellulose, 0.17-0.25; alsulfate, 0.18-0.28; water glass, 0.45-0.6; calcium chloride, 0.2-0.4; tripolite, 4-5.5; polyvinyl acetate dispersion, 8-10; the remainder being water. Method proposed for preparation of cellular concrete mix includes mixing of components in turbulent mixer at simultaneous introduction of compressed air at pressure of 1-3 atm through microporous material placed in zone of maximum turbulence of mix, pouring the mix into mold; mixture of portland cement, lime, tripolite and coal tar ash is preliminarily subjected to activation in the process activation plant made in form of pipe mounted at angle of 30-35° for passage of mix through activation zone during 1.5-2 min; this pipe is loaded with mix containing ferromagnetic particles which is to be ground and powerful revolving magnetic field is induced; coal tar ash is additionally ground to specific surface of 4500-5000 cm2/g; then, mixture thus obtained, alkyl sulfate, carboxymethyl cellulose, polyvinyl acetate dispersion and water are being mixed in turbulent mixer for 3-5 min, after which aluminum powder and calcium chloride are introduced and additional mixing is performed for 0.5 min. Mix poured into mold is heated to temperature of 100C for 1.5 h.
Raw mix for cellular concrete / 2301785
Proposed mix contains the following components, mass-%: Portland cement, 32-42; albitephirous powder, 22-32; ground lime, 3.4-3.8; aluminum powder, 0.046-0.050; the remainder being water.
Composition for production of heat-insulating material / 2327672
Composition for the production of a heat-insulating material includes, % weight: high-modulus liquid glass 20-45, clay raw material 20-60, reinforcement additive 1-3, foaming agent 1-5, water, and, additionally, at least one oxide of a group II-IV metal 0.5-30. As the clay raw material, clay from the group of Afoninskoye, Bogorodskoye, Mordovskoye, Berlinskoye, and Vesselovskoye deposits and the "ПГСОЛ" clay (GOST 2542-81) is used, and a composition containing the following components (% weight) is used as the foaming agent: aluminium powder (active or passivated powder) 10-20; carboxymethyl cellulose 0.01-0.4; barium oxide 0-0.1; chromium potassium alum 0.02-0.03; water 80-90.
The method of obtaining aluminum gasifier for the production of porous concrete / 2194029
The invention relates to the metallurgy of aluminium, more specifically to the field of production of gas developing agents, consisting of a mixture of aluminum particles with a liquid phase containing a surfactant, in particular hydrophilic additives
 Method of recycling salt slag aluminum production / 2181708
The invention relates to a method of processing slag melting of aluminium and its alloys, as well as technologies for the production of building materials, in particular to a technology for production of gas developing agents for cellular concrete
 Aqueous aluminum paste / 2138458
The invention relates to powder metallurgy, building materials, in particular to the composition of the gas developing agents for the production of aerated concrete, polsacie other inorganic compounds, as well as water aluminum pigments used in the paint industry
 The gasifier to polsacie concrete mixes / 2130907
The invention relates to the construction materials industry and relates to improvements in the composition of the blowing agent to polsacie concrete mixes, such as cellular concrete
 The gasifier to polsacie concrete mixes / 2110494
The invention relates to chemistry, in particular to construction materials, namely, pasty compositions of gas developing agents of concrete mixes
 The method of preparation of the gasifier to polsacie concrete mixes / 2109707
The invention relates to chemistry, in particular to construction materials, namely, pasty compositions of gas developing agents for polsacie concrete mixes
 Concrete mix / 2107049
The invention relates to a protective concrete, mostly from ionizing radiation, as well as concrete preservatives, used as a curing mixtures when installing the protective cover when the concreting of radiation-dangerous objects
Hydroreactive mixture / 2338684
Hydroreactive mixture contains industrial aluminium ACD-1 powder and aluminium nanopowder with particle size of 70÷120 nm, as well as an activating additive in form of granular sodium hydroxide with the following ratio of components, in wt %: industrial ACD-1 powder 67÷79, aluminium nanopowder 30÷14, sodium hydroxide 3÷7.
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FIELD: construction. SUBSTANCE: mixture for production of cellular concrete, which contains cement or cement and filler, water and dry cellulating mixture. Dry cellulating mixture contains the following components, wt %: carbonic nanostructures - 0.7; caustic soda - 3.3; plastifier - 6.6; gasifier - 24; quicklime and/or slaked lime, and/or chlorinated lime, and/or chalk - 65.4. Dry cellulating mixture makes 0.35-1.5% from cement mass. EFFECT: increase of plastic strength and concrete volume with simultaneous reduction of material density. 1 tbl
The invention relates to the construction materials industry, and in particular to compositions for the production of non-autoclaved aerated concrete, and can be used in the manufacture of products for construction purposes and in monolithic construction. Famous raw mix for the production of aerated concrete containing Portland cement, lime, aluminum powder, calcium chloride and water (RU patent No. 1491857, CL SW 38/02. publ. 1989). The disadvantage of this mixture is the complexity of the regulation of the process of structure formation crystallohydrate compounds due to the absence of plasticizer, which affects the physico-mechanical properties of cellular concrete. Known dry mix for the production of aerated concrete containing cement or cement and filler, water, and a pore-forming mixture comprising a plasticizer contains the specified dry pore-forming mixture composition, wt.%: cement 70, the aluminum powder pigment 12, powder water-soluble aluminum 12, cold-resistant plasticizer 2, water 4, number 0,3125 a 1.25% by weight of cement (RU patent No. 2253637, CL SW 38/02). The disadvantage of this mixture is the absence of substances which would stabilise the porous structure at the stage of curing aerated concrete, which would increase the porosity of the material. The objective of the invention is to increase plastic PR is knosti and the increase in volume of concrete while reducing the density of the material due to the regulation of pattern formation. This object is achieved in that the composition for the production of cellular concrete contains cement or cement and filler, water and dry pore-forming mixture comprising a plasticizer and a blowing agent. Dry pore-forming mixture further comprises carbon nanostructures, caustic soda and lime and/or slaked lime and/or lime, chlorine, and/or chalk, in the following ratio, wt.%: carbon nanostructures - 0,7; caustic soda - 3,3; plasticizer - 6,6; gasifier - 24; unslaked lime and/or slaked lime and/or lime, chlorine, and/or chalk 65,4. Dry pore-forming mixture is 0.35 to 1.5% by weight of cement. The proposed mixture for the production of cellular concrete provides the increase in non-autoclaved aerated concrete natural setting while reducing material density, and proliferation of plastic strength and regulation of pattern formation in the process of hardening of the material. Ground chalk introduced into the composition comes into physico-chemical interaction with lime hydrolysis elite and the companies in the cement and lime, is additionally introduced, forming with it an additional number of high-strength slightly basic of calcium hydro, strengthening structure of cement stone and porous concrete the whole. Introduction to the mixture an additional amount of lime and/or chalk is made from the calculation of the maximum binding of aluminate and allmaterial calcium cement ettringite and its stabilization in time. To prevent the collapse of ettringite at an early stage of hardening of non-autoclaved aerated concrete ambient temperature should not be above 60°C. the Resulting ettringite causes expansion of emerging cement, shrinkage compensating. As the filler used sand for construction works, which increased the weight and strength of non-autoclaved aerated concrete. As the plasticizer used Superplasticizer C-3, which can further reduce the amount of mixing water without reducing the mobility of the mixture, which gives a significant increase in the strength of non-autoclaved aerated concrete and improvement of all its other properties. The introduction of blowing agent in the structure of the composition creates a hollow area in the form of bubbles with air, carbon metal-containing nanostructures serve as a scaffold for the formation of crystalline hydrates of the cement, i.e. strengthen the walls of hollow areas. The walls of the bubbles become stronger and shrinkage, and increase the insulating properties. To obtain dry pore-forming socioconsult the following materials: filler sand for construction work according to GOST 8736-93; the blowing agent is aluminum powder brands PAP-1 and PAP-2 - according to GOST 5494; quicklime calcium - according to GOST 9179; the slaked lime calcium - according to GOST 9179; lime chlorine - according to GOST 19433; chalk ground - according to GOST 17498; plasticizer - superplasticizer C-3 on THE other 6-14-625; caustic soda - according to GOST 2263; carbon nanostructures. Production of carbon nanostructures have been synthesized from hydrocarbon condensed materials (aromatic hydrocarbons or polymers containing functional group), low-energy method of carbonization in the gel matrix (Patent RU №2221744 from 2002.04.08). For the production of non-autoclaved aerated concrete using dry pore-forming mixture, cement, water and a filler such as sand. As the binder is Portland cement brands HRC 400, 500 D0-20. Changing the ratio of components and volaterrae condition, you can widely change the density of the resulting cellular concrete: when the density of 400-600 kg/m3- thermal insulation; when the density of 600-900 kg/m3- structural thermal insulation; when the density 900-1600 kg/m3- construction. The specified dry pore-forming mixture is added to the solution in amounts of from 0.35 to 1.5% by weight of cement. A mixture of DL is the production of aerated concrete is prepared by mixing the components in the following sequence: water, filler, cement, dry pore-forming mixture, in the following ratio, wt.%: carbon nanostructures - 0,7; caustic soda - 3,3; plasticizer - 6,6; the gasifier 24; unslaked lime and/or slaked lime and/or lime, chlorine, and/or chalk 65,4. Volaterrae ratio in the raw material mixture is 0.5 to 0.8, with an average density of cellular concrete 400...1600 kg/m3; the temperature of the mixing water 20±5°C. the Time of mixing the components of the mixture 15-25 min before the introduction of the dry pore-forming mixture and 1...2 min - with a pore-forming mixture after its introduction. After the expansion of the molded product or the monoliths harden under natural conditions. Comparative data on known and proposed raw mixtures for the production of aerated concrete and its properties are given in the table.
Thus, it is seen that the application of the composition can increase the amount of steam formation in comparison with the known composition, therefore, improve sound and thermal insulation properties of the material. A significant advantage of non-autoclaved aerated concrete manufactured from the composition, is the reduced energy and the intensity of its production due to the complete elimination of traditional (apogrebnoi) heat-moisture treatment (autoclave, steaming, heating up, exposure and other species). Separate cooking dry pore-forming mixture provides along with the specific composition of the mixture of simplicity and availability of manufacturing foam ball the East concrete and allows to extend the term of its production and use in construction. We offer dry pore-forming mixture for the manufacture of construction products made of non-autoclaved aerated concrete allows to increase the strength up to the level of the best examples of aerated concrete domestic and foreign production; to reduce the average density, to minimize and even eliminate moisture and carbonizing shrinkage and significantly improve the performance properties due to the sharp reduction in capillary porosity. The mixture for the production of aerated concrete containing cement or cement and filler, water and dry pore-forming mixture comprising a plasticizer, a blowing agent, characterized in that the pore-forming mixture further comprises carbon nanostructures, caustic soda and lime and/or slaked lime and/or lime, chlorine, and/or chalk in the following ratio, wt.%:
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