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Cold fusion concrete

一种混凝土、五水合物的技术，应用在混凝土材料和制造混凝土材料领域，能够解决没有教导冷融混凝土和水泥等问题

Active Publication Date: 2019-05-21
GEOPOLYMER SOLUTIONS LLC
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0016] None of the prior art references teach cold-thaw concrete and cement without the use of liquid or dry hydroxide additives as primary activators or pH adjusters

Method used

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Examples

Experimental program
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Effect test

Embodiment 1

[0062] To produce sand and cement-based materials that can be troweled or poured into place and are resistant to acids, sulfates, chlorides, and heat exposure up to 1,200 degrees Fahrenheit, reagent resistant mineral aggregates such as, but not limited to, high-grade Silica content of alluvial quartzite deposits, quarried basalt or quarried marble with a maximum aggregate size of approximately 1 / 4 inch to #200 US sieve (.0029” or 74 μm), combined in proportion to form a smooth texture veneers, and provide a maximum ply thickness to aggregate size ratio of approximately 3 to 1. This combination will result in no deviation from the line of maximum density when tested on an X / Y diagram and plotted with an increase to 0.45 force % across. Above 35%, the distribution densification level of the aggregate is increased to the maximum. In terms of mass, the combined aggregate should be about 20% (wt / wt) to 75% (wt / wt) of the mass of the final cement-based mixture including water wt). P...

Embodiment 2

[0074] To produce sand, aggregate, and cement-based materials that can be troweled or poured into place, resistant to acids, sulfates, chlorides, and brief (up to approximately 10 minutes) heat exposure of up to 2,400 degrees Fahrenheit, reagent resistant Acceptable materials such as, but not limited to, cenospheres, expanded glass, vermiculite, expanded shale, pozzolan, entrapped air, and other void-creating and lightweight filler materials are combined in proportions that create a cementitious matrix and provide maximum The layer thickness to aggregate size ratio was about 3 to 1. This combination, when examined on an X / Y diagram and plotted at increasing 0.45 force % crossings, will result in deviations from the line of maximum density of up to 35%, increasing the level of densification of the aggregate distribution to a maximum. In terms of mass, the combined aggregate should be from about 5.0% (wt / wt) to about 40% (wt / wt) of the mass of the final cement-based mixture incl...

Embodiment 3

[0086] To produce cementitious mortar materials that can be troweled or poured into place and are resistant to various acids, but especially hydrofluoric acid. Cement-based materials should include at least one of fly ash (Class C or F) and granulated blast furnace slag (GGBFS), alone or in combination, depending on the strength, volume change, carbonation and The rheological behavior is added in variable concentrations up to a mass concentration in the range of a maximum of 65% (wt / wt), typically about 10% (wt / wt) to about 65% (wt / wt). Each of the fly ash concentration and granulated blast furnace slag fines (GGBFS) concentration in the mixture should be selected by balancing the mass and volumetric amounts of each in the mixture design until the properties meet project-specific requirements.

[0087] Cement-based materials should include sodium or potassium metasilicate and / or sodium or potassium metasilicate pentahydrate in variable concentrations depending on the strength,...

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Abstract

A cold fusion concrete formulation including a mixture of water, silicon based mineral aggregates acting as a filler material; sodium or potassium metasilicate / pentahydrate acting as an activator; waste from steel production including Granulated Ground Blast Slag acting as a cementitious ingredient; high calcium or low calcium waste from coal combustion (fly ash or bottom ash) acting as a cementitious ingredient; sodium tetraborate, sodium citrate dihydrate, citric acid, or boric acid acting as set-time retarders; strengthening agents including including calcium, potassium, magnesium, sodium,or aluminum hydroxides; attapulgite, kaolin, red, or other fine grained, high alumino silicate containing clay, for increasing the silicon and alumino-silicate concentration and associated strength; aprotein or synthetic protein material to form a weak covalent bond with the hydroxides and silicates, for the purpose of maintaining a consistent volume during the curing process; and a pollinated fern oil to reduce water content of the mixture and decrease viscosity.

Description

[0001] Cross References to Related Applications [0002] This application claims priority to US Nonprovisional Patent Application No. 15 / 228,781, filed August 4, 2016, which is hereby incorporated by reference in its entirety. technical field [0003] The present invention relates to concrete materials and methods of making concrete materials that do not require heating or other special curing processes to produce various building materials. More specifically, the present invention relates to products and methods for their production that, unlike Portland cement and typical Geopolymer cements, significantly reduce the production of carbon dioxide and other greenhouse gases during production. Most particularly, the present invention relates to cold blend concrete and cement without the use of liquid or dry hydroxide additives as primary activators or pH adjusters. Background technique [0004] Cement and concrete formulations used in various industries, such as construction,...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B24/08C04B28/00C04B28/02C04B28/08
CPCC04B28/006C04B28/02C04B2103/65C04B24/08C04B28/08Y02W30/91C04B12/04C04B14/06C04B14/10C04B14/108C04B14/14C04B14/202C04B14/24C04B14/28C04B14/285C04B14/303C04B16/0616C04B18/06C04B18/082C04B18/141C04B18/146C04B22/0013C04B22/062C04B22/064C04B22/066C04B24/06C04B24/14C04B14/102C04B2103/22C04B14/106C04B14/045C04B14/047C04B14/48C04B16/0691C04B18/065C04B18/08C04B18/142C04B24/2623C04B28/04C04B40/0032C04B2111/00017C04B28/00C04B22/08C04B28/26Y02P40/10C04B14/22C04B16/0641C04B2111/00448C04B2111/2015C04B2111/23C04B22/14
Inventor R·朱布罗德M·格哈特
Owner GEOPOLYMER SOLUTIONS LLC
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