Ultrahigh-toughness concrete and a preparing method thereof

A technology of ultra-high toughness and concrete, applied in structural elements, building components, buildings, etc., can solve the problems of affecting the service life of concrete structures, reducing the durability of concrete, and low compressive elastic modulus, achieving strong acid and alkali resistance, reducing Porosity, effect of improving impermeability

Active Publication Date: 2017-10-24
INNER MONGOLIA UNIV OF SCI & TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

In this patented technology, we use different types of monomers or oligonucleotides called initiators that create networks made up of specific molecules attached together through ionizable interactions between them. These networks help increase flow properties for liquids like hydraulic bindings without causing cracks over longer periods of times compared to traditional methods such as adding plaster before casting it. Additionally, these networks also contain silicon oxane (SiO2) nanoparticles added onto their surfaces, providing protection against corrosion caused by various substances present within the liquid being casted. Overall, these technologies enhance the quality control of poured concretes and provide improved structural integrity under harsh environments.

Problems solved by technology

This patented technical problem addressed by this patents relates to improving the quality control over concretes used in construction projects during their production process. Specifically, it addresses issues related to cracks caused due to environmental factors such as temperature changes, moisture content differences between batches, pressure applied when filling them into forms (concrete), and impact on the structure's integrity after curing.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0020] A kind of ultra-high toughness concrete, prepared from the following components by weight:

[0021] 380 parts of cement, 150 parts of slag powder, 250 parts of fly ash, 200 parts of quartz sand, 13 parts of bamboo phenolic alcohol liquefied resin, 13 parts of polypropylene resin, 0.5 parts of carboxymethyl cellulose, 23 parts of core-shell acrylic elastic emulsion, 5 parts of chemical resistance modifier, 14 parts of bamboo fiber, 2.5 parts of nano-silicon particles, 7 parts of nano-calcium carbonate, 3 parts of anionic polyacrylamide, 3.7 parts of polydimethyldiallylammonium chloride, polyethylene glycol 0.4 parts of alcohol acrylate, 20 parts of acrylic emulsion, 3 parts of high-strength imitation steel wire fiber, 4 parts of CFRP tendon, and 190 parts of water.

Embodiment 2

[0023] A kind of ultra-high toughness concrete, prepared from the following components by weight:

[0024] 580 parts of cement, 170 parts of slag powder, 380 parts of fly ash, 400 parts of quartz sand, 15 parts of bamboo phenolic alcohol liquefied resin, 18 parts of polypropylene resin, 1.5 parts of carboxymethyl cellulose, 47 parts of core-shell acrylic elastic emulsion, 10 parts of chemical resistance modifier, 18 parts of bamboo fiber, 8.5 parts of nano-silicon particles, 13 parts of nano-calcium carbonate, 5 parts of anionic polyacrylamide, 8.3 parts of polydimethyldiallylammonium chloride, polyethylene glycol 1 part of alcohol acrylate, 30 parts of acrylic emulsion, 6 parts of high-strength imitation steel wire fiber, 8 parts of CFRP reinforcement, and 270 parts of water.

Embodiment 3

[0026] A kind of ultra-high toughness concrete, prepared from the following components by weight:

[0027] 480 parts of cement, 160 parts of slag powder, 315 parts of fly ash, 300 parts of quartz sand, 14 parts of bamboo phenolic alcohol liquefied resin, 15.5 parts of polypropylene resin, 1 part of carboxymethyl cellulose, 35 parts of core-shell acrylic elastic emulsion, 7.5 parts of chemical resistance modifier, 32 parts of bamboo fiber, 5.5 parts of nano-silicon particles, 10 parts of nano-calcium carbonate, 4 parts of anionic polyacrylamide, 6 parts of polydimethyldiallylammonium chloride, polyethylene glycol 0.7 parts of alcohol acrylate, 25 parts of acrylic emulsion, 4.5 parts of high-strength imitation steel wire fiber, 6 parts of CFRP tendon, and 230 parts of water.

[0028] The embodiment of the present invention also provides a preparation method of ultra-high toughness concrete, comprising the following steps:

[0029] S1. Weigh each component according to the formu...

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Abstract

Ultrahigh-toughness concrete and a preparing method thereof are disclosed. The concrete is prepared from, by weight, 380-580 parts of cement, 150-170 parts of slag powder, 250-380 parts of fly ash, 200-400 parts of quartz sand, 13-15 parts of bamboo wood phenolic alcohol liquified resin, 13-18 parts of polypropylene resin, 0.5-1.5 parts of carboxymethylcellulose, 23-47 parts of core-shell acrylic acid elastic emulsion, 5-10 parts of a chemical-resistant modifier, 14-18 parts of bamboo fibers, 2.5-8.5 parts of nanometer silicon particles, 7-13 parts of nanometer calcium carbonate, 3-5 parts of anionic polyacrylamide, 3.7-8.3 parts of poly(diallyldimethylammonium chloride), 0.4-1 part of poly(ethylene glycol) acrylate, 20-30 parts of an acrylic emulsion, and the like. The ultrahigh-toughness concrete has high tensile strength, high compressive strength, ultrahigh ductility, good energy consumption capacity and good elastic modulus.

Description

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Claims

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Application Information

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Owner INNER MONGOLIA UNIV OF SCI & TECH
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