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Anti-explosion high-temperature-resistant concrete and preparation method of same

A technology of concrete and mixed materials, applied in the field of concrete, can solve the problems of high brittleness, poor impact resistance, and low bending strength of concrete, and achieve the effects of good explosion resistance, high compression resistance, and simple and feasible preparation methods

Inactive Publication Date: 2018-03-02
GUANGZHOU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In view of the fact that my country's industrial and civil facilities are currently facing disasters such as explosions and fires, and concrete itself has defects such as high brittleness, poor impact resistance, low flexural strength, and poor fire resistance, there is an urgent need for high-strength industrial and Civil Concrete Protective Material

Method used

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  • Anti-explosion high-temperature-resistant concrete and preparation method of same
  • Anti-explosion high-temperature-resistant concrete and preparation method of same
  • Anti-explosion high-temperature-resistant concrete and preparation method of same

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0020] The anti-explosion and high-temperature anti-explosion concrete of this embodiment is uniformly compounded by various components. The components by mass percentage are: 37.1% Portland cement (Jidong Dunshi 52.5R cement, specific surface area 450m 2 / kg, apparent density 3.14g / cm 3 ), aggregates include river sand and silica sand, of which 10.4% are quartz river sand (density 2.71g / cm 3 , fineness modulus 2.4), 28.3% silica sand (all particle sizes are less than 0.5mm, density 2.65g / cm 3 ), 9.4% mixed material (SiO 2 The mass ratio accounts for 68%, CaO accounts for 12%, SO 3 Accounting for 17%), 8.3% of water, the powder in the superplasticizer (polycarboxylate high-performance superplasticizer, solid content of 24%) is 0.7% of the total mass of the cementitious material, steel fiber (density 7.80g / cm 3 , diameter 0.22mm, length 15mm, tensile strength 2850MPa) volume content is 2%, organic fiber (polypropylene fiber (PP fiber), melting point 173 ℃, length 15.0mm, de...

Embodiment 2

[0025] The anti-explosion and high-temperature anti-explosion concrete of this embodiment is uniformly compounded by various components. Each component by mass percentage is: 57% ordinary portland cement (42.5 cement, specific surface area 430m 2 / kg, apparent density 3.12g / cm 3 ), 26.8% silica sand aggregate (40% with particle size less than 0.15mm, density 2.87g / cm 3 ), 4.1% mixed material (SiO 2 The mass ratio accounts for 40%, CaO accounts for 24%, SO 3 Accounting for 34%), 10.9% of water, water reducer (polycarboxylate high-performance water reducer powder) accounts for 2% of the total mass of cementitious materials, carbon fiber (tensile strength up to 5000MPA, length 20mm, diameter 0.15 mm, density 1.8g / cm 3 ) volume content is 1.0%, organic fiber (polypropylene fiber, melting point 165 ℃, length 20.0mm, density 0.90g / cm 3 ) volume dosage is 0.3%, and the silicone defoamer dosage is 0.25% of the total mass of the gelling material. The raw materials of the concrete...

Embodiment 3

[0030] The anti-explosion and high-temperature anti-explosion concrete of this embodiment is uniformly compounded by various components. Each component by mass percentage is: 30.9% Portland cement (42.5 cement, specific surface area 435m 2 / kg, apparent density 3.12g / cm 3 ), aggregates include lime sand and silica sand, of which 32.6% lime sand (density 2.50g / cm 3 , the particle size range is 0.15-3.0mm), 15.5% silica sand aggregate (60% of the particle size is less than 0.15mm, and the density is 2.65g / cm 3 ), 5.0% mixed material (SiO 2The mass ratio accounts for 54%, CaO accounts for 16%, SO 3 Accounting for 25%), 6.2% of water, water reducer (naphthalene series high-performance water reducer, solid content 28%) powder accounts for 0.73% of the total mass of cementitious material, steel fiber (tensile strength up to 3200MPA, length 24mm , diameter 0.18mm, density 7.8g / cm 3 ) volume content is 3%, organic fiber (polypropylene fiber, melting point 165 ℃, length 24.0mm, de...

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Abstract

The invention provides anti-explosion high-temperature-resistant concrete including, by mass, 21-57% of cement, 25-65% of an aggregate, 2-28% of a blend material, 0.2-20% of high-tensile-strength fibers, 0.05-1.1% of organic fibers, 0.04-1.2% of a water reducer metered on the basis of solid content, 0.004-1.2% of a defoamer, and 3-14.3% of water. The concrete has excellent anti-explosion, anti-impact and high-temperature-resistant property, has high compression resistance, bending resistance and flexural resistance, and can be applied to industrial and civil facilities as a protective material.

Description

technical field [0001] The invention relates to concrete, especially an explosion-resistant and high-temperature resistant concrete for industrial and civil use, and also relates to a preparation method of the concrete. Background technique [0002] Since the 1980s, violent terrorist attacks have occurred frequently, and embassies, airports, parking lots, stadiums, dams, etc. have all become targets of bombing attacks. According to statistics, among the terrorist bombings that occurred in the United States from 1980 to 1999, 96% of the bombings targeted civilian facilities. In addition, industrial and civil facilities are also facing hazards such as explosions caused by flammable and explosive solids, liquids, and gases. At the same time, fires caused by explosions, as well as building fires in modern large-scale and dense industrial and civil facilities, collapsed due to high-temperature bursts, and reports of huge human and economic losses are not uncommon. At present, h...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B28/02C04B28/00C04B111/20
CPCC04B28/00C04B28/021C04B28/04C04B28/082C04B2111/20C04B14/068C04B14/06C04B40/0039C04B24/24C04B14/48C04B16/0633C04B24/42C04B14/386C04B2103/302
Inventor 孙蓓焦楚杰
Owner GUANGZHOU UNIVERSITY