Coarse-aggregate-containing C220-strength-grade ultrahigh-performance fiber concrete and preparation method

A fiber reinforced concrete, strength grade technology, applied in climate sustainability, sustainable waste treatment, solid waste management, etc., can solve problems such as poor deformation resistance, limitations, etc. cracked effect

Active Publication Date: 2017-10-24
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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Problems solved by technology

[0005] In the existing research, the ultra-high performance concrete containing coarse aggregate is obviously brittle and has poor deformation resistance, which limits the application of this type of concrete in actual engineering. On the basis of p

Method used

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  • Coarse-aggregate-containing C220-strength-grade ultrahigh-performance fiber concrete and preparation method

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preparation example Construction

[0052] A kind of preparation method of the ultra-high-performance fiber concrete of the C220 intensity grade that the present invention contains coarse aggregate, comprises the following steps:

[0053] 1) Add 11.5 parts of activator and 2.9 parts of defoamer into water with a total water content of 25% and record it as aqueous solution 1. Disperse 15.5 parts of water reducer and 48 parts of hydroxyl modified carbon nanotubes Liquid and 50 parts of graphene oxide dispersions are added to the water of 50% of total water content, denoted as aqueous solution 2;

[0054] 2) Add 750 parts of fine aggregate (the mass ratio of river sand to quartz sand is 6:4), 900 parts of gravel, 1.7 parts of cellulose fiber and 78 parts of copper-coated microwire steel fiber into the mixer in sequence , stir evenly for 3-5min;

[0055] 3) Then, add 545 parts of cement, 72 parts of fly ash, 65 parts of rice husk ash, and 140 parts of silica fume in sequence, and add the aqueous solution 1 prepared...

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Abstract

The invention discloses coarse-aggregate-containing C220-strength-grade ultrahigh-performance fiber concrete and a preparation method. The concrete is composed of, by mass, 545 parts of cement, 63 parts of water, 900 parts of rubble, 750 parts of fine aggregate, 72 parts of coal ash, 65 parts of rice husk ash, 140 parts of silicon ash, 15.5 parts of water reducer, 11.5 parts of excitant, 1.7 parts of cellulosic fiber, 78 parts of steel fiber, 48 parts of hydroxyl modified carbon nanotube dispersion, 50 parts of oxidized graphene dispersion and 2.9 parts of defoamer. The concrete prepared by the method has high toughness and durability and has high binding strength with section steel, compressive strength reaches 224.31MPa, bending strength reaches 47.45MPa, splitting tensile strength reaches 22.37MPa, the binding strength with the section steel reaches 8.92MPa, and chlorion anti-permeation grade reaches VI grade. When the concrete is used in a section steel and concrete combined structure, cooperative working performance between the section steel and the concrete can be brought into play effectively, and the defects that the section steel and the concrete are poor in binding performance and respective mechanical performance of the section steel and the concrete cannot be brought into full play are made up.

Description

technical field [0001] The invention belongs to the field of new building materials, and is a high-strength, high-toughness and high-durability superhigh-strength building material containing coarse aggregate mixed with rice husk ash, cellulose fiber, steel fiber, modified carbon nanotube and graphene oxide. The performance concrete particularly relates to an ultra-high-performance fiber concrete with high toughness and a C220 strength grade containing coarse aggregate and a preparation method thereof. Background technique [0002] Ordinary concrete and cement-based materials have low tensile strength and poor toughness, and a large number of microcracks will be generated during hardening or under external loads, making Cl - , SO 4 2- and other harmful ions and CO 2 Harmful gases such as gas invade the interior of the concrete, accelerate the erosion of the concrete structure, seriously affect the durability of the concrete or cement-based composite structure, and reduce ...

Claims

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Application Information

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IPC IPC(8): C04B28/04C04B20/02C04B14/48C04B14/02C04B18/10C04B16/02C04B111/20
CPCC04B20/023C04B28/04C04B2111/20C04B2201/52C04B2201/50C04B14/14C04B14/068C04B14/06C04B18/08C04B18/101C04B18/146C04B2103/302C04B12/04C04B24/122C04B18/24C04B14/48C04B14/026C04B14/024C04B2103/50C04B28/02Y02W30/91C04B18/06
Inventor 郑山锁宋明辰董方园张艺欣郑捷郑淏张晓辉牛丽华曹琛郑跃黄威曾蔡永龙
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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