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A kind of C250 strength grade ultra-high performance fiber concrete containing coarse aggregate and its preparation method

A fiber reinforced concrete, strength grade technology, applied in the direction of climate sustainability, sustainable waste treatment, solid waste management, etc., can solve the problems of limitation, poor resistance to deformation, etc. Effects of Fracture Toughness and Deformability

Active Publication Date: 2019-11-26
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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  • Abstract
  • Description
  • Claims
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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 performance, improve the strength of concrete and greatly improve the toughness of concrete, and prepare ultra-high performance fiber concrete with compressive strength above 200MPa, containing coarse aggregate, high toughness and ultra-high durability

Method used

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  • A kind of C250 strength grade ultra-high performance fiber concrete containing coarse aggregate and its preparation method

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preparation example Construction

[0052] A kind of preparation method of the C250 intensity grade ultra-high performance fiber concrete containing coarse aggregate of the present invention, comprises the following steps:

[0053] 1) Add 12 parts of activator and 3.0 parts of antifoaming agent into 25% water of the total water amount in parts by mass, which is recorded as aqueous solution 1, and 17 parts of water reducer, 55 parts of hydroxyl modified carbon nanotubes Dispersion liquid and 58 parts of graphene oxide dispersion liquids are added in the 50% aqueous solution of total water, denoted as aqueous solution 2;

[0054] 2) Add 810 parts of fine aggregate (the mass ratio of river sand to quartz sand is 6:4), 870 parts of gravel, 1.6 parts of cellulose fiber and 85 parts of copper-coated microwire steel fiber into the mixer in sequence , stir evenly for 3-5min;

[0055] 3) Then, add 596 parts of cement, 70 parts of fly ash, 65 parts of rice husk ash, and 168 parts of silica fume in sequence, then add the ...

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Abstract

The invention discloses a C250 strength grade ultra-high performance fiber concrete containing coarse aggregate and a preparation method thereof. The mass parts of the concrete are as follows: 596 parts of cement, 60 parts of water, 870 parts of gravel, and 810 parts of fine aggregate 70 parts of fly ash, 65 parts of rice husk ash, 168 parts of silica fume, 17 parts of water reducer, 12 parts of activator, 1.6 parts of cellulose fiber, 85 parts of steel fiber, 55 parts of hydroxyl modified carbon nanotube dispersion Parts, 58 parts of graphene oxide dispersion liquid, 3.0 parts of defoamer. The prepared concrete has high toughness and durability, and has a high bond strength with the steel, with a compressive strength of 263.81MPa, a flexural strength of 51.49MPa, and a splitting tensile strength of 25.57MPa. The bonding strength reaches 10.76MPa, and the chloride ion impermeability level reaches level VI. Used in steel-concrete composite structures, it can effectively exert the synergistic performance between steel and concrete, make up for the poor bonding performance of steel and concrete, and the inability to give full play to their respective mechanical properties.

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 a C250 strength grade ultra-high performance fiber concrete with high toughness 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 the ser...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04C04B111/20C04B111/34
CPCC04B28/04C04B2111/00017C04B2111/20C04B2111/343C04B2201/10C04B2201/50C04B14/02C04B14/06C04B18/08C04B18/101C04B18/146C04B22/00C04B22/062C04B24/122C04B18/24C04B14/026C04B14/024C04B24/32C04B14/48C04B20/0076C04B20/0048C04B2103/302C04B2103/50C04B20/0008C04B28/02C04B2201/52Y02W30/91C04B20/023C04B12/04C04B18/06
Inventor 郑山锁董方园董立国阮升郑捷宋明辰秦卿荣先亮张晓辉左河山李强强刘巍
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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