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Ultra-high performance concrete with high fiber dispersion and orientation and its preparation method

An ultra-high performance concrete technology, applied in the field of ultra-high performance concrete and its preparation, can solve the problem of no obvious improvement in the fiber distribution of ultra-high performance concrete, and achieve the effect of good work performance, strong compatibility and low viscosity

Active Publication Date: 2021-11-16
HUNAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the above technical solutions are only considered from the perspective of concrete pumpability and fresh-mix performance, and do not significantly improve the fiber distribution in ultra-high performance concrete

Method used

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  • Ultra-high performance concrete with high fiber dispersion and orientation and its preparation method
  • Ultra-high performance concrete with high fiber dispersion and orientation and its preparation method
  • Ultra-high performance concrete with high fiber dispersion and orientation and its preparation method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0045] The cementitious material of ultra-high-performance concrete with high fiber dispersion and orientation degree in this embodiment is cement and silica fume, and part of the cement is replaced by silica fume with a mass fraction of 5%, and river sand and machine-made sand are used as fine aggregates to improve accumulation. Density, liquid high-efficiency water reducer (polycarboxylate water reducer), steel fiber with a volume content of 2%. The slump spread of the fresh ultra-high performance concrete is 265mm.

[0046] The preparation method of the ultra-high performance concrete with high fiber dispersion and orientation degree of the present embodiment is as follows:

[0047] (1) Put cement, silica fume and fine aggregate into the mixer, and stir for 2 minutes at low speed;

[0048] (2) Mix water and polycarboxylate superplasticizer to obtain a mixture; add 87% of the mixture into the mixer, and stir for 3 minutes at low speed;

[0049] (3) Add the remaining mixtur...

Embodiment 2

[0055] The cementitious material of the ultra-high performance concrete with high fiber dispersion and orientation degree in this embodiment is cement and silica fume, and part of the cement is replaced by silica fume with a mass fraction of 10%, and river sand and machine-made sand are used as fine aggregates to improve accumulation. Density, liquid high-efficiency water reducer (polycarboxylate water reducer), steel fiber with a volume content of 2%. The slump spread of the fresh ultra-high performance concrete is 272mm.

[0056] The preparation method of the ultra-high performance concrete with high fiber dispersion and orientation degree of the present embodiment is as follows:

[0057] (1) Put cement, silica fume and fine aggregate into the mixer, and stir for 3 minutes at low speed;

[0058] (2) Mix water and polycarboxylate superplasticizer to obtain a mixture; add 90% of the mixture into the mixer, and stir for 4 minutes at low speed;

[0059] (3) Add the remaining m...

Embodiment 3

[0065] The cementitious material of the ultra-high performance concrete with high fiber dispersion and orientation degree in this embodiment is cement and silica fume, and part of the cement is replaced by silica fume with a mass fraction of 15%, and river sand and machine-made sand are used as fine aggregates to improve accumulation. Density, liquid high-efficiency water reducer (polycarboxylate water reducer), steel fiber with a volume content of 2%. The slump spread of the fresh ultra-high performance concrete is 279mm.

[0066] The preparation method of the ultra-high performance concrete with high fiber dispersion and orientation degree in this embodiment is the same as that in Embodiment 1.

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Abstract

Ultra high-performance concrete with high fiber dispersion and orientation and a preparation method thereof, the raw materials of the ultra-high performance concrete with high fiber dispersion and orientation are: cement, silica fume, fine aggregate, polycarboxylate Water agent, fiber and water; the mass ratio of the cement, silica fume and polycarboxylate superplasticizer is 75~95:5~25:3~5; the volume of the fiber in the ultra-high performance concrete The dosage is 1~5%; the mass of water is 0.05~0.10 times the sum of the mass of cement, silica fume and fine aggregate; after mixing the raw materials of ultra-high performance concrete, the slump expansion degree is 260~280 mm. The invention also includes a method for preparing the ultra-high performance concrete with high fiber dispersion and orientation. The ultra-high-performance concrete of the invention has good mechanical properties and a simple preparation method; the raw materials used are readily available and relatively cheap.

Description

technical field [0001] The invention relates to an ultra-high-performance concrete and a preparation method thereof, in particular to an ultra-high-performance concrete mixed with fibers and a preparation method thereof. Background technique [0002] Infrastructure construction extends to deep sea, high salinity, high temperature and extreme cold areas, and proposes "faster (construction progress), higher (height and length), stronger (strength and toughness), and longer (durability)" for concrete materials. )" demand. Ultra-high performance concrete (UHPC) is by far the most ideal material to meet these needs, and has broad application prospects in bridge engineering, blast-resistant structures, thin-walled structures, architectural decoration, marine engineering, restoration and reinforcement engineering, etc. [0003] Due to the extremely low water-binder ratio of ultra-high performance concrete, the large amount of fine particles such as cement and silica fume, the high...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04
CPCC04B28/04C04B2201/50C04B18/146C04B2103/302C04B14/06C04B14/48
Inventor 吴泽媚史才军
Owner HUNAN UNIV