High performance building cast-in-place concrete and preparing method thereof

A concrete and high-performance technology, which is applied in the field of high-performance building cast-in-place concrete and its preparation, can solve the problems of high crack occurrence rate, increased concrete consumption, and increased construction cost, and achieve low production cost, strong compression resistance, and good pressure effect

Inactive Publication Date: 2017-05-24
芜湖浩权建筑工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the existing concrete formulations cannot solve the strength and waterproof problems of the joints of prefabricated components well during the splicing and assembly process; although the self-compacting degree of concrete changes when different admixtures are selecte

Method used

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Examples

Experimental program
Comparison scheme
Effect test

preparation example Construction

[0018] A preparation method for high performance building cast-in-place concrete, comprising the steps of:

[0019] S1. Mix 86-99 parts of sulfoaluminate concrete clinker, 21-29 parts of admixture, 16-33 parts of granular river sand, 19-24 parts of perlite, 11-18 parts of rubber particles, and aluminum silicate ceramic fiber 21-24 parts, 11-14 parts of anhydrite, and 11-19 parts of zeolite powder are added to a grinder for grinding, and then calcined at 500-800°C to obtain a mixture;

[0020] S2. Add a certain amount of water to the mixture obtained in step S1 and add it to the mixer to fully stir and mix, then add 11-14 parts of plant-source ligninic acid, 7-8 parts of admixture, 4-6 parts of modifier, early strength 9-14 parts of grinding aid and 11-14 parts of grinding aid are stirred for 10-15 minutes, left to stand for 20-30 minutes and then stirred for 10-15 minutes to obtain concrete.

Embodiment 1

[0022] A preparation method for high performance building cast-in-place concrete, comprising the steps of:

[0023] S1. 95 parts of sulfoaluminate concrete clinker, 26 parts of admixture, 19 parts of granular river sand, 22 parts of perlite, 17 parts of rubber particles, 21-24 parts of aluminum silicate ceramic fiber, 12 parts of anhydrite, Add 16 parts of zeolite powder into a grinder for grinding, and then calcined at 500-800°C to obtain a mixture;

[0024] S2. Add a certain amount of water to the mixture obtained in step S1 and add it to the mixer to fully stir and mix, then add 13 parts of plant-derived ligninic acid, 7 parts of admixture, 5 parts of modifier, 11 parts of early strength agent, and grinding aid 12 parts were stirred for 14 minutes, left to stand for 25 minutes, and then stirred for 14 minutes to obtain concrete.

Embodiment 2

[0026] A preparation method for high performance building cast-in-place concrete, comprising the steps of:

[0027] S1. 99 parts of sulfoaluminate concrete clinker, 23 parts of admixture, 33 parts of granular river sand, 19 parts of perlite, 11 parts of rubber granules, 23 parts of aluminum silicate ceramic fiber, 11 parts of anhydrite, and zeolite powder 19 parts were added to a grinder for grinding and then calcined at 800°C to obtain a mixture;

[0028] S2. Add a certain amount of water to the mixture obtained in step S1 and add it to the mixer to fully stir and mix, then add 11 parts of plant-source ligninic acid, 7 parts of admixture, 4 parts of modifier, 14 parts of early strength agent, and grinding aid 14 parts were stirred for 10 minutes, left to stand for 30 minutes, and then stirred for 10 minutes to obtain concrete.

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PUM

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Abstract

The invention discloses a high performance building cast-in-place concrete and a preparing method thereof. The high performance building cast-in-place concrete is prepared from, by weight, 85-100 parts of sulphoaluminate concrete clinker, 20-30 parts of doped materials, 15-35 parts of granular river sand, 10-15 parts of botanical xylonic acid, 18-25 parts of perlite, 10-20 parts of rubber particles, 20-25 parts of aluminum silicate ceramic fiber, 10-15 parts of anhydrite, 10-20 parts of zeolite powder, 6-9 parts of admixture, 3-7 parts of modifier, 8-15 parts of early strength agent and 10-15 parts of grinding aid. According to the high performance building cast-in-place concrete and the preparing method thereof, effective matching of the sulphoaluminate concrete clinker, the doped materials, the granular river sand, botanical xylonic acid, perlite, the rubber particles, the aluminum silicate ceramic fiber, anhydrite, the zeolite powder, the early strength agent and the grinding aid is adopted, the prepared concrete is strong in crushing resistance and good in crushing resistant effect, qualitative change cannot occur, the production cost is low, the environment pollution can be reduced, and mineral resources are saved; the price is low, the production technology is simple, and the concrete is suitable for scale production.

Description

technical field [0001] The invention relates to the technical field of concrete production, in particular to a high-performance building-in-situ concrete and a preparation method thereof. Background technique [0002] At present, my country's development has been advocating low-carbon environmental protection, energy conservation and emission reduction, and lightweight and thermal insulation of building materials. Among the organic materials commonly used in the building insulation material market, such as polystyrene foam boards, phenolic foam boards, etc., their fire performance is extremely poor and they are easy to burn. The best phenolic foams can only reach B1 level, and their weather resistance is poor Short and expensive to replace. Among inorganic thermal insulation materials: foam glass, foam aluminum, and foam ceramics have high cost prices; although fiber thermal insulation materials such as rock wool are slightly lower in price, they are not hard materials, h...

Claims

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Application Information

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IPC IPC(8): C04B28/06
CPCC04B28/06C04B14/02C04B18/08C04B14/068C04B24/24C04B14/18C04B16/04C04B14/4656C04B22/143C04B14/047C04B2103/302C04B14/043C04B16/0633C04B2103/0057C04B2103/65C04B24/001C04B2103/52
Inventor 胡圣武
Owner 芜湖浩权建筑工程有限公司
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