Preparation method of high-strength concrete

A concrete, high-strength technology, applied in sustainable waste treatment, solid waste management, climate sustainability and other directions, can solve the problems of large soil crowding effect during construction and low bearing capacity of single piles, and achieves simple and convenient preparation method, high bearing capacity, etc. High strength and strength enhancement effect

Inactive Publication Date: 2016-02-24
JIANGSU XINGSHA CONSTR ENG GRP
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  • Summary
  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the two techniques have the common disadvantages of low bearing capacity of single piles and large soil squeezing effect during construction. The protection of surrounding road pipelines and adjacent buildings must be fully considered during construction.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0024] The preparation method of high-strength concrete comprises the raw materials of the following weight components: 3 parts of basalt fiber, 2 parts of steel fiber, 4 parts of glass fiber, 100 parts of cement, 90 parts of fly ash, 600 parts of crushed stone with particle size of 10-15mm, 150 parts of 15-20mm crushed stone, 800 parts of sand, 130 parts of water, 1.5 parts of sulfamate superplasticizer, 10 parts of bentonite, 0.5 part of superplasticizer, 1 part of air-entraining agent, and 0.1 part of defoamer , 0.2 parts of rosin soap, 0.05 parts of tackifier and 0.3 parts of calcium stearate. Wherein, the steel fibers are ordinary steel fibers.

[0025] The length of basalt fiber is 6-20mm, and the diameter of single filament is 7-15um; the length of steel fiber is 20-40mm. The glass fibers are AR glass fibers.

[0026] Prepared by the following steps:

[0027] (1) Weigh 3 parts of basalt fiber, 2 parts of steel fiber, 4 parts of glass fiber, 100 parts of cement, 90 pa...

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PUM

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Abstract

The invention discloses a preparation method of high-strength concrete comprising the following raw materials in parts by weight: 3 parts of basalt fibers, 2 parts of steel fibers, 4 parts of glass fibers, 100 parts of cement, 90 parts of fly ash, 600 parts of gravels with the particle size of 10-15 mm, 150 parts of gravels with the particle size of 15-20 mm, 800 parts of sand, 130 parts of water, 1.5 parts of an amino-sulfonate high-efficiency water-reducing agent, 10 parts of bentonite, 0.5 part of a super plasticizer, 1 part of an air entraining agent, 0.1 part of a defoaming agent, 0.2 part of a rosin soap, 0.05 part of a tackifier, and 0.3 part of calcium stearate. The preparation method of the high-strength concrete is simple and convenient and can make full use of characteristics of all the raw materials, so that the prepared concrete has the strength significantly improved and improved by 50% or more compared with concrete of the prior art; and square piles prepared by the high-strength concrete have higher single-pile bearing capacity.

Description

technical field [0001] The invention relates to a preparation method of high-strength concrete. Background technique [0002] Concrete is a living building material. With the continuous development of concrete composition materials, people's understanding of material composite technology has been continuously improved. The performance requirements of concrete are not limited to compressive strength, but on the basis of strength, more attention is paid to the balance and coordination of comprehensive indicators such as durability and deformation performance of concrete. The requirements for various performance indicators of concrete are more clear, detailed and specific than before. At the same time, the improvement of the level of construction equipment and the continuous emergence and promotion of new construction techniques have made concrete technology adapt to different design, construction and use requirements, and has developed rapidly. [0003] Concrete has also be...

Claims

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Application Information

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IPC IPC(8): C04B28/02C04B14/42C04B14/48C04B18/08
CPCY02W30/91
Inventor 赵卫政张习上钱邦栋徐春荣
Owner JIANGSU XINGSHA CONSTR ENG GRP
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