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Anti-freezing concrete using steam-curing technology

A concrete and process technology, applied in the field of concrete, can solve the problems of support and inapplicability, and achieve the effects of low production cost, improved product speed, and high freeze-thaw resistance.

Inactive Publication Date: 2017-06-13
天津港航工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The problem with the above method is that although the prepared concrete has good frost resistance, it still relies on the traditional standard curing process.
Since the steam curing process will have a negative impact on the frost resistance of concrete while rapidly increasing the strength of concrete, it is required that the water-binder ratio, slump, and air content of concrete be controlled within a reasonable range. Therefore, the concrete in the above method The mix ratio is not suitable for steam curing process

Method used

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  • Anti-freezing concrete using steam-curing technology
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  • Anti-freezing concrete using steam-curing technology

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0019] An optimal component of frost-resistant concrete that adopts steam-cured technology, according to the weight of kg per part,

[0020] Cement 10.20kg Fine aggregate 31.11kg Coarse aggregate 46.29kg

[0021] Slag powder 4.26kg Silica fume 0.42kg Fly ash 2.53kg

[0022] Water reducing agent 0.24kg Air-entraining agent 0.03kg Water 4.93kg.

Embodiment 2

[0024] A component of frost-resistant concrete that adopts the steam-curing process, according to the weight of each part, kg,

[0025] Cement 10kg Fine aggregate 29kg Coarse aggregate 43kg

[0026] Slag powder 4.0kg Silica fume 0.3kg Water reducer 0.2kg

[0027] Air-entraining agent 0.03kg water 6kg.

Embodiment 3

[0029] A component of frost-resistant concrete that adopts the steam-curing process, according to the weight of each part, kg,

[0030] Cement 13kg Fine aggregate 32kg Coarse aggregate 48kg

[0031] Slag powder 5kg Water reducing agent 0.2kg Air entraining agent 0.1kg

[0032] 4.8kg of water.

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PUM

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Abstract

The invention relates to an anti-freezing concrete using a steam-curing technology. The anti-freezing concrete is characterized in that a freezing and thawing-resistant concrete is prepared from the following components in parts by weight: 10 to 13 parts of cement, 29 to 32 parts of fine aggregate, 43 to 48 parts of coarse aggregate, 4 to 5 parts of ore slag powder, 0 to 0.5 part of silicon ash, 0 to 4 parts of fly ash, 0.2 to 0.4 part of water reducer, 0 to 0.1 part of air entraining agent, and 4.8 to 6 parts of water. The anti-freezing concrete prepared by the formula has the beneficial effects that the speed of finished products of the concrete prefabricated part is accelerated; the freezing and thawing-resistant property can reach F350 or above; the production of a large batch of defective products is avoided; the freezing and thawing-resistant property is higher, the production cost is low, and the strength can meet the engineering requirements.

Description

technical field [0001] The invention belongs to concrete, in particular to a frost-resistant concrete adopting a steam-curing process. Background technique [0002] The frost resistance of concrete is an important technical index of the service performance of concrete in coastal engineering, and it is the primary technical difficulty in the design of concrete durability under the conditions of slightly freezing, cold and severe cold climates in northern my country. The freeze-thaw damage of concrete structure leads to the peeling of the structure surface, and the internal crack expansion and structural failure of hydraulic structural components caused by internal stress damage not only increase the economic cost of structural maintenance, repair, and reinforcement, but also seriously affect the service life of concrete construction projects. [0003] The main causes of freeze-thaw damage to concrete structures are improper construction techniques (such as poor grout stop eff...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B111/20
CPCC04B28/04C04B2201/50C04B2201/52C04B2111/29C04B14/02C04B14/068C04B18/141C04B18/08C04B18/146C04B2103/302C04B24/34
Inventor 董明达张佩良丁文智高永生陈强王建国代必银张晓滨李旭彬姚亮李杰王伟广
Owner 天津港航工程有限公司
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