Super early strength accelerator for portland cement concrete

A technology of Portland cement and early strength agent, applied in the field of building materials, can solve the problems of large dosage, easy to cause alkali aggregate reaction, only suitable for

Inactive Publication Date: 2015-06-17
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Among them, since the setting time of special cement is relatively fast, and the later strength shrinkage is large, there are certain restrictions on output and price, so it is only suitable for emergency repair projects; and when special mineral admixtures are used, there are many ingredients and are not easy to store. The amount of admixture in the process of use is often large, which sets obstacles to the wide-scale use of special mineral admixtures; using super early-strength admixtures is a simple and effective method, but the current super-early-strength admixtures Most of them contain traditional super early strength agent ingredients, which will introduce a large amount of Na + 、K + , has an impact on the durability of the actual project
[0004] Patent CN 102701684A discloses a method for preparing super-early-strength concrete materials, which uses sulphoaluminate cement as the cementitious material, and the compressive strength of the prepared concrete reaches 30 MPa in 6 hours by adding early-strength components, but only Suitable for emergency repair projects; JK series special admixtures invented by Jiangsu Provincial Academy of Building Sciences make concrete harden quickly and have high early strength, which can meet the requirements of open traffic within 4 to 6 hours after use, but the dosage can reach more than 80%; patent In the preparation method of super early strength concrete announced by CN 103467040A, although ordinary portland cement is used as the basic cementitious material, since sodium hydroxide is used as the activator, a large amount of Na + , large drying shrinkage, easy to cause alkali-aggregate reaction, and there are potential safety hazards

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0018] Embodiment one: a kind of super early strength agent of Portland cement concrete, by weight percentage, wherein:

[0019] Early strength component 40%,

[0020] Quick-setting component 22%,

[0021] 38% reduced water components,

[0022] Among them, the early-strength component is composed of calcium formate and calcium nitrate, and the weight ratio is 67.7%:32.3%. The quick-setting component is selected from aluminum sulfate; the water-reducing component is selected from polycarboxylate high-performance water reducer.

[0023] The preparation method of this embodiment is to weigh the admixture according to the weight percentage, use the internal mixing method, add it into water and stir it quickly to make the super early strength agent dissolve quickly.

[0024] The amount of super early strength agent is 2% of the cementitious material, the water-cement ratio of the concrete is 0.3, and the sand rate is 0.35. After the concrete is formed, the slump of the concrete a...

Embodiment 2

[0025] Embodiment two: a kind of super early strength agent of portland cement concrete, by weight percentage, wherein:

[0026] Early strength component 44%,

[0027] Quick-setting component 20%,

[0028] 36% reduced water component,

[0029] Among them, the early strength component is composed of calcium formate and calcium nitrite, and the weight ratio is 64.3%:35.7%; the quick-setting component is selected from aluminum sulfate; the water-reducing component is selected from polycarboxylate high-performance water reducer .

[0030] The preparation method of this embodiment is to weigh the admixture according to the weight percentage, use the internal mixing method, add it into water and stir it quickly to make the super early strength agent dissolve quickly.

[0031] The amount of super early strength agent is 2% of the cementitious material, the water-cement ratio of the concrete is 0.3, and the sand rate is 0.35. After the concrete is formed, the slump of the concrete ...

Embodiment 3

[0032] Embodiment three: a kind of super early strength agent of portland cement concrete, by weight percentage, wherein:

[0033] Early strength component 46%,

[0034] Quick-setting component 22%,

[0035] 32% water reduction component,

[0036] Among them, the early-strength component is composed of triethanolamine, calcium formate and calcium nitrate, and the weight ratio is 1%:66%:33%; the quick-setting component is aluminum sulfate; the water-reducing component is polycarboxylate High performance water reducer.

[0037] The preparation method of this embodiment is to weigh the admixture according to the weight percentage, use the internal mixing method, add it into water and stir it quickly to make the super early strength agent dissolve quickly.

[0038] The dosage of super early strength agent is 2.2% of the cementitious material, the water-cement ratio of the prepared concrete is 0.3, and the sand rate is 0.35. After the concrete is formed, the concrete slump and i...

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Abstract

The invention discloses a super early strength accelerator for portland cement concrete. The super early strength accelerator is prepared from the following constituents in percent by weight: 20-50% of an early strength constituent, 10-40% of quick setting constituent, and 20-45% of a water reducing constituent, wherein the early strength constituent is obtained by compounding at least two of hydramine, an organic salt and an inorganic salt; the quick setting constituent is one of sodium aluminate, aluminum sulfate and sodium silicate; the water reducing constituent is one of a polycarboxylate type high performance water reducer, a high-performance naphthalene-based superplasticizer, and a high-performance aliphatic superplasticizer. The super early strength accelerator disclosed by the invention is free of chlorine and alkali; the 16 h compressive strength of the portland cement concrete prepared by using the super early strength accelerator in a low temperature environment in winter is up to 20 MPa above, so that the portland cement concrete can meet the requirement on quick road repair, and achieves the excellent construction performance.

Description

technical field [0001] The invention relates to a concrete admixture, which is applied to the rapid repair of concrete pavement with Portland cement, and belongs to the technical field of building materials. Background technique [0002] With the rapid development of the national economy, the mileage of cement concrete pavement bearing the economic pressure of traffic is getting longer and longer. In the actual process, the damage to the road surface is becoming more and more serious. How to quickly repair the damaged road surface and open traffic as soon as possible to meet the requirements of economic development has become the focus of attention. [0003] Generally, there are three ways to prepare ultra-early-strength pavement repair materials: 1) using rapid-hardening and early-strength special cement; 2) mixing special mineral admixtures; 3) using ultra-early-strength admixtures. Among them, since the setting time of special cement is relatively fast, and the later str...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B24/22C04B24/24
Inventor 张云升范建平
Owner SOUTHEAST UNIV
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