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Concrete admixture and application thereof

A concrete admixture and concrete technology, which is applied in the field of construction and civil engineering, can solve problems such as electrokinetic potential drop, concrete slump loss, and effective concentration reduction of water reducing agent, and achieve the effect of improving the compressive strength ratio

Inactive Publication Date: 2014-08-27
中安瑞宝建设集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Its dosage is only between 0.5-2.0, and its water-reducing rate can reach 45%. However, the most prominent shortcoming of the existing polycarboxylate-based high-performance water-reducing agent is the serious loss of concrete slump. The main reason is It may be that the addition of this superplasticizer accelerates the initial hydration process of cement, and the adsorption effect rapidly reduces the effective concentration of the superplasticizer in the liquid phase, and the zeta potential of the system continues to decrease.

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0030] A concrete admixture is composed of the following components by weight:

[0031] 2-hydroxysuccinic acid 28.5 parts

[0032] Polyethylene glycol 200 15.2 parts

[0033] 7.5 parts of monoglyceride stearate

[0034] Ethylene bis stearamide 10.1 parts

[0035] Sodium dodecyl sulfonate 9.6 parts

[0036] 1.5 parts of bentonite;

[0037] The preparation method is as follows: weigh the raw material components, then add water with a mass of 16% of the concrete admixture, mix the concrete admixture evenly, and leave it for 5-8 minutes to obtain the product;

[0038] The prepared admixture is added in a proportion of 0.6% of the cement quality. The cement is the concrete inspection benchmark cement, the sand fineness modulus is 2.6, and the stone is the crushed stone of the second grade, and then it is inspected with reference to the relevant standards of GB8076-2008. The result is as follows:

[0039] The water reduction rate reached 40.1%, within 2 hours, the change in sl...

Embodiment 2

[0041] A concrete admixture is composed of the following components by weight:

[0042] 2-hydroxysuccinic acid 35.6 parts

[0043] Polyethylene glycol 200 15.2 parts

[0044] Stearic acid monoglyceride 5.6 parts

[0045] Ethylene bis stearamide 12.8 parts

[0046] Sodium dodecyl sulfonate 7.3 parts

[0047] 2.1 parts of bentonite;

[0048] Preparation method is identical with embodiment 1;

[0049] The prepared admixture is added in a proportion of 0.6% of the cement quality. The cement is the concrete inspection benchmark cement, the sand fineness modulus is 2.6, and the stone is the crushed stone of the second grade, and then it is inspected with reference to the relevant standards of GB8076-2008. The result is as follows:

[0050] The water reduction rate reached 40.5%, within 2 hours, the change in slump was 4.95mm, the bleeding ratio was 49%, the 1d compressive strength ratio was 179%, the 3d compressive strength ratio was 165%, and the 7d compressive strength ratio...

Embodiment 3

[0052] A concrete admixture is composed of the following components by weight:

[0053] 2-hydroxysuccinic acid 32.6 parts

[0054] Polyethylene glycol 200 18.7 parts

[0055] Stearic acid monoglyceride 5.9 parts

[0056] Ethylene bis stearamide 12.2 parts

[0057] Sodium dodecylsulfonate 9.0 parts

[0058] 1.9 parts of bentonite;

[0059] Preparation method is identical with embodiment 1;

[0060] The prepared admixture is added in a proportion of 0.6% of the cement quality. The cement is the concrete inspection benchmark cement, the sand fineness modulus is 2.6, and the stone is the crushed stone of the second grade, and then it is inspected with reference to the relevant standards of GB8076-2008. The result is as follows:

[0061] The water reduction rate reached 43.6%, within 2 hours, the change in slump was 4.12mm, the bleeding ratio was 43%, the 1d compressive strength ratio was 183%, the 3d compressive strength ratio was 170%, and the 7d compressive strength ratio ...

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Abstract

The invention discloses a concrete admixture and application thereof, and belongs to the field of building civil engineering. The concrete admixture comprises, by weight, 28.5-35.6 parts of 2-hydroxysuccinic acid, 15.2-18.7 parts of polyethylene glycol 200, 5.6-7.5 parts of glycerol monostearate, 10.1-12.8 parts of ethylene bis stearamide, 7.3-9.6 parts of sodium dodecyl sulfate and 1.5-2.1 parts of bentonite. According to the admixture, the water-reducing rate can reach above 40 percent and the highest water-reducing rate can reach 46.5 percent; meanwhile, the good slump can be kept by the admixture, and the variable quantity of the slump is less than 5 mm within 2 hours; in addition, the ratio of bleeding rate can reach below 50 percent, and compressive strength is improved to a great extent.

Description

technical field [0001] The invention relates to the field of construction and civil engineering, in particular to a concrete admixture. Background technique [0002] Concrete admixture is a substance mixed in the process of mixing concrete to improve the performance of concrete. According to the relevant technical standards, its admixture amount should not exceed 5% of the cement mass. The main function of concrete admixture is to improve the performance of fresh concrete and improve the performance of hardened concrete. Concrete admixtures mainly include water reducing agent and air-entraining agent used to improve the rheological properties of concrete mixture, retarder and early strength agent used to adjust the setting time and hardening performance of concrete, and Waterproofing agent etc. [0003] Among them, water reducer is one of the most widely used concrete admixtures. According to its performance, water reducer includes ordinary water reducer, high efficiency w...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B24/16C04B24/12
CPCC04B40/0039C04B2103/302C04B2103/308C04B24/06C04B24/32C04B24/08C04B24/16C04B14/104C04B24/124
Inventor 赵月
Owner 中安瑞宝建设集团有限公司