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A concrete slump retaining agent

A slump-retaining agent and concrete technology, applied in the field of concrete slump-retaining agent, can solve the problems of affecting the setting time of cement, difficult to control the amount of water reducing agent, affecting the quality of the project, etc., so as to improve the slump retention capacity and the coating capacity. , The slump protection effect is obvious, and the effect of reducing the loss over time

Active Publication Date: 2020-09-15
RIZHAO FEM NEW MATERIAL TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, although the use of method one solves the loss of concrete slump, it will affect the setting time of cement, which will affect the construction progress to a certain extent, which is unfavorable in engineering construction
Using method 2 and method 3 can solve the loss of concrete slump. Although it does not have much influence on the setting time of cement, it is difficult to control the amount of water reducing agent, which will inevitably cause over-mixing of water reducing agent, thus affecting the project. quality

Method used

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  • A concrete slump retaining agent

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0014] A concrete slump-retaining agent is prepared from the following raw materials in parts by weight: 13 parts of polyglutamic acid / oligochitosan hydrogel, 8 parts of maleic anhydride, 6 parts of polyethylene oxide, ethylenediaminetetramethylenephosphine 7 parts of sodium bicarbonate, 5 parts of hydroxyethylamine, 4 parts of diethanol monoisopropanolamine, 8 parts of ethylenediamine, and 45 parts of water.

[0015] The polyglutamic acid / chitooligosaccharide hydrogel is prepared by the following method: adding polyglutamic acid, hyaluronic acid and chitooligosaccharide to water, heating to 85°C to dissolve, cooling to 30°C, Add N-hydroxysuccinimide to cross-link for 40 minutes to obtain polyglutamic acid / chitooligosaccharide hydrogel.

[0016] Said, the weight ratio of polyglutamic acid, hyaluronic acid, chitosan oligosaccharide and water is 5.5:4.5:5.5:100.

[0017] As mentioned, the weight ratio of N-hydroxysuccinimide to water is 3:100.

Embodiment 2

[0019] A concrete slump-retaining agent is prepared from the following raw materials in parts by weight: 10 parts of polyglutamic acid / oligochitosan hydrogel, 5 parts of maleic anhydride, 8 parts of polyethylene oxide, ethylenediaminetetramethylenephosphine 8 parts of sodium bicarbonate, 3 parts of hydroxyethylamine, 5 parts of diethanol monoisopropanolamine, 10 parts of ethylenediamine, and 40 parts of water.

[0020] The polyglutamic acid / chitooligosaccharide hydrogel is prepared by the following method: adding polyglutamic acid, hyaluronic acid and chitooligosaccharide to water, heating to 80°C to dissolve, cooling to 32°C, Add N-hydroxysuccinimide to cross-link for 50 minutes to obtain polyglutamic acid / chitooligosaccharide hydrogel.

[0021] Said, the weight ratio of polyglutamic acid, hyaluronic acid, chitosan oligosaccharide and water is 5:5:5:100.

[0022] As mentioned, the weight ratio of N-hydroxysuccinimide to water is 3.5:100.

Embodiment 3

[0024] A concrete slump-retaining agent is prepared from the following raw materials in parts by weight: 15 parts of polyglutamic acid / oligochitosan hydrogel, 10 parts of maleic anhydride, 4 parts of polyethylene oxide, ethylenediaminetetramethylenephosphine 6 parts of sodium bicarbonate, 8 parts of hydroxyethylamine, 3 parts of diethanol monoisopropanolamine, 6 parts of ethylenediamine, and 50 parts of water.

[0025] As described, the polyglutamic acid / oligochitosan hydrogel is prepared by the following method: adding polyglutamic acid, hyaluronic acid and oligochitosan to water, heating to 90°C to dissolve, cooling to 28°C, Add N-hydroxysuccinimide to cross-link for 30 minutes to obtain polyglutamic acid / chitooligosaccharide hydrogel.

[0026] Said, the weight ratio of polyglutamic acid, hyaluronic acid, chitosan oligosaccharide and water is 6:4:6:100.

[0027] As mentioned, the weight ratio of N-hydroxysuccinimide to water is 2.5:100.

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Abstract

The invention discloses a concrete slump-retaining agent, which is prepared from the following materials in parts by weight: 10 to 15 parts of polyglutamic acid / chitosan oligosaccharide hydrogel, 5 to10 parts of maleic anhydride, 4 to 8 parts of polyethylene oxide, 6 to 8 parts of ethylene diamine tetra(methylene phosphonic acid)sodium, 3 to 8 parts of hydroxyethylamine, 3 to 5 parts of diethanolisopropanolamine, 6 to 10 parts of ethylenediamine and 40 to 50 parts of water. The concrete slump-retaining agent disclosed by the invention can overcome the defect of excessive and overquick slump loss existing in highly effective water reducing agent, and the slump-retaining effect is remarkable; when dosage is 0.05 percent of cement weight, no slump loss takes place within 60 minutes, and within 90 minutes, the maximum slump loss is only 10.5 percent; the concrete slump-retaining agent can keep the flowability of newly mixed concrete, and creates a favorable condition for the use of commercial concrete.

Description

technical field [0001] The invention belongs to the technical field of concrete admixtures, in particular to a concrete slump retaining agent. Background technique [0002] With the vigorous development of commercial concrete industry for construction, concrete admixtures in my country have been widely used in recent years, among them, Cai series sulfonate formaldehyde condensate type high-efficiency water reducer, melamine sulfonate formaldehyde condensate type high-efficiency water reducer Water agent, lignosulfonate water reducer, sugar calcium water reducer, etc. are used in large amounts. These superplasticizers endow fresh concrete with good fluidity and strength, which can basically meet the construction needs for on-site mixing. However, for ready-made concrete, there is generally a problem of excessive slump loss. [0003] At present, there are many methods to solve the slump loss of concrete, and the common ones in construction are as follows: (1) Add retarder to ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B24/38C04B103/30
CPCC04B40/0039C04B2103/308C04B24/14C04B24/38C04B24/04C04B24/26C04B24/003C04B24/122C04B24/121
Inventor 肖维录
Owner RIZHAO FEM NEW MATERIAL TECH
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