Development of a Novel Type of Liquid Accelerator Based on Aluminum Sulfate and Its Accelerating Mechanism for Cement HydrationSource: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001::page 04023517-1Author:Dashuai Zhang
,
Xingli Zhang
,
Haotian Tang
,
Yuntian Bai
,
Zhi Jia
,
Jing Guo
,
Honghua Zhao
DOI: 10.1061/JMCEE7.MTENG-16404Publisher: ASCE
Abstract: A novel chlorine- and fluorine-free liquid accelerator was developed in this study. The proportion of each component of the accelerator was determined using an orthogonal test method. Various additives’ impact on the cement setting time and concrete compressive strength was analyzed. The mechanism of the accelerator on cement hydration was examined using X-ray diffraction (XRD), scanning electron microscopy (SEM), and thermogravimetric analysis (TGA) experiments. The results showed that the optimal ratios for the raw materials were 45% aluminum sulfate, 15% sodium metaaluminate, 5% magnesium sulfate, 3% citric acid, 7% triethanolamine (TEA), and 1% polyacrylamide to make the liquid accelerator. At a concentration of 5% accelerator, the initial setting time of cement was 210 s and the final setting time was 380 s. The compressive strength of the concrete test block was 11.4 MPa after 1 day and it increased to 28.32 MPa after 28 days. This represents a 141.6% increase in compressive strength after 28 days. The addition of the accelerator consumes Ca2+ and promotes the formation of ettringite (AFt) and gypsum (Gyp), thus promoting cement hydration, reducing initial setting time, and densifying cement’s internal structure. The accelerator not only has low production cost and excellent quick-setting effect, but also can improve the strength of concrete, making it suitable for a wide range of applications.
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contributor author | Dashuai Zhang | |
contributor author | Xingli Zhang | |
contributor author | Haotian Tang | |
contributor author | Yuntian Bai | |
contributor author | Zhi Jia | |
contributor author | Jing Guo | |
contributor author | Honghua Zhao | |
date accessioned | 2024-04-27T22:56:25Z | |
date available | 2024-04-27T22:56:25Z | |
date issued | 2024/01/01 | |
identifier other | 10.1061-JMCEE7.MTENG-16404.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4297882 | |
description abstract | A novel chlorine- and fluorine-free liquid accelerator was developed in this study. The proportion of each component of the accelerator was determined using an orthogonal test method. Various additives’ impact on the cement setting time and concrete compressive strength was analyzed. The mechanism of the accelerator on cement hydration was examined using X-ray diffraction (XRD), scanning electron microscopy (SEM), and thermogravimetric analysis (TGA) experiments. The results showed that the optimal ratios for the raw materials were 45% aluminum sulfate, 15% sodium metaaluminate, 5% magnesium sulfate, 3% citric acid, 7% triethanolamine (TEA), and 1% polyacrylamide to make the liquid accelerator. At a concentration of 5% accelerator, the initial setting time of cement was 210 s and the final setting time was 380 s. The compressive strength of the concrete test block was 11.4 MPa after 1 day and it increased to 28.32 MPa after 28 days. This represents a 141.6% increase in compressive strength after 28 days. The addition of the accelerator consumes Ca2+ and promotes the formation of ettringite (AFt) and gypsum (Gyp), thus promoting cement hydration, reducing initial setting time, and densifying cement’s internal structure. The accelerator not only has low production cost and excellent quick-setting effect, but also can improve the strength of concrete, making it suitable for a wide range of applications. | |
publisher | ASCE | |
title | Development of a Novel Type of Liquid Accelerator Based on Aluminum Sulfate and Its Accelerating Mechanism for Cement Hydration | |
type | Journal Article | |
journal volume | 36 | |
journal issue | 1 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-16404 | |
journal fristpage | 04023517-1 | |
journal lastpage | 04023517-10 | |
page | 10 | |
tree | Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 001 | |
contenttype | Fulltext |