硫铝酸盐水泥混凝土高温劣化规律及机理研究

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发布时间：2020-01-06 00:00:00

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硫铝酸盐水泥混凝土高温劣化规律及机理研究

Study on the deterioration law and the mechanism of sulphoaluminate cement concrete after high temperature

2024年第1期

硫铝酸盐水泥；高温劣化；钙矾石脱水；强度；机理

Sulphoaluminate cement; High temperature deterioration; Ettringite dehydration; Strength; Mechanism

2024年第1期

10.19761/j.1000-4637.2024.01.019.05

国家自然科学基金项目（51908130）；广东省基础与应用基础研究基金项目（2022A1515010404）。

段登辉1，陈嘉健1，*，郑孙博1，覃潇1，黄文琪1，汪文学2

1.佛山科学技术学院，广东佛山 528000；2.九州大学应用力学研究所，福冈日本 819-0395

段登辉1，陈嘉健1，*，郑孙博1，覃潇1，黄文琪1，汪文学2

段登辉,陈嘉健,郑孙博,硫铝酸盐水泥混凝土高温劣化规律及机理研究[J].混凝土与水泥制品,2024(1):19-23.

DUAN D H,CHEN J J,ZHENG S B,et al.Study on the deterioration law and the mechanism of sulphoaluminate cement concrete after high temperature[J].China Concrete and Cement Products,2024(1):19-23.

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1000

摘要：为了探究高温下硫铝酸盐水泥混凝土的劣化规律及机理，研究了高温对不同水灰比、不同龄期的硫铝酸盐水泥混凝土抗压强度、剩余质量比率、试件爆裂率、红外温升、超声波脉冲速度的影响。结果表明：400 ℃及以上时，试件表面产生明显的裂缝，并发生爆裂现象，温度越高，爆裂率越高；试件的抗压强度和质量均随着温度的升高而降低，水灰比越低，龄期越长，抗压强度损失越大，但质量损失越小；试件的超声波脉冲速度、红外升温速率和抗压强度的线性回归结果较好。 Abstract: In order to study the deterioration law and mechanism of sulphoaluminate cement concrete under high temperature, the effects of high temperature on the compressive strength, residual mass ratio, specimen burst rate, infrared temperature rise, ultrasonic pulse speed of sulfoaluminate cement concrete with different water cement ratios and different ages were studied. The results show that when the temperature is 400 ℃ or above, obvious cracks appear on the surface of the specimens and burst occurs, and the higher the temperature, the higher the burst rate. The compressive strength and mass of the specimens decrease with the increase of temperature. The lower the water cement ratio and the longer the age, the greater the loss of compressive strength, but the smaller the loss of mass. The linear regression results of the ultrasonic pulse velocity, infrared heating rate, and compressive strength of the specimen are good.

英文名 : Study on the deterioration law and the mechanism of sulphoaluminate cement concrete after high temperature

刊期 : 2024年第1期

关键词 : 硫铝酸盐水泥；高温劣化；钙矾石脱水；强度；机理

Key words : Sulphoaluminate cement; High temperature deterioration; Ettringite dehydration; Strength; Mechanism

刊期 : 2024年第1期

DOI : 10.19761/j.1000-4637.2024.01.019.05

文章编号 :

基金项目 : 国家自然科学基金项目（51908130）；广东省基础与应用基础研究基金项目（2022A1515010404）。

作者 : 段登辉1，陈嘉健1，*，郑孙博1，覃潇1，黄文琪1，汪文学2

单位 : 1.佛山科学技术学院，广东佛山 528000；2.九州大学应用力学研究所，福冈日本 819-0395

段登辉1，陈嘉健1，*，郑孙博1，覃潇1，黄文琪1，汪文学2

段登辉,陈嘉健,郑孙博,硫铝酸盐水泥混凝土高温劣化规律及机理研究[J].混凝土与水泥制品,2024(1):19-23.

DUAN D H,CHEN J J,ZHENG S B,et al.Study on the deterioration law and the mechanism of sulphoaluminate cement concrete after high temperature[J].China Concrete and Cement Products,2024(1):19-23.

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摘要

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结论

参考文献

引用本文

Abstract: In order to study the deterioration law and mechanism of sulphoaluminate cement concrete under high temperature, the effects of high temperature on the compressive strength, residual mass ratio, specimen burst rate, infrared temperature rise, ultrasonic pulse speed of sulfoaluminate cement concrete with different water cement ratios and different ages were studied. The results show that when the temperature is 400 ℃ or above, obvious cracks appear on the surface of the specimens and burst occurs, and the higher the temperature, the higher the burst rate. The compressive strength and mass of the specimens decrease with the increase of temperature. The lower the water cement ratio and the longer the age, the greater the loss of compressive strength, but the smaller the loss of mass. The linear regression results of the ultrasonic pulse velocity, infrared heating rate, and compressive strength of the specimen are good.

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