低强型水泥乳化沥青砂浆抗压强度的计算模型

doi:10.11896/cldb.21040170

材料导报

2022, Vol. 36

Issue (22): 21040170-5 https://doi.org/10.11896/cldb.21040170

无机非金属及其复合材料

低强型水泥乳化沥青砂浆抗压强度的计算模型

田青^1,2, 屈孟娇^1,2, 祁帅^1,2, 姚田帅^1,2, 张苗^1,2, 许鸽龙^1,2,*, 邓德华³

1 河南大学开封市工程修复与材料循环工程技术研究中心,河南开封 475004
2 绿色建筑材料国家重点实验室,北京 100024
3 中南大学土木工程学院,长沙 410075

Calculation Model for Compressive Strength of Low Strength Cement Asphalt Mortar

TIAN Qing^1,2, QU Mengjiao^1,2, QI Shuai^1,2, YAO Tianshuai^1,2, ZHANG Miao^1,2, XU Gelong^1,2,*, DENG Dehua³

1 Kaifeng Research Center for Engineering Repair and Material Recycle, Henan University, Kaifeng 475004, Henan,China
2 State Key Laboratory of Green Building Materials, Beijing 100024, China
3 School of Civil Engineering, Central South University, Changsha 410075, China

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摘要依据高沥灰比水泥乳化沥青砂浆(CA砂浆)的物理结构模型,基于颗粒增强聚合物基复合材料的相关理论,建立了CA砂浆抗压强度与组成参数的数学模型。结果表明:水泥-沥青胶凝材料(CA胶凝材料)中,水化产物对沥青的增强作用侧重于自身的整体含量,Piggott模型适合描述CA胶凝材料抗压强度与水化产物体积分数之间的关系。砂子对CA胶凝材料的增强作用侧重于自身的个体属性,Nielsen模型适合表征低强型CA砂浆抗压强度与砂子含量间的关系。经代入相关文献中的数据进行验证,所建模型具有良好的普适性。

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	田青
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	张苗
	许鸽龙
	邓德华

关键词: 水泥乳化沥青砂浆高沥灰比抗压强度配合比参数

Abstract: According to the physical structure model of low strength cement asphalt mortar (CA mortar), in reference to the particulate reinforcement theo-ries for polymer composites, the quantitative relationship between compressive strength and composition parameters of CA mortar was obtained.Results show that in cement asphalt binder (CAB), the reinforcement effect of hydration product on asphalt focuses on its overall content, and thus Piggott model is suitable for describing the relationship between compressive strength and hydration products volume fraction of CAB.The enhancement effect of sand on CAB focuses on individual attributes, so Nielsen model is suitable for characterizing the relationship between compressive strength and sand content of CA mortar.Verified by the data in the relevant literature, the established model has good universality.

Key words: cement asphalt mortar high asphalt to cement ratio compressive strength mix proportion parameter

出版日期: 2022-11-25 发布日期: 2022-11-25

ZTFLH:

TU528.42

基金资助: 绿色建筑材料国家重点实验室开放基金(2021GBM01);河南省高等学校重点科研项目计划(22B560002)

通讯作者: * since2020@henu.edu.cn

作者简介: 田青,河南大学土木建筑学院副教授、硕士研究生导师。2017年博士毕业于中南大学,在国内外重要期刊发表论文10余篇,主要研究方向为高性能水泥基材料、固体废弃物综合利用。
许鸽龙,河南大学土木建筑学院副教授、硕士研究生导师。2012年本科毕业于河北理工大学,2015年硕士毕业于河南大学,2020年博士毕业于武汉理工大学。发表论文10篇,主要研究方向为低碳水泥基材料、固体废弃物综合利用。

引用本文:

田青, 屈孟娇, 祁帅, 姚田帅, 张苗, 许鸽龙, 邓德华. 低强型水泥乳化沥青砂浆抗压强度的计算模型[J]. 材料导报, 2022, 36(22): 21040170-5.
TIAN Qing, QU Mengjiao, QI Shuai, YAO Tianshuai, ZHANG Miao, XU Gelong, DENG Dehua. Calculation Model for Compressive Strength of Low Strength Cement Asphalt Mortar. Materials Reports, 2022, 36(22): 21040170-5.

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http://www.mater-rep.com/CN/10.11896/cldb.21040170 或 http://www.mater-rep.com/CN/Y2022/V36/I22/21040170

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