冻融作用下风积沙浮石混凝土孔结构分形特征

薛慧君; 郑建庭; 邹春霞; 侯雨丰; 刘鑫

doi:10.13204/j.gyjzG21090911

冻融作用下风积沙浮石混凝土孔结构分形特征

doi: 10.13204/j.gyjzG21090911

1. 内蒙古农业大学水利与土木建筑工程学院, 呼和浩特 010018;
2. 内蒙古农业大学能源与交通工程学院, 呼和浩特 010018;
3. 鄂尔多斯应用技术学院土木工程系, 内蒙古鄂尔多斯 017000

基金项目:

内蒙古科技重大专项项目（2021ZD0007）；内蒙古自然科学基金项目（2020BS05008）；内蒙古农业大学引进优秀博士人才科研启动资助项目（NDYB2018-40）。

详细信息

作者简介:
薛慧君,男,1989年出生,讲师,博士。电子信箱:xuehuijun@yeah.net

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出版历程
- 收稿日期: 2021-09-09
- 网络出版日期: 2022-04-24

Fractal Characteristics of Pore Structure of Aeolian Sand Pumice Concrete Subjected to Freeze-thaw Cycles

1. College of Water Conservancy and Civil Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China;
2. College of Energy and Traffic Engineering, Inner Mongolia Agricultural University, Hohhot 010018, China;
3. Department of Civil Engineering, Ordos Institute of Technology, Ordos 017000, China

摘要

摘要: 利用天然浮石作为粗骨料，以沙漠风积沙等质量替代部分河砂作为细骨料，配制风积沙浮石混凝土并对其进行抗冻耐久性试验。借助核磁共振技术对冻融循环作用下不同风积沙替代率的浮石混凝土孔结构进行测试，并揭示冻融循环作用下风积沙浮石混凝土孔结构与分形维数间关系。结果表明：风积沙替代率低于40%对浮石混凝土抗冻性影响不大，但风积沙替代率为60%的浮石混凝土抗冻性不满足设计要求；风积沙浮石混凝土中大毛细孔（100 nm<r≤1 000 nm）占比多可增强其抗冻性，而有害孔（r>1 000 nm）占比多会削弱其抗冻性；分形维数D_max变化可反映混凝土微毛细孔（r≤100 nm）和有害孔（r>1 000 nm）占比变化。该研究可以为风积沙浮石混凝土在寒冷地区土木与水利工程中的应用提供理论支撑。
- 冻融循环 /
- 风积沙 /
- 浮石混凝土 /
- 核磁共振 /
- 孔结构 /
- 分形维数
Abstract: Natural pumice stone was used as coarse aggregate, and part of river sand was replaced by desert aeolian sand as fine aggregate. Aeolian sand pumice concrete was prepared and tested for frost resistance and durability. With the help of nuclear magnetic resonance, the pore structure of pumice concrete with different replacement rates of aeolian sand under the action of freeze-thaw cycles was tested, and the relations between the pore structure of aeolian sand pumice concrete under the action of freeze-thaw cycles and the fractal dimension was revealed. The results showed that:the replacement rate of aeolian sand lower than 40% had little effect on the frost resistance of pumice concrete, but the frost resistance of pumice concrete with the replacement rate of aeolian sand 60% did not meet the design requirements; a greater proportion of large pores in the aeolian sand pumice concrete (100 nm<r ≤ 1 000 nm) could increase its frost resistance, while a greater proportion of harmful pores (r>1 000 nm) could weaken its frost resistance; the change of fractal dimension D_max could reflect the change in the proportion micropores (r ≤ 100 nm) and harmful pores (r>1 000 nm) of concrete. The research could provide theoretical support for the applications of aeolian sand pumice concrete in civil and water conservancy projects in cold regions.
- freeze-thaw cycle /
- aeolian sand /
- pumice concrete /
- nuclear magnetic resonance /
- pore structure /
- fractal dimension

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