首页|复合盐冻侵蚀下玻璃粉对混凝土孔隙结构影响分析

复合盐冻侵蚀下玻璃粉对混凝土孔隙结构影响分析

扫码查看
玻璃粉作为掺合料用于混凝土的改良已得到广泛关注和研究,然而关于复合盐溶液冻融循环下玻璃粉混凝土的孔隙结构特征尚未形成一致认识.针对不同玻璃粉掺量下的混凝土试样,开展室内复合盐溶液冻融循环试验和CT扫描试验,分析了不同玻璃粉掺量下混凝土孔隙结构特征参数分布变化规律,进一步揭示复合盐冻侵蚀下玻璃粉对混凝土细观损伤特征的影响机理.结果表明,玻璃粉掺量增加一定程度上降低了因复合盐冻侵蚀导致的混凝土孔隙结构分布波动变化;10%掺量的玻璃粉对混凝土受复合盐冻损伤影响抑制效果相对更好.相关研究成果可为盐冻环境下混凝土结构冻融侵蚀损伤防治及玻璃粉固废材料的资源化利用提供一定的理论支撑.
Analysis of Influence of Glass Powder on Pore Structure of Concrete Under Compound Salt Freezing Erosion
The use of glass powder as an admixture for the improvement of concrete has been widely concerned and studied.However,there is no consensus on the pore structure characteristics of glass powder concrete under freeze-thaw cycles of composite salt solutions.Based on the freeze-thaw cycle test of composite salt solution and CT technology,pore structure characteristics distribution of concrete under different glass powder content were analyzed to reveal the mecha-nism of the influence of glass powder on the microscopic damage characteristics of concrete under composite salt freezing erosion.The results indicate that the increase of glass powder content reduces the fluctuation in the distribution of con-crete pore structure caused by composite salt frost erosion to a certain extent.The glass powder with a 10% content has a relatively better inhibitory effect on the composite salt freezing damage on concrete.The relevant results can provide theoretical support for the prevention and treatment of freeze-thaw erosion damage to concrete structures in salt freezing environments,as well as the resource utilization of glass powder solid waste materials.

composite salt freezing erosionglass powder concreteCT testpore structure

宿辉、袁乐忠、刘世伟、穆智勇、张晓、韩小庆

展开 >

河北工程大学 水利水电学院,河北 邯郸 056038

河北工程大学 河北省智慧水利重点实验室,河北 邯郸 056038

中国地质大学水资源与环境学院,北京 100000

冀中能源峰峰集团有限公司,河北 邯郸 056038

展开 >

复合盐冻侵蚀 玻璃粉混凝土 CT扫描试验 孔隙结构

河北省重大科技专项河北省高等学校科学技术研究项目

E2020402087QN2021030

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(9)
  • 4