首页|氯盐干湿循环下风积沙混凝土微观结构演变

氯盐干湿循环下风积沙混凝土微观结构演变

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为探究干湿循环作用下风积沙混凝土内部微观结构的演变规律,试验采用河砂质量的 0、25%、50%、75%及 100%的风积沙替代河砂制备混凝土,在NaCl质量分数为 3.5%的溶液中进行干湿循环试验.利用扫描电镜、核磁共振等技术对氯盐干湿循环作用下风积沙混凝土(aeolian sand concrete,ASC)的微观结构及氯离子侵蚀机理进行分析.结果表明:随风积沙质量分数增大,ASC内部自由氯离子质量分数先减小后增大;随侵蚀深度的增加,自由氯离子质量分数逐渐减小;氯盐干湿循环使ASC内部产生了大量盐结晶,结晶压力造成ASC内部孔结构劣化,核磁共振T2 图谱不断右移,其中采用河砂质量的 100%的风积沙替代河砂的混凝土(A100)在氯盐干湿循环过程中损伤最严重.
The microstructure evolution of aeolian sand concrete under dry-wet cycles of chlorine salt solution
In order to investigate the evolution of the internal microstructure of aeolian sand concrete under the action of dry-wet cycling,Tests were conducted using 0,25%,50%,75%and 100%of the mass of river sand in place of river sand for concrete preparation,and the dry-wet cycling test was carried out in a solution with a NaCl mass fraction of 3.5%.Scanning electron microscope,nuclear magnetic resonance and other techniques were used to analyze the microstructure and chloride erosion mechanism of ASC under the dry and wet cycles of chloride salt.The results showed that the mass fraction of free chloride ions inside the ASC decreased and then increased with the increase of the mass fraction of aeolian sand concrete,and the mass fraction of free chloride ions gradually decreased with the increase of the erosion depth.The dry and wet cycles of chloride salts produced a large amount of salt crystals inside the ASC,and the crystals pressure caused the deterioration of the internal pore structure of the ASC,and the nuclear magnetic resonance T2 pattern was constantly shifted to the right,in which A100 was most seriously damaged during the chlorine salt dry-wet cycling process.

aeolian sand concretedry-wet cycle of chlorine salt solutionmicrostructurefree chlorideerosion mechanism

董伟、朱相茹、王雪松、周梦虎

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内蒙古科技大学土木工程学院,内蒙古 包头 014010

内蒙古自治区土木工程安全与耐久性重点实验室,内蒙古 包头 014010

风积沙混凝土 氯盐干湿循环 微观结构 自由氯离子 侵蚀机理

国家自然科学基金资助项目内蒙古自治区自然科学基金资助项目内蒙古自治区直属高校基本科研业务费资助项目内蒙古科技大学建筑科学研究所开放基金资助项目

522680442021LHMS050192023QNJS161JYSJJ-2021Q01

2024

山东大学学报(工学版)
山东大学

山东大学学报(工学版)

CSTPCD北大核心
影响因子:0.634
ISSN:1672-3961
年,卷(期):2024.54(4)