自愈合对氯离子在开裂混凝土内侵蚀的影响

延永东; 金伟良; 王海龙

doi:10.13204/j.gyjz201105002

自愈合对氯离子在开裂混凝土内侵蚀的影响

doi: 10.13204/j.gyjz201105002

1.
浙江大学,杭州310058

基金项目:

国家自然科学基金重点项目(50538070);国家863科技项目(2006AA04Z422);国家自然科学基金项目(50809061)

详细信息

作者简介:
第一作者：延永东, 男, 1982年出生, 博士研究生。E-mail：yand@zju.edu.cn

中图分类号: TU528
计量
- 文章访问数: 89
- HTML全文浏览量: 12
- PDF下载量: 93
- 被引次数: 0
出版历程
- 收稿日期: 2010-05-25
- 刊出日期: 2011-05-20

INFLUENCE OF SELF-HEALING ON CHLORIDE ION INGRESS IN CRACKED CONCRETE

1.
Zhejiang University,Hangzhou 310058,China

摘要

摘要: 开裂及自愈合是混凝土不可避免的现象。对3种不同水灰比的预制多裂缝试件，进行40d和160d在质量分数为6%的NaCl溶液中的完全浸泡试验，结果表明，裂缝面处出现了不同程度的自愈合，自愈合面积随水灰比减小而增大，随时间增长而逐渐增大，但增大的速度逐渐变小。相同深度处裂缝附近的自由氯离子质量分数随距裂缝距离的增大而减小，且由于自愈合减小了裂缝面处的有效面积，导致氯离子从裂缝面侵入的数量小于从暴露表面侵入的数量。
- 混凝土 /
- 预制裂缝 /
- 氯离子 /
- 自愈
Abstract: Cracking and self-healing are inevitable phenomenon for concrete structures.Three types of concrete specimens with multi-pre-cracks are designed for the test.Then the specimens were exposed to 6% NaCl solution for 40 d and 160 d.At last the self-healing area fraction in cracks' surface and chloride concentration in concrete near cracks were detected by RCT methods.Results show that self-healing area is increased with exposure time and the value of W/C, it decreases the crack surface and chloride ion in the crack, which makes the chloride ion ingress into concrete through crack surface be less than that through exposed surface.
- concrete /
- pre-crack /
- chloride ion /
- self-healing

HTML全文

参考文献(9)

[1] 金伟良,赵羽习.混凝土结构耐久性[M].北京:科学出版社,2002.

[2] 王铁梦.工程结构裂缝控制[M].北京:中国建筑工业出版社,1997.

[3] Djerbi A, Bonnet S, Khelidj A, et al. Influence of Traversing Crack?on Chloride Diffusion into Concrete[J]. Cement and Concrete?Research,2008,38(6):877-883.

[4] Takewaka K, Yamaguchi T, Maeda S. Simulation Model for?Deterioration of Concrete Structures due to Chloride Attack[J]. Journal of Advanced Concrete Technology,2001(2):139-146.

[5] Nataliya H. Self-Sealing, Autogenous Healing and Continued?Hydration: What Is the Difference[J]. Materials and Structures,1998,31:563-567.

[6] 李佩珍,谢慧才. RCT快速氯离子检测方法及其应用[J].混凝土,2000(12):46-48.

[7] Neville A M. Properties of Concrete [M]. London: PrrMAN,1973.

[8] Suryavanshi A K. Estimation of Diffusion Coefficients for Chloride?Ion Penetration into Structural Concrete [J]. ACI Materials?Journal,2002,99(5):441-449.

施引文献

资源附件(0)

访问统计