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浙江大学学报(工学版)
浙江大学学报(工学版)
土木工程、交通工程     
民国建筑锈胀开裂时的临界锈蚀深度
董运宏, 淳庆, 许先宝, 王建国, 黄珊
1.东南大学 建筑学院,江苏 南京 210096; 
2.东南大学 城市与建筑遗产保护教育部重点实验室,江苏 南京 210096;
3.上海市建筑科学研究院 上海市工程结构安全重点实验室,上海 200032; 
4.东南大学 分析测试中心,江苏 南京 211189
Critical corrosion depth of rebar of Republican Period reinforced concrete structures
DONG Yun hong, CHUN qing, XU Xian bao, WANG Jian guo, HUANG Shan
1. School of Architecture, Southeast University, Nanjing 210096, China; 
2. Key Laboratory of Urban and Architectural Heritage Conservation of Ministry of Education, Southeast University, Nanjing 210096, China; 
3. Shanghai Key Laboratory of Engineering Structure Safety, Shanghai Research Institute of Building Sciences, Shanghai 200032, China;
4. Analysis and Testing Center, Southeast University, Nanjing 211189, China
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摘要：

为了研究江浙地区民国钢筋混凝土结构中钢筋锈胀开裂时的临界锈蚀深度,按照民国时期钢筋混凝土构件的构造要求,设计8组试验试件进行电化学加速锈蚀试验.分析钢筋锈胀开裂时的混凝土试件表面裂缝分布,对电化学加速锈蚀试验产生的钢筋锈蚀产物和民国钢筋混凝土建筑中钢筋自然锈蚀产物进行X射线衍射定量分析和比较,得出两种锈蚀产物的膨胀系数,求出自然状态下民国钢筋混凝土结构钢筋锈胀开裂时的临界锈蚀深度.结果表明：民国钢筋混凝土结构钢筋锈胀开裂的裂缝最先出现于钢筋在混凝土表面的投影线外边缘上,临界锈蚀深度与钢筋宽度的比值的均值为0.021.
Abstract:

Eight reinforced concrete test specimens were designed and made according to the structural requirements of reinforced concrete members in the era of Republic of China for electrochemical accelerated corrosion test in order to analyze the critical corrosion depth of rebar of the Republican Period reinforced concrete structures in Jiangsu and Zhejiang Province when concrete cover is cracked due to rebar’s corrosion expansion. The surface cracks distribution of the specimens was analyzed, and the test rusts from the specimens were compared with the natural rusts from the actual Republican Period reinforced concrete structures with the method of X-ray diffraction quantitative analysis. Results show that the cracks due to rebar’s corrosion expansion occur on the projection line of the edge of rectangular rebar. The average value of the ratio of the critical corrosion depth and the width of the rectangular rebar was achieved as 0.021 for the actual Republican Period reinforced concrete structures.
出版日期: 2017-01-01
CLC:  TU 375  
基金资助:

国家自然科学基金资助项目(51138002);上海市工程结构安全重点实验室开放课题资助项目(2015KF06);高等学校全国优秀博士学位论文专项资金资助项目(201452).
通讯作者: 淳庆,男,副教授,硕导. ORCID: 0000-0002-6258-9864.     E-mail: cqnj1979@163.com
作者简介: 董运宏（1990—）,男,硕士生,从事建筑技术科学的研究.ORCID: 0000-0001-9642-8455.E-mail: dyh.siamak@qq.com
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董运宏, 淳庆, 许先宝, 王建国, 黄珊. 民国建筑锈胀开裂时的临界锈蚀深度[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2017.01.004.

DONG Yun hong, CHUN qing, XU Xian bao, WANG Jian guo, HUANG Shan. Critical corrosion depth of rebar of Republican Period reinforced concrete structures. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2017.01.004.

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