The effects of organic corrosion inhibitor on concrete properties and frost resistance

被引:17
作者
Tian, Yupeng [1 ]
Bao, Jiuwen [1 ]
Xie, Deqing [2 ]
Wang, Bing [1 ]
Zhang, Peng [1 ]
Zhao, Tiejun [1 ]
Lei, Dongyi [1 ]
机构
[1] Qingdao Univ Technol, Ctr Durabil & Sustainabil Studies Shandong Prov, Qingdao 266033, Peoples R China
[2] State Key Lab High Performance Civil Engn Mat, Nanjing 210008, Peoples R China
基金
中国博士后科学基金;
关键词
Freeze -thaw cycles; Concrete; Concrete additive; Chloride attack; Organic corrosion inhibitor; FREEZE-THAW CYCLES; REINFORCED-CONCRETE; BEHAVIOR; CEMENT; STEEL; MICROSTRUCTURE; ABSORPTION; ADMIXTURE; PASTE;
D O I
10.1016/j.jobe.2022.105762
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Organic compounds are widely used as organic corrosion inhibitors (OCIs) for inhibiting chloride -induced corrosion in reinforced concrete. However, the effects of these organic compounds on concrete properties are unclear. In this paper, the effect of three types of commonly-used organic corrosion inhibitors (easter-, alcoholamine-, and carboxylic acid-based) on pore size distribution, hydration products, and microstructure is analyzed using the nuclear magnetic resonance (NMR), X-ray diffraction (XRD) and scanning electron microscope (SEM). Moreover, the mechanical properties, surface scaling resistance, and capillary absorption of OCIs-modified concrete after exposure to salt-frost cycles are also investigated. The obtained results show that the used OCIs do not affect the hydration product species. Easter-based OCIs can significantly decrease the pro-portion of larger pores, thus enhancing the compressive and reducing the capillary absorption rate. Concrete frost resistance has shown improvement after adding alcoholamine-, and carbox-ylic acid-based OCIs. However, easter-based OCIs may induce severe surface scaling by increasing the saturation of concrete pore water. The obtained results provide an experimental basis guiding the application of OCIs in cold regions.
引用
收藏
页数:14
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