Enhancing concrete sulfate resistance by adding NaCl

被引:16
|
作者
Du, Jianmin [1 ]
Liu, Zheng [1 ]
Sun, Jing [1 ]
Li, Guanhua [2 ]
Wu, Xiaosuo [1 ]
Li, Guo [1 ]
Lv, Yajun [3 ]
Wang, Kejin [4 ]
机构
[1] China Univ Min & Technol, Jiangsu Key Lab Environm Impact & Struct Safety E, Xuzhou 221116, Jiangsu, Peoples R China
[2] CUMT Engn Consultancy & Res Inst Co Ltd Jiang Su, Xuzhou 221008, Jiangsu, Peoples R China
[3] North China Univ Water Resources & Elect Power, Sch Architecture, Zhengzhou 450045, Peoples R China
[4] Iowa State Univ, Dept Civil Construct & Environm Engn, Ames, IA 50011 USA
基金
中国国家自然科学基金;
关键词
Concrete; Sulfate resistance; Adding NaCl; Inhibition ratio; Compressive strength; CHLORIDE THRESHOLD LEVEL; BLENDED CEMENTS; PORTLAND-CEMENT; SILICA FUME; ATTACK; IONS; PLAIN; EXPANSION; CORROSION; MORTARS;
D O I
10.1016/j.conbuildmat.2022.126370
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study aimed to investigate the effects of adding NaCl on sulfate resistance of ordinary concrete. Concrete specimens were fabricated with 0.1%, 0.5%, and 1.0% NaCl (by weight of cement) and subjected to 10% Na2SO4 solution. The visual appearance of concrete was observed regularly. The compressive strength, ultrasonic velocity, and SO42- ion concentrations in concrete were also determined. Results indicated that incorporating NaCl in concrete can effectively inhibit the entry of external SO42- ions, consume the corrodible cement hydration products, and reduce corrosion product formation in concrete, thereby substantially enhancing the sulfate resistance of concrete. Under either full or partial immersion corrosion test, adding NaCl can reduce the compressive strength loss of concrete, lessen the development of concrete damaged layer thickness, and prevent the decline of concrete's relative dynamic modulus. The sulfate resistance of concrete is approximately linear with NaCl content, particularly for concrete under partial immersion sulfate attack condition.
引用
收藏
页数:11
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