CONCRETE DETERIORATION UNDER ALTERNATE ACTION OF CARBONATION AND SULFATE ATTACK

被引:0
|
作者
Li, Fenglan [1 ]
Gao, Rundong [2 ]
Zhao, Shunbo [1 ]
Shi, Changcheng [1 ]
机构
[1] North China Inst Water Conservancy & Hydroelect P, Sch Civil Engn & Commun, Zhengzhou, Peoples R China
[2] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing, Peoples R China
关键词
concrete; carbonation; sulfate; attack product; sulfate-ion content; strength;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
By micro- and macro-observations, the paper reveals the deterioration mechanisms of concrete under alternate action of carbonation and sodium sulfate solution attack (C-SA), the single sodium sulfate solution attack (SA) is also done as comparison. The studies indicate that in both cases, the main attack product is ettringite, some gypsum is checked only in the first layer of case SA, the thaumasite form of sulfate attack is not initiated in case C-SA. Compared with single sodium sulfate solution attack, although the carbonation layer mitigates the extent of sulfate attack in limited exposure period, the alternate action of carbonation and sulfate attack still leads to strength degradation to some extent. The effect of carbonation on sulfate attack for longer exposure period deserves further research.
引用
收藏
页码:499 / 505
页数:7
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