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混凝土与制品
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半浸泡干湿循环下混凝土硫酸盐腐蚀性能研究

作者:刘晋艳1,2,巩天真1,李强3

关键字:半浸泡,硫酸盐侵蚀,浸泡区,干湿交替区,水胶比

 
[1.山西大学 土木工程系,山西 太原  030013;2.中国矿业大学(北京) 力学与建筑工程学院,北京  100083;3.国网山西省电力公司,山西 太原  030001]
 
    摘要:研究了水胶比和硅灰掺量对半浸泡干湿循环混凝土抗压强度的影响,并用SEM对浸泡区与干湿交替区的微观结构进行分析。结果表明:硅灰的掺入有利于混凝土28 d抗压强度的提高,较大的硅灰掺量应当配合较大的水胶比;掺硅灰的混凝土强度优势在干湿循环后期逐步体现,并且掺量在10%~15%效果较优;半浸泡干湿循环试件的浸泡区局部发生化学侵蚀,生成钙矾石,干湿交替区发生化学物理综合性侵蚀,生成石膏和芒硝,干湿交替区域的腐蚀更严重。
    关键词:半浸泡;硫酸盐侵蚀;浸泡区;干湿交替区;水胶比;硅灰
    中图分类号:TU528.33        文献标识码:A        文章编号:1001-702X(2017)04-0087-04
 
Study on the corrosion performance of concrete under wetting-drying sulfate partial soaking attack
LIU Jinyan1,2,GONG Tianzhen1,LI Qiang3
[1.Department of Civil Engineering,Shanxi University,Taiyuan 030013,China;2.School of Mechanics and Civil Engineering,China University of Mining & Technology(Beijing),Beijing 100083,China;3.State Grid Shanxi Electric Power Company,Taiyuan 030001,China]
    Abstract:The influence of water binder ratio and silica fume content on the compressive strength of concrete under wetting-drying sulfate partial soaking attack was studied, and the SEM was used to analyze the microstructure of the immersion zone and the dry-wet cycling zone. The results show that,the addition of silica fume increased the 28 d compressive strength of concrete,and larger silica fume content should be matched with larger water binder ratio;the strength superiority of concrete with silica fume is gradually revealed in the later period of dry-wet cycles,and the optimal amount of silica fume was 10%~15%;chemical erosion with ettringite corrosion product occurred in local area of immersion zone,while chemical and physical comprehensive erosion with gypsum and mirabilite corrosion product occurred in the dry-wet cycling zone,and the latter is more serious.
    Key words:partial soaking,sulfate attack,the immersion zone,the dry-wet cycling zone,water binder ratio,silica