硅酸盐通报2012，Vol.31Issue(4)：979-983,5.
冻融环境下混凝土碳化深度的试验研究
Experimental Study on Concrete Carbonation Depth in Freezing-thawing Circumstance
摘要
Abstract
Factors that influence concrete carbonation in freezing-thawing circumstance are analyzed in this paper. On the basis of test data, the calculation formula for freeze -thaw-carbonation damage coefficient is given by using regression analysis method. And then, a model for predicting carbonation depth of concrete is presented. This model takes freeze-thaw cycle times and water- binder ratio as the main parameter. The results calculated by the model agree well with the spot-data, so it can be used as a reference for predicting the initial corrosion times of steel-bar.关键词
冻融环境/混凝土碳化/预测模型Key words
freezing-thawing environment/ concrete carbonation/ predicting model分类
数理科学引用本文复制引用
于琦,牛荻涛,元成方,屈锋..冻融环境下混凝土碳化深度的试验研究[J].硅酸盐通报,2012,31(4):979-983,5.基金项目
国家杰出青年科学基金(No.50725824) （No.50725824）
陕西省"13115"科技创新工程项目(2010ZDKG-55) （2010ZDKG-55）
