| 地下水强酸盐复合腐蚀环境下不同矿物掺合料对水泥砂浆耐腐蚀性能的影响 |
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| 引用本文： | 杨志刚,蒋正武,李文婷,马敬畏. 地下水强酸盐复合腐蚀环境下不同矿物掺合料对水泥砂浆耐腐蚀性能的影响[J]. 重庆建筑大学学报, 2015, 37(5): 82-87 |
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| 作者姓名： | 杨志刚 蒋正武 李文婷 马敬畏 |
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| 作者单位： | 贵州高速公路集团有限公司，贵阳 5500047,同济大学 先进土木工程材料教育部重点实验室，上海 200092,同济大学 先进土木工程材料教育部重点实验室，上海 200092,同济大学 先进土木工程材料教育部重点实验室，上海 200092 |
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| 摘 要： | 模拟了贵州地区地下水强酸盐复合腐蚀环境，系统研究了粉煤灰、矿渣粉和硅灰3种矿物掺合料单掺与复掺对水泥砂浆耐腐蚀性能，如耐蚀系数、质量变化率、氯离子相对扩散系数的影响规律，并探讨了地下水强酸盐复合腐蚀环境下水泥砂浆的腐蚀机理。结果表明，与基准砂浆相比，单掺与复掺矿物掺合料均提高了砂浆的耐蚀系数，降低了砂浆后期氯离子相对扩散系数，但增大了砂浆质量损失率。这3项指标从不同角度反映了地下水复合腐蚀环境下水泥砂浆的耐腐蚀性能。
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| 关 键 词： | 酸盐复合腐蚀；水泥砂浆；矿物掺合料；耐蚀系数；质量损失率 |
| 收稿时间： | 2015-03-16 |
Influence of mineral admixtures on corrosion resistance of cement mortar exposed to strong acid and salt composite groundwater |
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| Yang Zhigang,Jiang Zhengwu,Li Wenting and Ma Jingwei. Influence of mineral admixtures on corrosion resistance of cement mortar exposed to strong acid and salt composite groundwater[J]. Journal of Chongqing Jianzhu University, 2015, 37(5): 82-87 |
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| Authors: | Yang Zhigang Jiang Zhengwu Li Wenting Ma Jingwei |
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| Affiliation: | Guizhou Expressway Group Co.,Ltd, Guiyang5500047, P.R. China,Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, Tongji University, 200092 Shanghai, P.R.China,Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, Tongji University, 200092 Shanghai, P.R.China and Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, Tongji University, 200092 Shanghai, P.R.China |
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| Abstract: | The strong acid and salt composite groundwater in Guizhou province is simulated in the lab, and the influence of single addition and composite addition of mineral admixtures such as fly ash, slag and silica fume etc. on corrosion resistances of cement mortar using the evaluation indexes such as anti-corrosion coefficient, mass change fraction and chloride ion relative diffusion coefficient in the simulated solution is systematically studied. And its anti-corrosion mechanism of cement mortar is discussed. The results show that the single or composite addition of mineral admixtures results in the improvement of anti-corrosion coefficient, the reduction of chloride ion relative diffusion coefficient and the increase of mass change fraction of mortar compared with the control mortar. The three proposed evaluation indexes can evaluate the corrosion resistance of cement mortar exposed to strong acid and salt composite groundwater from different perspectives. |
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| Keywords: | acid and salt composite corrosion cement mortar mineral admixtures anti-corrosion coefficient mass change fraction |
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