熊焱, 吴迪, 刘赋安. 基于微观结构分析的再碱化对高温后混凝土抗压强度修复试验研究[J]. 工程力学, 2013, 30(6): 205-211. DOI: 10.6052/j.issn.1000-4750.2012.02.0098
引用本文: 熊焱, 吴迪, 刘赋安. 基于微观结构分析的再碱化对高温后混凝土抗压强度修复试验研究[J]. 工程力学, 2013, 30(6): 205-211. DOI: 10.6052/j.issn.1000-4750.2012.02.0098
XIONG Yan, WU Di, LIU Fu-an. EXPERIMENTAL STUDY ON REALKALIZATION REPAIR OF CONCRETE COMPRESSIVE STRENGTH AFTER HIGH-TEMPERATURE BASED ON MICROSTRUCTURE ANALYSIS[J]. Engineering Mechanics, 2013, 30(6): 205-211. DOI: 10.6052/j.issn.1000-4750.2012.02.0098
Citation: XIONG Yan, WU Di, LIU Fu-an. EXPERIMENTAL STUDY ON REALKALIZATION REPAIR OF CONCRETE COMPRESSIVE STRENGTH AFTER HIGH-TEMPERATURE BASED ON MICROSTRUCTURE ANALYSIS[J]. Engineering Mechanics, 2013, 30(6): 205-211. DOI: 10.6052/j.issn.1000-4750.2012.02.0098

基于微观结构分析的再碱化对高温后混凝土抗压强度修复试验研究

EXPERIMENTAL STUDY ON REALKALIZATION REPAIR OF CONCRETE COMPRESSIVE STRENGTH AFTER HIGH-TEMPERATURE BASED ON MICROSTRUCTURE ANALYSIS

  • 摘要: 该文对高温作用经再碱化修复后的混凝土进行了压汞测孔试验及抗压强度试验,研究了混凝土微观结构与其宏观力学性能之间的关系。试验结果表明,高温后混凝土的抗压强随着温度升高呈现下降的趋势,混凝土的微观结构变差,粗大孔明显增多;经再碱化修复后,混凝土的抗压强度得到一定程度的提高,微观结构得到明显改善,粗大孔明显减少。混凝土微观结构的变化与其宏观力学性能一致,说明了再碱化可以一定程度的修复高温作用后混凝土的力学性能,同时改善混凝土的耐久性能。

     

    Abstract: The experiments of mercury intrusion porosimetry and compressive strength of concrete after high temperature are performed,and the relationship between microstructure and mechanical properties of concrete is investigated.The results show that the compressive strength of concrete decreased with the temperature increased,the microstructure of concrete becomes worse,and the macro porous has evident increase.After realkalization,the compressive strength of concrete is improved to some extent,the microstructureis improved obviously,and the macro porous is decreased significantly.The variation of microstructure in concrete is in consistence with the change of mechanical properties,which draws a conclusion that the realkalization repairing can recover the mechanical property and the durability of concrete after high temperature.

     

/

返回文章
返回