碳化作用下安全壳混凝土结构耐久性研究  

Study on durability of containm ent concrete structure under the action of carbonation

作　　者：孔祥龙[1] 廖开星 汤志杰[1] 李毅[1] 遆文新[1] 

机构地区：[1]苏州热工研究院有限公司寿命管理技术中心老化管理研究所,江苏苏州215004

出　　处：《混凝土》2015年第3期21-22,30,共3页Concrete

基　　金：国家高技术研究发展计划(863计划)(2012AA050901)

摘　　要：安全壳混凝土结构因其特殊性,对其耐久性方面研究成果较少,而碳化作用作为混凝土老化的主要机理之一,应进行重点研究。对安全壳混凝土试块进行快速碳化试验,取得不同龄期下安全壳混凝土碳化深度的变化规律;基于此规律,结合安全壳的实际环境因素,得出安全壳碳化深度随机预测模型。以碳化深度到达保护层厚度作为失效标志,使用Monte Carlo模拟得到不同服役年限下安全壳的失效概率,并拟合得出安全壳碳化失效随机概率预测模型。The research achievements of containment concrete structure durability is less due to its particularity, and carbonation should be focused on as is one of the main mechanism of concrete aging. The change regulation of concrete carbonation depth at different ages was obtained by the fast carbonization testing on containment concrete specimens, based on this regulation, combining the actual envi- ronmental factors of containment, the random prediction model of containment carbonization depth was obtained.Making the carbonation depth reaches the protection layer thickness as a failure indicate ,the failure probability of containment at different service life was respec- tively given by Monte Carlo simulation and the random prediction model for containment carbonization failure was obtained by fitting.

关 键 词：安全壳 碳化 失效概率 预测模型 

分 类 号：TU528.01[建筑科学—建筑技术科学]