首页> 中文期刊> 《建材技术与应用》 >冻融和氯盐侵蚀耦合作用下的大掺量粉煤灰混凝土耐久性探讨

冻融和氯盐侵蚀耦合作用下的大掺量粉煤灰混凝土耐久性探讨

         

摘要

The north sea environment is very bad,which damages the concrete seriously,so the current research of concrete durability mainly focuses on the chloride ion penetration,sulphate erosion,freeze - thaw action and so on. Among them,the damage to concrete from chlorine salt erosion and freeze -thaw is particularly serious,so frost resistance and salt stress resistance design of marine engineering is particularly important. Considering the dominant factor of concrete degradation and cost,high fly ash content concrete( HFCC ) is becoming more and more attractive because of its economic and environmental profits. The author mainly discusses the durability of HFCC under the coupling effect of freeze-thaw and chlorine salt.%鉴于北方海洋环境十分恶劣,对混凝土的破坏严重,目前对于海工混凝土耐久性问题的研究主要集中在氯离子渗透、硫酸盐侵蚀、冻融作用等方面。其中,氯盐侵蚀和冻融作用对混凝土造成的破坏尤为严重,所以对海工混凝土进行抗冻、抗盐害的设计尤为重要。出于混凝土劣化的主导因素和经济性的考虑,在海工结构中,大掺量粉煤灰混凝土( High Fly Ash Content Concrete,简称HFCC)以其经济效益和环境效益被人们愈来愈重视。主要对氯盐和冻融耦合作用下的大掺量粉煤灰混凝土的耐久性进行了探讨。

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