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抗硫酸盐腐蚀-AAR-氯离子扩散耦合作用对混凝土性能影响研究
引用本文:刘连新,张伟勤,蒋宁山,臧亚美,刘成奎,徐婷婷,高梦芫. 抗硫酸盐腐蚀-AAR-氯离子扩散耦合作用对混凝土性能影响研究[J]. 青海大学学报, 2013, 0(5): 1-8
作者姓名:刘连新  张伟勤  蒋宁山  臧亚美  刘成奎  徐婷婷  高梦芫
作者单位:青海大学土木工程学院,青海西宁810016
摘    要:按照西宁火车站改造工程需要,为了研究混凝土总含碱量对混凝土在高浓度的碱作用下的物理力学性能劣化与失效规律,在6种混凝土配合比的基础上,按是否掺外加剂、含碱量为1.6%掺入NaOH和不掺入NaOH,共设计了12个试验配合比,分别在常温(20±1)℃和加温(40±2)℃的腐蚀溶液中进行了强度变化、质量变化、长度变化的测试和观察.结果表明:C50强度等级的混凝土配合比完全满足抗硫酸盐腐蚀-AAR-氯离子扩散的耦合作用下工程要求的各项性能指标.

关 键 词:抗硫酸盐腐蚀  AAR  氯离子扩散  耦合作用  混凝土性能  实验分析

Effects of sulfate resisting corrosion-AAR-chlorine ion diffusion coupling on the concrete properties
LIU Lianxin,ZHANG Weiqin,ZANG Yamei,JIANG Ningshan,LIU Chengkui,XU Tintin,GAO Mengyan. Effects of sulfate resisting corrosion-AAR-chlorine ion diffusion coupling on the concrete properties[J]. Journal of Qinghai University(Natural Science), 2013, 0(5): 1-8
Authors:LIU Lianxin  ZHANG Weiqin  ZANG Yamei  JIANG Ningshan  LIU Chengkui  XU Tintin  GAO Mengyan
Affiliation:( School of Civil Engineering, Qinghai University, Xining 810016, China)
Abstract:According to needs of renovation project for the Xining Railway Station, the physi - me- chanical properties of deterioration and failure of concrete were investigated under high concentra- tions of alkali. Based on six kinds mix proportion of concrete, according to whether use the admixture doped,1.6% NaOH or not. Twelve treatments with different mix proportion were set to measure change of strength, mass and length at room temperature (20 ±1)℃ and heating (40 ±2)℃ with corrosive solution respectively. The results show that mix proportion of C50 fully meet performance indicators of the engineering requirements in coupling effect for sulfate resisting corrosion -AAR( Al- kali -aggregate reaction ) -chlorine ion diffusion.
Keywords:resistance to sulfate corrosion  AAR  chloride ion diffusion  coupling effect  concrete performance  experimental analysis
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