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变电站混凝土立柱无损检测与损伤分析
引用本文:刘纯,陈红冬,胡波涛.变电站混凝土立柱无损检测与损伤分析[J].湖南电力,2009,29(4):8-10.
作者姓名:刘纯  陈红冬  胡波涛
作者单位:湖南省电力公司试验研究院,湖南,长沙,410007
摘    要:对变电站混凝土立柱进行了外观检查和无损检测,测定了抗压强度,并对混凝土的碳化、冻融和钢筋腐蚀进行了原因分析,指出混凝土剥落是由混凝土碳化和冻融共同作用产生,钢筋锈蚀促进了混凝土保护层的脱落,并提出了建议。

关 键 词:变电站  混凝土强度  无损检测  碳化分析  冻融

NDT and damage analysis of substation concrete pile
LIU Chun,CHEN Hong-dong,HU Bo-tao.NDT and damage analysis of substation concrete pile[J].Hunan Electric Power,2009,29(4):8-10.
Authors:LIU Chun  CHEN Hong-dong  HU Bo-tao
Affiliation:Hunan Electric Power Test & Research Institute;Changsha 410007;China
Abstract:Through the microscopic examination and nondestructive test(NDT),the concrete strength of a substation concrete pile was determined.The carbonization and the freeze-thaw of the concrete and the corrosion of steel bars were analyzed.It was pointed out that the concrete spalling damage was caused by the cooperation of the concrete carbonization and freeze-thaw and the corrosion of steel bars accelerated the concrete flaking away.Suggestions were given in the end.
Keywords:substation  concrete strength  non-destructive test  carbonization analysis  freeze-thaw  
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