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人防工程混凝土结构耐久性试验研究

朱秀芹

江西建材Issue(12):57-59,3.
江西建材Issue(12):57-59,3.

人防工程混凝土结构耐久性试验研究

Durability Test of Concrete Structure in Civil Air Defence Engineering

朱秀芹1

作者信息

  • 1. 邹平市发展和改革局,山东 邹平 256200
  • 折叠

摘要

Abstract

In order to improve the durability of civil air defense concrete,the effects of carbonization time and cycle times on chloride ion con-tent,carbonization depth and calcium carbonate content of concrete were analyzed.The results show that the surface depth distribution of free chloride content in concrete includes convection zone,diffusion zone and stable zone.The distribution of calcium carbonate content in the sur-face depth includes the surface floating slurry area,the complete carbonization area,the partial carbonization area and the uncarbonized area.With the increase of the number of cycles,the total carbonization area increased.The order of concrete carbonation depth is 6%NaCl<3%NaCl in clear water,that is,the higher the chloride ion concentration,the stronger the concrete carbonation resistance.

关键词

人防工程/混凝土结构/影响因素/抗氯离子性能/碳化性能

Key words

Civil air defence engineering/Concrete structure/Influencing factors/Chloride ion resistance/Carbonization property

分类

建筑与水利

引用本文复制引用

朱秀芹..人防工程混凝土结构耐久性试验研究[J].江西建材,2024,(12):57-59,3.

江西建材

1006-2890

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