| 種別 | 論文 |
| 主題 | Carbonation and Chloride Penetration into Concrete After High Temperature Exposure |
| 副題 | |
| 筆頭著者 | Totsawat DAUNGWILAILUK （Hiroshima University） |
| 連名者1 | Tatsuya KITAGAWA（Hiroshima University） |
| 連名者2 | 小川由布子（広島大学） |
| 連名者3 | 河合研至（広島大学） |
| 連名者4 | |
| 連名者5 | |
| キーワード | Durability、Electrical resistance method、High temperature exposure、Moisture transfer |
| 巻 | 40 |
| 号 | 1 |
| 先頭ページ | 591 |
| 末尾ページ | 596 |
| 年度 | 2018 |
| 要旨 | The aim of the research is to understand how carbon dioxide and chloride penetrate into post-fire concrete which can be used without repairing, by investigating the moisture transfer in concrete. Concrete specimens with water-to-cement ratios of 0.35 and 0.45 were heated up to 350 °C. Then, the moisture transfer, and accelerated carbonation and chloride penetration depths in the specimens were measured. As a result, the carbonation and chloride penetration depths of the heated specimen were larger than the unheated specimen because of low moisture content and micro-cracks. |
| PDFファイル名 | 040-01-1093.pdf |