WEKO3
アイテム
Deterioration Mechanism and Estimation of Durability of Reinforced Concrete in Marine Environment ― 5-year Exposure ―
https://kindai.repo.nii.ac.jp/records/22015
https://kindai.repo.nii.ac.jp/records/22015efae6282-2c30-4361-a61f-eaa861ff827e
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN10074306-20010228-0031.pdf (548.4 kB)
|
|
| Item type | ☆紀要論文 / Departmental Bulletin Paper(1) | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| 公開日 | 2021-09-21 | |||||||||
| タイトル | ||||||||||
| タイトル | Deterioration Mechanism and Estimation of Durability of Reinforced Concrete in Marine Environment ― 5-year Exposure ― | |||||||||
| 言語 | en | |||||||||
| 著者 |
Kawahigashi, Tatsuo
× Kawahigashi, Tatsuo
|
|||||||||
| 言語 | ||||||||||
| 言語 | eng | |||||||||
| キーワード | ||||||||||
| 主題 | reinforced concrete, marine environment, deterioration mechanism, exposure test, estimation, non-destructive measurement, destructive measurement | |||||||||
| 資源タイプ | ||||||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||
| 資源タイプ | departmental bulletin paper | |||||||||
| 著者 所属 | ||||||||||
| 値 | 近畿大学 | |||||||||
| 著者所属(翻訳) | ||||||||||
| 値 | Institute for Science and Technology, Kinki University | |||||||||
| 版 | ||||||||||
| 出版タイプ | NA | |||||||||
| 出版タイプResource | http://purl.org/coar/version/c_be7fb7dd8ff6fe43 | |||||||||
| 出版者 名前 | ||||||||||
| 出版者 | 近畿大学理工学総合研究所 | |||||||||
| 書誌情報 |
理工学総合研究所研究報告 en : Annual reports by Research Institute for Science and Technology 号 28, p. 31-38, 発行日 2001-02-28 |
|||||||||
| ISSN | ||||||||||
| 収録物識別子タイプ | ISSN | |||||||||
| 収録物識別子 | 09162054 | |||||||||
| 抄録 | ||||||||||
| 内容記述タイプ | Abstract | |||||||||
| 内容記述 | [Abstract] Reiriforced-concrete structures in the marine environment often deteriorate in the early stages of their service life. The main cause is corrosion of the reinforcing steel and the concrete, which may interact adversely with each other. The deterioration, which is influenced by various factors, such as the mix proportion of the concrete, the depth of cover and the environmental conditions, results from physiochemical processes, such as ion transportation and carbonation. Transport phenomena through the pores of concrete may occur by the penetration and diffusion of substances such as chloride ions, carbon dioxide and sulfate. The results of the pulse-velocity measurements over 5 years show that lining the concrete surface can inhibit its deterioration. The half-cell potential and polarization resistance test results show that the corrosion of reinforcing steel increases with exposure time. The results of potentiometric titration, X-ray diffraction and microanalysis show that chloride penetration and diffusion are influenced by the mix proportion and the casting direction of the concrete and the setting conditions at the marine site. This study is discussed about the results of the non-destructive measurements in exposure sites and the physiochemical measurements in laboratory, and discussed about the estimation of deterioration from those results. | |||||||||
| フォーマット | ||||||||||
| 内容記述タイプ | Other | |||||||||
| 内容記述 | application/pdf | |||||||||
