{"created":"2023-07-27T06:26:17.526266+00:00","id":9947,"links":{},"metadata":{"_buckets":{"deposit":"fb1f4398-0a5c-484c-a1d5-2b562d7e2d3b"},"_deposit":{"created_by":3,"id":"9947","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"9947"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00009947","sets":["934:935:936"]},"author_link":["14626","104"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-09-15","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"9","bibliographicPageEnd":"1081","bibliographicPageStart":"1075","bibliographicVolumeNumber":"52","bibliographic_titles":[{"bibliographic_title":"材料=Journal of the Society of Materials Science, Japan"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In Japan, the polymer-modified cement mortar (PCM) with the corrosion inhibitor has often been used as repair materials for deteriorated reinforced concrete structures due to the chloride-induced steel corrosion. In this study, the reinforced concrete specimens with two levels of chloride content were prepared and exposed to wet and dry cycles in the chamber for a long period to clarify the macro-cell corrosion of steel bar in the concrete. The effectiveness of the type and dosage of corrosion inhibitor, LiNO_2 or Ca(NO_2)_2, in PCM and the degree of chipping around steel bars in repair work in preventing the steel corrosion in concrete were comparatively investigated by means of electro-chemical measurements such as linear polarization resistance and AC impedance methods. From the experimental results, it was found that PCM with both corrosion inhibitors of LiNO_2 and Ca(NO_2)_2 had almost the same effect in preventing the steel corrosion when their NO_2^- molecular ratio to Cl^- was constant, and that the chipping and patching work beyond steel bars was more effective in restoring the passive state of steel bars. Furthermore, both the linear polarization resistance and the AC impedance methods were very useful as a nondestructive inspection method for estimating the corrosion behavior of steel bars in repaired and unrepaired concrete with PCM.","subitem_description_type":"Abstract"}]},"item_4_description_5":{"attribute_name":"提供者所属","attribute_value_mlt":[{"subitem_description":"金沢大学理工研究域環境デザイン学系","subitem_description_type":"Other"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本材料学会"}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://ci.nii.ac.jp/naid/110002302224/","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"日本材料学会；本文データは日本材料学会の許諾に基づきCiNiiから複製したものである"}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN00096175","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0514-5163","subitem_source_identifier_type":"ISSN"}]},"item_4_version_type_25":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"青山, 實伸"}],"nameIdentifiers":[{"nameIdentifier":"14626","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"鳥居, 和之"}],"nameIdentifiers":[{"nameIdentifier":"104","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"50115250","nameIdentifierScheme":"金沢大学研究者情報","nameIdentifierURI":"http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=50115250"},{"nameIdentifier":"50115250","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000050115250"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-10-03"}],"displaytype":"detail","filename":"TE-PR-TORII-K-1075.pdf","filesize":[{"value":"771.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-TORII-K-1075.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/9947/files/TE-PR-TORII-K-1075.pdf"},"version_id":"fdfa69a2-d8a3-4fae-8068-f367d7947b02"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"防錆剤混入ポリマーセメントモルタルによる塩害劣化コンクリート中の鉄筋の防食効果(<特集>建設材料)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"防錆剤混入ポリマーセメントモルタルによる塩害劣化コンクリート中の鉄筋の防食効果(<特集>建設材料)"},{"subitem_title":"Effectiveness of Polymer-Modified Cement Mortar with Corrosion Inhibitor in Preventing Chloride-Induced Steel Corrosion in Concrete(<Special Issue>Structural Materials)","subitem_title_language":"en"}]},"item_type_id":"4","owner":"3","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"9947","relation_version_is_last":true,"title":["防錆剤混入ポリマーセメントモルタルによる塩害劣化コンクリート中の鉄筋の防食効果(<特集>建設材料)"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2024-06-20T06:29:20.833406+00:00"}