{"created":"2023-07-27T06:25:31.444339+00:00","id":8856,"links":{},"metadata":{"_buckets":{"deposit":"0037e4bb-cb00-4345-ad4c-205fe415b58c"},"_deposit":{"created_by":3,"id":"8856","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8856"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00008856","sets":["934:935:936"]},"author_link":["12558","12557","12559","104"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-01-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"7","bibliographicPageEnd":"50","bibliographicPageStart":"42","bibliographicVolumeNumber":"43","bibliographic_titles":[{"bibliographic_title":"コンクリート工学 = Concrete journal"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"我が国でASRにより損傷を受けた構造物が確認されて以来, 各種のASR抑制対策が確立されたが, その効果は十分に検証されたわけではない。最近では, ASR膨張が原因と考えられる鉄筋破断までも確認されている。著者らは, 長年にわたりASR損傷橋脚に対する補修・補強工法のASR抑制効果に関する一連の調査・研究を行ってきた。本報告は, ASR対策工法として樹脂塗装工法, 鋼板巻き立て工法, PC鋼材巻き立て工法に注目し, 大型RC試験体の長期暴露試験, 実橋脚での補強後の追跡調査に基づき, 各工法のASR抑制効果, 特徴, 今後の課題などを考察したものである。","subitem_description_type":"Abstract"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本コンクリート工学会 = Japan Concrete Institute"}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jci-net.or.jp/","subitem_relation_type_select":"URI"}},{"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/article/coj1975/43/7/43_42/_article/-char/ja/","subitem_relation_type_select":"URI"}},{"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://japanlinkcenter.org/DN/JST.Journalarchive/coj1975/43.7_42","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © 公益社団法人 日本コンクリート工学会"}]},"item_4_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN00094169","subitem_source_identifier_type":"NCID"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0387-1061","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":"石井, 浩司"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"奥田, 由法"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"谷川, 伸"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"鳥居, 和之"}],"nameIdentifiers":[{},{},{}]}]},"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-42.pdf","filesize":[{"value":"23.8 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-TORII-K-42.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/8856/files/TE-PR-TORII-K-42.pdf"},"version_id":"69c2dda4-be60-4360-9c97-3e749afd64fd"}]},"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":"ASRにより劣化したコンクリート橋脚の補修・補強工法による抑制効果","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ASRにより劣化したコンクリート橋脚の補修・補強工法による抑制効果"}]},"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":"8856","relation_version_is_last":true,"title":["ASRにより劣化したコンクリート橋脚の補修・補強工法による抑制効果"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-07-28T02:02:40.871181+00:00"}