{"created":"2023-05-15T11:02:39.061174+00:00","id":21,"links":{},"metadata":{"_buckets":{"deposit":"dadb80e5-eca1-46bd-bb83-8a9a29c0ab40"},"_deposit":{"created_by":11,"id":"21","owners":[11],"pid":{"revision_id":0,"type":"depid","value":"21"},"status":"published"},"_oai":{"id":"oai:iot.repo.nii.ac.jp:00000021","sets":["1:12"]},"author_link":["23","27","24","25","28","26"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"6","bibliographicPageEnd":"28","bibliographicPageStart":"23","bibliographic_titles":[{"bibliographic_title":"ものつくり大学紀要"},{"bibliographic_title":"The Bulletin of Institute of Technologists","bibliographic_titleLang":"en"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this study, beams which have transverse tension cracks and diagonal tension cracks were repaired with ultralow viscosity epoxy resins. As a result, it was possible to pour the ultralow viscosity epoxy resin whose viscosity was 100-150mPa・s into the crack of the 0.05mm width by using the automatic low pressure injection method. When the repaired beams were loaded, central displacement and the situation of the crack at the time of permissible capacity load became similar to the beams before repairing. \n\n","subitem_description_type":"Abstract"},{"subitem_description":"本研究では，まず0.05mm のひび割れ幅を有する円柱供試体を用いた簡易試験²､³､⁴⁾で，超低粘度タイプのエポキシ樹脂によるひび割れ補修部の割裂引張強度を確認し，その後，曲げひび割れおよびせん断ひび割れの発生した実大梁試験体を補修し，載荷試験を行うことで構造体としての補修効果を確認した．","subitem_description_type":"Abstract"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"学校法人ものつくり大学"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2185-3746","subitem_source_identifier_type":"ISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"澤本, 武博"},{"creatorName":"サワモト, タケヒロ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"23","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"長谷川, 正幸"},{"creatorName":"ハセガワ, マサユキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"24","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"地頭薗, 博"},{"creatorName":"ジトウゾノ, ヒロシ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"25","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"SAWAMOTO, Takehiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"26","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"HASEGAWA, Masayuki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"27","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"JITOSONO, Hiroshi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"28","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-06-02"}],"displaytype":"detail","filename":"bulletin_115.pdf","filesize":[{"value":"2.8 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"超低粘度エポキシ樹脂によるコンクリート構造物のひび割れ補修に関する研究","url":"https://iot.repo.nii.ac.jp/record/21/files/bulletin_115.pdf"},"version_id":"975adcc6-d570-455b-b63b-2e7149641148"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"Beam","subitem_subject_scheme":"Other"},{"subitem_subject":"Crack","subitem_subject_scheme":"Other"},{"subitem_subject":"Repair","subitem_subject_scheme":"Other"},{"subitem_subject":"Ultralow viscosity epoxy resin","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Crack","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Repair","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Ultralow viscosity epoxy resin","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"超低粘度エポキシ樹脂によるコンクリート構造物のひび割れ補修に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"超低粘度エポキシ樹脂によるコンクリート構造物のひび割れ補修に関する研究"},{"subitem_title":"A Study on Repair of Concrete Crack with Ultralow Viscosity Epoxy Resin","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"11","path":["12"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-06-02"},"publish_date":"2017-06-02","publish_status":"0","recid":"21","relation_version_is_last":true,"title":["超低粘度エポキシ樹脂によるコンクリート構造物のひび割れ補修に関する研究"],"weko_creator_id":"11","weko_shared_id":-1},"updated":"2023-05-15T11:11:15.203314+00:00"}