{"created":"2021-03-01T06:00:30.692908+00:00","id":8051,"links":{},"metadata":{"_buckets":{"deposit":"d86e4bc2-0cb6-41c9-8841-0d1343764295"},"_deposit":{"id":"8051","owners":[],"pid":{"revision_id":0,"type":"depid","value":"8051"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00008051","sets":["1:86"]},"author_link":["41884","41885","41886","44834","41882","41883"],"item_1646810750418":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"INFLUENCE OF ORGANIC SHORT FIBER AND GROUND"}]},"item_3_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"398","bibliographicPageStart":"393","bibliographicVolumeNumber":"67","bibliographic_titles":[{"bibliographic_title":"セメント・コンクリート論文集"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"有機短繊維と高炉スラグ微粉末がコンクリートの耐凍害性に及ぼす影響を明らかにすることを目的\nとして、有機短繊維と高炉スラグ微粉末をそれぞれ単独および併用したコンクリート供試体を作製し、そ\nの凍結融解抵抗性について実験的検討を行った。その結果、淡水による凍結融解作用下では、繊維混入率\nおよび高炉スラグ微粉末の有無がコンクリートの耐凍害性に及ぼす影響は小さく、極めて良好な耐凍害性\nを示した。一方、海水による作用下では、高炉スラグ微粉末を混入することで耐久性指数が大きくなる傾\n向を示した。また、有機短繊維と高炉スラグ微粉末を併用した場合にはスケーリングが抑制される傾向を\n示すことがわかった。The purpose of this study is to clarified the influence of organic short fiber and ground\ngranulated blast furnace slag on frost damage resistance. Fleezing and thawing tests of concrete\nby using organic short fiber and ground granulated blast furnace slag were examined. In the case\nof fresh water, the influences of fiber content and ground granulated blast furnace slag on frost\ndamage resistance of concrete appear relatively small. Within the range of replacement ratio used\nin this study, the frost damage resistance was remarkably high. On the other hand, the durability\nfactor of concrete increases with the replacement of ground granulated blast furnace slag in the\ncase of sea water, and the scaling of concrete decreases by using organic fiber in combination with\nground granulated blast furnace slag. However, the scaling increases remarkably in the case of large\nreplacement ratio of fiber.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"41884","nameIdentifierScheme":"WEKO"}],"names":[{"name":"INOUE, Masumi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"41885","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MORI, Sho","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"41886","nameIdentifierScheme":"WEKO"}],"names":[{"name":"OKADA, Kaneyoshi","nameLang":"en"}]}]},"item_3_publisher_212":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"一般社団法人セメント協会"}]},"item_3_relation_191":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://doi.org/10.14250/cement.67.393","subitem_relation_type_select":"DOI"}}]},"item_3_rights_192":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"c 2014 一般社団法人セメント協会"}]},"item_3_select_195":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right_uri":"open access"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"井上, 真澄","creatorNameLang":"ja"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"森, 将","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"岡田, 包儀","creatorNameLang":"ja"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-22"}],"displaytype":"detail","filename":"2014.02_有機短繊維と高炉スラグ微粉末がコンクリートの耐凍害性に及ぼす影響.pdf","filesize":[{"value":"2.8 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"2014.02_有機短繊維と高炉スラグ微粉末がコンクリートの耐凍害性に及ぼす影響.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/8051/files/2014.02_有機短繊維と高炉スラグ微粉末がコンクリートの耐凍害性に及ぼす影響.pdf"},"version_id":"1b8a109a-051d-4f64-874d-787e217db0e3"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"有機短繊維","subitem_subject_scheme":"Other"},{"subitem_subject":"高炉スラグ微粉末","subitem_subject_scheme":"Other"},{"subitem_subject":"耐凍害性","subitem_subject_scheme":"Other"},{"subitem_subject":"Organic short fiber","subitem_subject_scheme":"Other"},{"subitem_subject":"Ground granulated blast furnace slag","subitem_subject_scheme":"Other"},{"subitem_subject":"Frost damage resistance","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"有機短繊維と高炉スラグ微粉末がコンクリートの耐凍害性に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"有機短繊維と高炉スラグ微粉末がコンクリートの耐凍害性に及ぼす影響","subitem_title_language":"ja"},{"subitem_title":"INFLUENCE OF ORGANIC SHORT FIBER AND GROUND","subitem_title_language":"en"}]},"item_type_id":"3","owner":"1","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2015-12-04"},"publish_date":"2015-12-04","publish_status":"0","recid":"8051","relation_version_is_last":true,"title":["有機短繊維と高炉スラグ微粉末がコンクリートの耐凍害性に及ぼす影響"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-13T02:21:27.032251+00:00"}