{"created":"2023-06-19T10:27:31.565909+00:00","id":6529,"links":{},"metadata":{"_buckets":{"deposit":"83e91d84-0625-42ec-9f4a-eab86f86d361"},"_deposit":{"created_by":18,"id":"6529","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6529"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006529","sets":["216:218","46"]},"author_link":["8780","44038"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-06","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"1210","bibliographicPageStart":"1205","bibliographicVolumeNumber":"28","bibliographic_titles":[{"bibliographic_title":"コンクリート工学年次論文集","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"水結合材比が25 %である高強度コンクリートのフライアッシュ置換率を結合材の内割りで0 %, 10 %, 20 %, 30 %に変化させて強度試験および収縮試験を行い,次の結果を得た。圧縮強度はフライアッシュ置換率が大きいほど小さくなる。40 ℃で養生を行った場合,フライアッシュ混入による強度低下を抑えることができる。フライアッシュ置換率30 %の乾燥収縮ひずみはフライアッシュ無混入の場合より大きい。フライアッシュ置換率20 %および30 %の材齢91日までの自己収縮ひずみはフライアッシュ無混入の場合より小さい。","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"菅田 紀之(SUGATA Noriyuki)","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000111_ja.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本コンクリート工学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID(NAID)","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"110009696296","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2006 日本コンクリート工学会 ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、日本コンクリート工学会の承諾が必要です。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"13477560","subitem_source_identifier_type":"PISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12600419","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"511","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"菅田, 紀之","creatorNameLang":"ja"},{"creatorName":"SUGATA, Noriyuki","creatorNameLang":"en"},{"creatorName":"スガタ, ノリユキ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"相澤, 義徳","creatorNameLang":"ja"},{"creatorName":"AIZAWA, Yoshinori","creatorNameLang":"en"},{"creatorName":"アイザワ, ヨシノリ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-15"}],"displaytype":"detail","filename":"pjci28_1205_2006.pdf","filesize":[{"value":"311.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"pjci28_1205_2006.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6529/files/pjci28_1205_2006.pdf"},"version_id":"3d87a767-ce2a-4040-9a0b-2f6acc7683e0"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"フライアッシュ","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"高強度コンクリート","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"強度","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"弾性係数","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"乾燥収縮","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"自己収縮","subitem_subject_language":"ja","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":"フライアッシュを用いた高強度コンクリートの強度および収縮特性","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"フライアッシュを用いた高強度コンクリートの強度および収縮特性","subitem_title_language":"ja"}]},"item_type_id":"79","owner":"18","path":["46","218"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-07-19"},"publish_date":"2012-07-19","publish_status":"0","recid":"6529","relation_version_is_last":true,"title":["フライアッシュを用いた高強度コンクリートの強度および収縮特性"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-21T07:28:14.159977+00:00"}