{"created":"2023-05-15T11:02:40.816109+00:00","id":58,"links":{},"metadata":{"_buckets":{"deposit":"aa721634-1a2b-4976-9282-2cc392bffbf6"},"_deposit":{"created_by":11,"id":"58","owners":[11],"pid":{"revision_id":0,"type":"depid","value":"58"},"status":"published"},"_oai":{"id":"oai:iot.repo.nii.ac.jp:00000058","sets":["1:7"]},"author_link":["23","170","174","173","171","175","172","165"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"49","bibliographicPageStart":"45","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":"The properties of concrete such as compressive strength and durability are affected by height of the member and they are widely known. However, correlation between measurement point of the member and result of semi-destructive testing is not obvious. In this study, the effects of measurement point by height of 800mm concrete member on semi-destructive testing such as rebound number and scratch width were investigated. The main conclusion are as follows. (1) In case height of concrete member was 800mm, the lower the measurement point of the concrete member, the heavier the bulk density of concrete. However, the compressive strength became smaller. (2) The height of the measurement point could hardly affected the rebound number. (3) The higher the measurement point, the more wide the scratch became. (4) The rebound number and depth of chloride penetration shown durability of concrete were mutually correlated.\n","subitem_description_type":"Abstract"},{"subitem_description":"本研究では，コンクリートの高さ方向の変化や締固め方法の違いによって生じる性質の変化が，リバウンドハンマや引っかき試験器を用いた際の測定結果に及ぼす影響について検討した．","subitem_description_type":"Abstract"}]},"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":"後藤, 正明"},{"creatorName":"ゴトウ, マサアキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"170","nameIdentifierScheme":"WEKO"}]},{"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":"因幡, 芳樹"},{"creatorName":"イナバ, ヨシキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"171","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"守屋, 健一"},{"creatorName":"モリヤ, ケンイチ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"172","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"GOTO, Masaaki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"173","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"SAWAMOTO, Takehiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"165","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"INABA, Yoshiki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"174","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"MORIYA, Kenichi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"175","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":"2017-06-06"}],"displaytype":"detail","filename":"bulletin_15.pdf","filesize":[{"value":"984.0 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"微破壊試験に及ぼすコンクリートの高さ方向による測定箇所の影響","url":"https://iot.repo.nii.ac.jp/record/58/files/bulletin_15.pdf"},"version_id":"b0113566-a664-4729-a677-c505d7a3fb05"}]},"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":"微破壊試験に及ぼすコンクリートの高さ方向による測定箇所の影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"微破壊試験に及ぼすコンクリートの高さ方向による測定箇所の影響"}]},"item_type_id":"10002","owner":"11","path":["7"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-06-06"},"publish_date":"2017-06-06","publish_status":"0","recid":"58","relation_version_is_last":true,"title":["微破壊試験に及ぼすコンクリートの高さ方向による測定箇所の影響"],"weko_creator_id":"11","weko_shared_id":-1},"updated":"2023-05-15T11:21:03.411086+00:00"}