{"created":"2023-05-15T16:36:19.313887+00:00","id":9344,"links":{},"metadata":{"_buckets":{"deposit":"cb8f61c8-206c-4efc-a057-b6eefe630e71"},"_deposit":{"created_by":2,"id":"9344","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"9344"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00009344","sets":["14:21"]},"author_link":["37632","37628","37630","37631","37633","37629","37627","37626"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"A STUDY ON SWING REMOVAL METHOD OF INCLINED BENTS OF THE MEGAMI BRIDGE"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-03","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"93","bibliographicPageStart":"84","bibliographicVolumeNumber":"65","bibliographic_titles":[{"bibliographic_title":"土木学会論文集F"},{"bibliographic_title":"Journal of Construction Engineering and Management","bibliographic_titleLang":"en"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"長崎県の長崎港口に建設された女神大橋（鋼斜張橋，中央径間480m ）の主桁架設は，バランシング架設が採用され斜ベントが設置された．斜ベント撤去において地形的要因から直下への吊り降ろしが困難で途中に横移動（スイング）の必要があった．\n　本稿は，この斜ベントの撤去作業を対象として，ワイヤクランプジャッキを使用したスイング撤去工法の考察を行った．まず，撤去材の横移動で生じるワイヤ転向部でモノマーキャスト（MC）ナイロンを緩衝材として使用するため，材料試験にて耐久性を確認した．次に，この緩衝材を用いたワイヤ転向設備を桁内に配置し，実工事においてワイヤクランプジャッキによるスイング撤去を実証した．","subitem_description_type":"Abstract"},{"subitem_description":"The Megami Bridge (cable-stayed bridges, center span length of 480m) was constructed at entrance of the Nagasaki Port of Nagasaki Prefecture. The balancing girder erection method using inclined and vertical bents was adopted. \nThis paper examined the adoption of the wire clamping jack as a method of the removal of inclined bents in side spans. For the wire conversion caused by a horizontal movement of the removal material, the durability of the MC nylon was confirmed by the material test. The wire conversion equipment using MC nylon was arranged in the box girder. The effectiveness of swing removal with the wire clamping jack was proven in construction.","subitem_description_type":"Abstract"}]},"item_2_description_63":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"土木学会論文集F, 65(1), pp.84-93; 2009","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"37630","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kitahara, Yuuichi"}]},{"nameIdentifiers":[{"nameIdentifier":"37631","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Miyoshi, Tetsunori"}]},{"nameIdentifiers":[{"nameIdentifier":"37632","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Masayoshi"}]},{"nameIdentifiers":[{"nameIdentifier":"37633","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]}]},"item_2_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会"}]},"item_2_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/jscejf.65.84","subitem_relation_type_select":"DOI"}}]},"item_2_rights_13":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © 2009 社団法人　土木学会"}]},"item_2_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10014020","subitem_source_identifier_type":"NCID"}]},"item_2_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18806074","subitem_source_identifier_type":"ISSN"}]},"item_2_text_62":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Japan Society of Civil Engineers"}]},"item_2_version_type_16":{"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":"北原, 雄一"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"三好, 哲典"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 昌義"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 和雄"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-22"}],"displaytype":"detail","filename":"dbkF65_84.pdf","filesize":[{"value":"2.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"dbkF65_84.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/9344/files/dbkF65_84.pdf"},"version_id":"efba95b4-cee2-4a37-b289-fb0b9160395b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"cable-stayed bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"wire clamp jack","subitem_subject_scheme":"Other"},{"subitem_subject":"swing removal method","subitem_subject_scheme":"Other"},{"subitem_subject":"inclined bents","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":"女神大橋斜ベントのスイング撤去工法に関する考察","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"女神大橋斜ベントのスイング撤去工法に関する考察"}]},"item_type_id":"2","owner":"2","path":["21"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-12-05"},"publish_date":"2012-12-05","publish_status":"0","recid":"9344","relation_version_is_last":true,"title":["女神大橋斜ベントのスイング撤去工法に関する考察"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T01:48:15.634012+00:00"}