{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1390282680432977408.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.3151/coj1975.44.3_26"}},{"identifier":{"@type":"COI","@value":"1:CAS:528:DC%2BD28XjtlSjtr8%3D"}},{"identifier":{"@type":"URI","@value":"https://www.jstage.jst.go.jp/article/coj1975/44/3/44_26/_pdf"}},{"identifier":{"@type":"NAID","@value":"130004399533"}}],"dc:title":[{"@language":"en","@value":"Measurement of Autogeneous Shrinkage of Concrete in Massive Structure and an Example of Control Method of that"},{"@language":"ja","@value":"マスコンクリートに生じている自己収縮の実態とその制御対策の一例"}],"dc:language":"ja","description":[{"type":"abstract","notation":[{"@language":"en","@value":"Volume change property of concrete measured by embedded strain meter under the different thermal history from hydration in the structure or high temperature curing like that was examined. And the influence of kinds of cement, mix proportion and temperature rising history for the autogeneous shrinkage property of concrete was estimated. In regard to the concrete using blast-furnace slag cement type B that would be grown the autogeneous shrinkage remarkably from the knowledge as a result of above investigations, we proposed the control method for the shrinkage compensating by material improvement of cement and confirmed the effect of this treatment on the crack control performance in real construction works of mass concrete."},{"@language":"ja","@value":"実際に構造物の内部において温度履歴を受けた状態, あるいはこれを想定したマス養生を受けた状態において, 埋込み型ひずみ計によるひずみ計測結果から測定されるコンクリートの体積変化特性を調査し, セメントの種類や配合, 構造体温度履歴などがコンクリートの自己収縮特性に及ぼす影響を評価した。また, これらの分析・検討の中で特に自己収縮の発生が顕著であると評価された高炉セメントB種を用いたコンクリートを対象として, この自己収縮を材料的手法によって制御する方法を提案し, 実際のマスコンクリート構造物の施工に適用してその効果を確認した結果をまとめた。"}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1030003658324822016","@type":"Researcher","personIdentifier":[{"@type":"KAKEN_RESEARCHERS","@value":"10157638"},{"@type":"NRID","@value":"1000010157638"},{"@type":"NDL_AUTHOR_ID","@value":"01162193"},{"@type":"NRID","@value":"9000018362982"},{"@type":"NRID","@value":"9000254800479"},{"@type":"NRID","@value":"9000258327091"},{"@type":"NRID","@value":"9000321627984"},{"@type":"NRID","@value":"9000254798332"},{"@type":"NRID","@value":"9000412016936"},{"@type":"NRID","@value":"9000255935636"},{"@type":"NRID","@value":"9000283108167"},{"@type":"NRID","@value":"9000254802337"},{"@type":"NRID","@value":"9000258326806"},{"@type":"NRID","@value":"9000242785412"},{"@type":"NRID","@value":"9000256808883"},{"@type":"NRID","@value":"9000318580065"},{"@type":"NRID","@value":"9000316689109"},{"@type":"NRID","@value":"9000402399586"},{"@type":"NRID","@value":"9000402804897"},{"@type":"NRID","@value":"9000242786823"},{"@type":"NRID","@value":"9000283143837"},{"@type":"NRID","@value":"9000409342080"},{"@type":"NRID","@value":"9000347296046"},{"@type":"NRID","@value":"9000314381582"},{"@type":"RESEARCHMAP","@value":"https://researchmap.jp/0619mm"}],"foaf:name":[{"@language":"en","@value":"Miyazawa S."},{"@language":"ja","@value":"宮澤 伸吾"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"足利工業大学工学部都市環境工学科"}]},{"@id":"https://cir.nii.ac.jp/crid/1410009222325505152","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000256808880"}],"foaf:name":[{"@language":"en","@value":"Ohtomo T."},{"@language":"ja","@value":"大友 健"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"大成建設 (株) 技術センター土木技術研究所土木構工法研究室"}]},{"@id":"https://cir.nii.ac.jp/crid/1410009222325505155","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000256808881"}],"foaf:name":[{"@language":"en","@value":"Nito N."},{"@language":"ja","@value":"二戸 信和"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"(株) デイ・シイセメント事業本部川崎工場"}]},{"@id":"https://cir.nii.ac.jp/crid/1410009222325505154","@type":"Researcher","personIdentifier":[{"@type":"NRID","@value":"9000256808882"}],"foaf:name":[{"@language":"en","@value":"Hiroshima A."},{"@language":"ja","@value":"廣島 明男"}],"jpcoar:affiliationName":[{"@language":"ja","@value":"(株) デイ・シイセメント事業本部営業部"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"03871061"},{"@type":"PISSN","@value":"http://id.crossref.org/issn/03871061"}],"prism:publicationName":[{"@language":"en","@value":"Concrete Journal"},{"@value":"コンクリート工学"}],"dc:publisher":[{"@language":"en","@value":"Japan Concrete Institute"}],"prism:publicationDate":"2006","prism:volume":"44","prism:number":"3","prism:startingPage":"26","prism:endingPage":"33"},"reviewed":"false","url":[{"@id":"https://www.jstage.jst.go.jp/article/coj1975/44/3/44_26/_pdf"}],"availableAt":"2006","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=autogeneous%20shrinkage","dc:title":"autogeneous shrinkage"},{"@id":"https://cir.nii.ac.jp/all?q=blast-furnace%20slag%20cement","dc:title":"blast-furnace slag cement"},{"@id":"https://cir.nii.ac.jp/all?q=mass%20concrete","dc:title":"mass concrete"},{"@id":"https://cir.nii.ac.jp/all?q=thermal%20stress","dc:title":"thermal stress"},{"@id":"https://cir.nii.ac.jp/all?q=hardening%20origin","dc:title":"hardening origin"},{"@id":"https://cir.nii.ac.jp/all?q=measurement","dc:title":"measurement"},{"@id":"https://cir.nii.ac.jp/all?q=%E8%87%AA%E5%B7%B1%E5%8F%8E%E7%B8%AE","dc:title":"自己収縮"},{"@id":"https://cir.nii.ac.jp/all?q=%E9%AB%98%E7%82%89%E3%82%BB%E3%83%A1%E3%83%B3%E3%83%88","dc:title":"高炉セメント"},{"@id":"https://cir.nii.ac.jp/all?q=%E3%83%9E%E3%82%B9%E3%82%B3%E3%83%B3%E3%82%AF%E3%83%AA%E3%83%BC%E3%83%88","dc:title":"マスコンクリート"},{"@id":"https://cir.nii.ac.jp/all?q=%E6%B8%A9%E5%BA%A6%E5%BF%9C%E5%8A%9B","dc:title":"温度応力"},{"@id":"https://cir.nii.ac.jp/all?q=%E7%A1%AC%E5%8C%96%E5%8E%9F%E7%82%B9","dc:title":"硬化原点"},{"@id":"https://cir.nii.ac.jp/all?q=%E3%81%B2%E3%81%B3%E5%89%B2%E3%82%8C%E5%88%B6%E5%BE%A1","dc:title":"ひび割れ制御"},{"@id":"https://cir.nii.ac.jp/all?q=%E8%A8%88%E6%B8%AC","dc:title":"計測"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1390282680582172288","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"AUTOGENOUS SHRINKAGE PROPERTIES OF ULTRA-HIGH-STRENGTH CONCRETE SUBJECTED TO EARLY HEAT CURING AND A TECHNIQUE FOR THEIR PREDICTION"},{"@value":"初期高温履歴を受ける超高強度コンクリートの自己収縮特性および予測手法"},{"@language":"ja-Kana","@value":"ショキ コウオン リレキ オ ウケル チョウコウキョウド コンクリート ノ ジコ シュウシュク トクセイ オヨビ ヨソク シュホウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390287540630708224","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EFFECT OF THE USE OF EXPANSIVE ADDITIVE AND SHRINKAGE REDUCING AGENTS ON THE PERFORMANCE OF HIGH-STRENGTH FIBER REINFORCED MORTAR"},{"@language":"ja","@value":"膨張材および収縮低減剤の使用が高強度繊維補強モルタルの諸性能に及ぼす影響"}]}],"dataSourceIdentifier":[{"@type":"JALC","@value":"oai:japanlinkcenter.org:1001787293"},{"@type":"CROSSREF","@value":"10.3151/coj1975.44.3_26"},{"@type":"CIA","@value":"130004399533"},{"@type":"CROSSREF","@value":"10.14250/cement.74.273_references_DOI_NlfJgmGCYX3qw2Zg8Mu8LRdqyBu"},{"@type":"CROSSREF","@value":"10.3130/aijs.75.1047_references_DOI_NlfJgmGCYX3qw2Zg8Mu8LRdqyBu"}]}