{"@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/1390282679519028480.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.11408/jsidre1965.1998.853"}},{"identifier":{"@type":"NDL_BIB_ID","@value":"4603169"}},{"identifier":{"@type":"URI","@value":"http://id.ndl.go.jp/bib/4603169"}},{"identifier":{"@type":"URI","@value":"https://ndlsearch.ndl.go.jp/books/R000000004-I4603169"}},{"identifier":{"@type":"NAID","@value":"10016215089"}}],"dc:title":[{"@language":"en","@value":"Influence of Rice Husk Ash Cement on Temperature Rise in Mass Concrete"},{"@value":"マスコンクリートの温度上昇に及ぼす籾殻灰混合セメントの影響"},{"@language":"ja-Kana","@value":"マスコンクリート ノ オンド ジョウショウ ニ オヨボス モミガラバイ コンゴ"}],"description":[{"type":"abstract","notation":[{"@language":"en","@value":"Rice husk ashes were produced by controlled field burning operations in Thailand. The ashes obtained were pulverized in a ball mill for 60 min and used as a partial cement replacement material in concrete. The heat of hydration of the cement and the adiabatic temperature rise of the concrete containing up to 60 % rice husk ash by weight of the total cementing material were determined. The evolution of hydration heat of the blended cement decreased as the ash content of the cementing material increased. The adiabatic temperature rise of the concretes containing 20% or 40 % rice husk ash was not significantly reduced compared with the control concrete without rice husk ash. The adiabatic temperature rise of the concrete containing 60% rice husk ash was 17°C lower than that of the control concrete. Influences of the heat generation of the concretes on temperature behaviors in a mass concrete structure were also investigated using finite element thermal analysis."},{"@value":"セメントの水和発熱を抑制するための混和材として籾殻灰の利用に着目し, 籾殻灰を結合材質量の内割で20%, 40%および60%混入した混合セメントの水和発熱測定とコンクリートの断熱温度上昇試験を実施した.籾殻灰の混入率を20%および40%とした混合セメントコンクリートの最終断熱温度上昇量は, 無混入コンクリートと大差なかった.一方, 混入率60%の場合の最終断熱温度上昇量は, 無混入の場合と比べて17℃ 低下し, 初期の温度上昇速度も大きく減少した.さらに, 籾殻灰混入による水和発熱特性の変化が, 実際のマスコンクリートの温度上昇に及ぼす影響を調べるため, 壁状マスコンクリート構造物を対象としてコンクリート打込み後の温度解析を行い, その解析結果について考察した."}],"abstractLicenseFlag":"disallow"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1030003658479217025","@type":"Researcher","personIdentifier":[{"@type":"KAKEN_RESEARCHERS","@value":"30137244"},{"@type":"NRID","@value":"1000030137244"},{"@type":"NRID","@value":"9000242897044"},{"@type":"NRID","@value":"9000255899178"},{"@type":"NRID","@value":"9000256653422"},{"@type":"NRID","@value":"9000242639589"},{"@type":"NRID","@value":"9000312728566"},{"@type":"NRID","@value":"9000008094558"},{"@type":"NRID","@value":"9000255831849"},{"@type":"NRID","@value":"9000256653362"},{"@type":"NRID","@value":"9000256650499"},{"@type":"NRID","@value":"9000006167873"},{"@type":"NRID","@value":"9000006167896"},{"@type":"NRID","@value":"9000255833716"},{"@type":"NRID","@value":"9000256443507"},{"@type":"NRID","@value":"9000256649758"},{"@type":"NRID","@value":"9000345265797"},{"@type":"NRID","@value":"9000401946919"},{"@type":"NRID","@value":"9000256652347"},{"@type":"NRID","@value":"9000256654095"},{"@type":"NRID","@value":"9000006168002"},{"@type":"NRID","@value":"9000242932402"},{"@type":"NRID","@value":"9000415328146"},{"@type":"NRID","@value":"9000404107121"},{"@type":"NRID","@value":"9000242923744"},{"@type":"NRID","@value":"9000255832038"},{"@type":"NRID","@value":"9000255897781"},{"@type":"NRID","@value":"9000256651661"},{"@type":"NRID","@value":"9000364774913"},{"@type":"NRID","@value":"9000288817561"},{"@type":"NRID","@value":"9000256446103"},{"@type":"NRID","@value":"9000256653145"},{"@type":"NRID","@value":"9000006167819"},{"@type":"NRID","@value":"9000255833019"},{"@type":"NRID","@value":"9000256441715"},{"@type":"NRID","@value":"9000003650093"},{"@type":"NRID","@value":"9000256649761"},{"@type":"NRID","@value":"9000256651558"},{"@type":"RESEARCHMAP","@value":"https://researchmap.jp/read0021098"}],"foaf:name":[{"@language":"en","@value":"ISHIGURO Satoru"},{"@language":"ja","@value":"石黒 覚"}],"jpcoar:affiliationName":[{"@language":"en","@value":"Faculty of Bioresources, Mie University"},{"@language":"ja","@value":"三重大学生物資源学部"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"03872335"},{"@type":"EISSN","@value":"18847234"},{"@type":"NDL_BIB_ID","@value":"000000019288"},{"@type":"ISSN","@value":"03872335"},{"@type":"LISSN","@value":"03872335"},{"@type":"NCID","@value":"AN00201203"}],"prism:publicationName":[{"@language":"en","@value":"Transactions of The Japanese Society of Irrigation, Drainage and Reclamation Engineering"},{"@language":"ja","@value":"農業土木学会論文集"},{"@language":"en","@value":"Transactions of The Japanese Society of Irrigation, Drainage and Reclamation Engineering"},{"@language":"ja","@value":"農土論集"}],"dc:publisher":[{"@language":"en","@value":"The Japanese Society of Irrigation, Drainage and Rural Engineering"},{"@language":"ja","@value":"社団法人 農業農村工学会"}],"prism:publicationDate":"1998","prism:volume":"1998","prism:number":"197","prism:startingPage":"853","prism:endingPage":"858,a2"},"url":[{"@id":"http://id.ndl.go.jp/bib/4603169"},{"@id":"https://ndlsearch.ndl.go.jp/books/R000000004-I4603169"}],"availableAt":"1998","foaf:topic":[{"@id":"https://cir.nii.ac.jp/all?q=Mass%20concrete","dc:title":"Mass concrete"},{"@id":"https://cir.nii.ac.jp/all?q=Heat%20of%20hydration","dc:title":"Heat of hydration"},{"@id":"https://cir.nii.ac.jp/all?q=Rice%20husk%20ash","dc:title":"Rice husk ash"},{"@id":"https://cir.nii.ac.jp/all?q=Blended%20cement","dc:title":"Blended cement"},{"@id":"https://cir.nii.ac.jp/all?q=Adiabatic%20temperature%20rise","dc:title":"Adiabatic temperature rise"},{"@id":"https://cir.nii.ac.jp/all?q=Thermal%20analysis","dc:title":"Thermal analysis"},{"@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%B0%B4%E5%92%8C%E7%99%BA%E7%86%B1","dc:title":"水和発熱"},{"@id":"https://cir.nii.ac.jp/all?q=%E7%B1%BE%E6%AE%BB%E7%81%B0","dc:title":"籾殻灰"},{"@id":"https://cir.nii.ac.jp/all?q=%E6%B7%B7%E5%90%88%E3%82%BB%E3%83%A1%E3%83%B3%E3%83%88","dc:title":"混合セメント"},{"@id":"https://cir.nii.ac.jp/all?q=%E6%96%AD%E7%86%B1%E6%B8%A9%E5%BA%A6%E4%B8%8A%E6%98%87","dc:title":"断熱温度上昇"},{"@id":"https://cir.nii.ac.jp/all?q=%E6%B8%A9%E5%BA%A6%E8%A7%A3%E6%9E%90","dc:title":"温度解析"}],"relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1390001204543349760","@type":"Article","relationType":["isCitedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Mode I Fracture Behavior of Concrete with Rice Husk Ash"},{"@value":"籾殻灰を混入したコンクリートのモードI破壊特性"},{"@language":"ja-Kana","@value":"モミガラ ハイ オ コンニュウ シタ コンクリート ノ モード I ハカイ トクセイ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205309666432","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@language":"en","@value":"A FUNDAMENTAL STUDY ON THE EFFECTIVE USE FOR RICE HUSK ASH AS A POZZOLANIC MATERIAL"},{"@language":"ja","@value":"ポゾラン材としてのもみがら灰の有効利用に関する基礎的研究"},{"@language":"ja-Kana","@value":"ポゾランザイ トシテノ モミガラ ハイ ノ ユウコウ リヨウ ニ カンスル キ"}]},{"@id":"https://cir.nii.ac.jp/crid/1390001205603118464","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STUDIES ON ADIABATIC TEMPERATURE RISE AND HYDRATION OF PORTLAND CEMENT CONCRETE INCORPORATING GROUND GRANULATED BLAST FURNACE SLAG"},{"@language":"ja","@value":"高炉スラグ微粉末を用いたコンクリートの断熱温度上昇と水和性状に関する研究"},{"@language":"ja-Kana","@value":"コウロ スラグ ビフンマツ オ モチイタ コンクリート ノ ダンネツ オンド"}]},{"@id":"https://cir.nii.ac.jp/crid/1520009409299277696","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isCitedBy"],"jpcoar:relatedTitle":[{"@value":"籾殻灰および天然ゼオライトの混入によるアルカリ骨材反応の膨張抑制効果"},{"@language":"ja-Kana","@value":"モミガラ バイ オヨビ テンネン ゼオライト ノ コンニュウ ニ ヨル アルカリ コツザイ ハンノウ ノ ボウチョウ ヨクセイ コウカ"}]},{"@id":"https://cir.nii.ac.jp/crid/1520290885480866432","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@value":"フィルダム監査廊の温度ひびわれ解析"},{"@language":"ja-Kana","@value":"フィル ダム カンサロウ ノ オンド ヒビワレ カイセキ"}]},{"@id":"https://cir.nii.ac.jp/crid/1520290885508302720","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@value":"コンクリート用混和材としての籾殻灰の利用"},{"@language":"ja-Kana","@value":"コンクリートヨウ コンワザイ トシテノ モミガラバイ ノ リヨウ"}]},{"@id":"https://cir.nii.ac.jp/crid/1520853833846081920","@type":"Article","relationType":["isCitedBy"],"jpcoar:relatedTitle":[{"@value":"籾殻灰混合セメントを用いたモルタルの強度特性"},{"@language":"ja-Kana","@value":"モミガラバイ コンゴウ セメント オ モチイタ モルタル ノ キョウド トクセイ"}]},{"@id":"https://cir.nii.ac.jp/crid/1570291225346350848","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Production and utilization of active rice husk ash as a substitute for cement"}]},{"@id":"https://cir.nii.ac.jp/crid/1571135649038877184","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@language":"ja","@value":"資源の有効利用とコンクリート 高炉スラグ微粉末を用いたコンクリート"}]},{"@id":"https://cir.nii.ac.jp/crid/1571698600230203648","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@value":"マスコンクリート"}]},{"@id":"https://cir.nii.ac.jp/crid/1571980076585091712","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@value":"セメント用混和材 (スラグ, フライアッシュ, シリカフューム, もみ殻灰) 中の非晶質層の構造とその水和反応性"}]},{"@id":"https://cir.nii.ac.jp/crid/1571980076643771264","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@value":"籾殻灰を混入したセメントコンクリートの断熱温度上昇特性"}]},{"@id":"https://cir.nii.ac.jp/crid/1572261550183627008","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Cement replacement material-Rice husk ash-"}]},{"@id":"https://cir.nii.ac.jp/crid/1572261551585653120","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Rice Hush Ash-A Unique Supplementary Cementing Material"}]},{"@id":"https://cir.nii.ac.jp/crid/1573105976509784704","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@value":"コンクリート混合材としてのもみがら灰の利用について"}]},{"@id":"https://cir.nii.ac.jp/crid/1573387451278707072","@type":"Article","relationType":["cites"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Use of rice hull ash to reduce temperature in highstrength mass concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1574231875020603904","@type":"Article","relationType":["cites"]}],"dataSourceIdentifier":[{"@type":"JALC","@value":"oai:japanlinkcenter.org:0037915909"},{"@type":"NDL_SEARCH","@value":"oai:ndlsearch.ndl.go.jp:R000000004-I4603169"},{"@type":"CIA","@value":"10016215089"}]}