{"title":"Measures of Ready-Mixed Concrete Manufacture in Hot Weather","authors":"S. Ishida","doi":"10.3151/COJ.51.442","DOIUrl":"https://doi.org/10.3151/COJ.51.442","url":null,"abstract":"","PeriodicalId":409556,"journal":{"name":"Concrete Journal","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121433059","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Placing and Curing of Hot Weather Concrete in Building Construction","authors":"H. Jinnai","doi":"10.3151/COJ.51.459","DOIUrl":"https://doi.org/10.3151/COJ.51.459","url":null,"abstract":"","PeriodicalId":409556,"journal":{"name":"Concrete Journal","volume":"88 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115902132","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"The Action of the Chemical Admixture for the Hot Weather Concreting","authors":"M. Higaki","doi":"10.3151/COJ.51.428","DOIUrl":"https://doi.org/10.3151/COJ.51.428","url":null,"abstract":"","PeriodicalId":409556,"journal":{"name":"Concrete Journal","volume":"76 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124197088","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"A Cooperative Study on Water Cooling System for Truck Agitators using Wing-tip Vortex","authors":"R. Kawamura","doi":"10.3151/COJ.51.446","DOIUrl":"https://doi.org/10.3151/COJ.51.446","url":null,"abstract":"","PeriodicalId":409556,"journal":{"name":"Concrete Journal","volume":"96 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123053722","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Dealing with Hot Weather Concrete for Supervisors","authors":"K. Kondou","doi":"10.3151/COJ.51.407","DOIUrl":"https://doi.org/10.3151/COJ.51.407","url":null,"abstract":"","PeriodicalId":409556,"journal":{"name":"Concrete Journal","volume":"105 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129322657","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Measures of Hot Weather Concreting and Quality of the Concrete in Kyushu","authors":"T. Otani, K. Ueda, Y. Sato, T. Koyama","doi":"10.3151/COJ.51.394","DOIUrl":"https://doi.org/10.3151/COJ.51.394","url":null,"abstract":"","PeriodicalId":409556,"journal":{"name":"Concrete Journal","volume":"45 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132260400","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Countermeasures of Concrete Defect of the Expressway","authors":"Y. Kamihigashi","doi":"10.3151/COJ.51.412","DOIUrl":"https://doi.org/10.3151/COJ.51.412","url":null,"abstract":"","PeriodicalId":409556,"journal":{"name":"Concrete Journal","volume":"172 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131700507","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The Japanese architectural standard specification for precast reinforced concrete work (JASS 10) was revised by the Architectural Institute of Japan for the first time in ten years since its 2003 revision. This latest edition is a complete revision to reflect: (1) the increasing need for precast reinforced concrete members of design strength of 60 N/mm² or higher for reinforced concrete high-rise buildings;( 2) the wish to have this document concord with the revisions of various related regulations and Japanese Industrial Standards revisions; and (3) the fact that precast members made outside Japan are increasingly being imported to Japan for use at domestic construction sites, something that rarely occurred before. This paper summarizes the major points of these revisions.日本建築学会「建築工事標準仕様書・同解説JASS 10 プレキャスト鉄筋コンクリート工事」が，2003年改定以来10年ぶりに改定された。今回は，①鉄筋コンクリート造高層建築物に対して設計基準強度が60 N/mm²を超えるプレキャスト鉄筋コンクリート部材（プレキャスト部材）のニーズが高まっていること，②関連各種規定の改定・日本工業規格の改正との整合を図ること，③国外の工場で製造されたプレキャスト部材が国内に輸送され国内の建設現場で使用されるなど，かつては稀であった例が最近では増加していること，といった現状を受けての全面的見直しである。本稿では，改定内容のうち主要な点を概説する。
The Japanese architectural standard specification for precast reinforced concrete work (JASS 10) wasrevised by the Architectural Institute of Japan for the first time in ten years since its 2003revision. This latest edition is a complete revision to reflect(1) the increasing need for precast reinforced concrete members of design strength of 60n /mm²orhigher for reinforced concrete high-rise buildings;(2) the wish to have this document concord with the revisions of various related regulations andJapanese工业标准revisions;and (3) the fact that precast members made outside Japan are increasingly being imported to Japanfor use at domestic construction sites，something that rarely occurred before. This paper summarizes the major points of these revisions。日本建筑学会“建筑工程标准规格书·同解说JASS 10预铸钢筋混凝土工程”自2003年修订以来时隔10年再次进行修订。此次主要针对以下问题:①钢筋混凝土高层建筑对设计基准强度超过60n /mm²的预铸钢筋混凝土构件(预铸构件)的需求日益增加;②修改相关的各种规定，与日本工业规格的修改保持一致;③国外工厂制造的预铸构件被运送到国内，在国内的建设现场使用等过去罕见的例子最近有所增加。面对这样的现状进行全面的重新审视。本文概述修改内容中的主要之处。
{"title":"「JASS 10 プレキャスト鉄筋コンクリート工事」の改定について","authors":"Y. Masuda, M. Iizuka","doi":"10.3151/COJ.51.311","DOIUrl":"https://doi.org/10.3151/COJ.51.311","url":null,"abstract":"The Japanese architectural standard specification for precast reinforced concrete work (JASS 10) was revised by the Architectural Institute of Japan for the first time in ten years since its 2003 revision. This latest edition is a complete revision to reflect: (1) the increasing need for precast reinforced concrete members of design strength of 60 N/mm² or higher for reinforced concrete high-rise buildings;( 2) the wish to have this document concord with the revisions of various related regulations and Japanese Industrial Standards revisions; and (3) the fact that precast members made outside Japan are increasingly being imported to Japan for use at domestic construction sites, something that rarely occurred before. This paper summarizes the major points of these revisions.日本建築学会「建築工事標準仕様書・同解説JASS 10 プレキャスト鉄筋コンクリート工事」が，2003年改定以来10年ぶりに改定された。今回は，①鉄筋コンクリート造高層建築物に対して設計基準強度が60 N/mm²を超えるプレキャスト鉄筋コンクリート部材（プレキャスト部材）のニーズが高まっていること，②関連各種規定の改定・日本工業規格の改正との整合を図ること，③国外の工場で製造されたプレキャスト部材が国内に輸送され国内の建設現場で使用されるなど，かつては稀であった例が最近では増加していること，といった現状を受けての全面的見直しである。本稿では，改定内容のうち主要な点を概説する。","PeriodicalId":409556,"journal":{"name":"Concrete Journal","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2013-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134077713","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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