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伝統技法を用いた版築壁の強度性状に及ぼす調合および施工要因の影響に関する研究
https://iot.repo.nii.ac.jp/records/78
https://iot.repo.nii.ac.jp/records/7843d70794-a331-4e02-876c-6b904948c380
名前 / ファイル | ライセンス | アクション |
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2017-06-06 | |||||
タイトル | ||||||
タイトル | 伝統技法を用いた版築壁の強度性状に及ぼす調合および施工要因の影響に関する研究 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Effects of Mix Proportion and Construction Factors on Strength Development of Rammed Earth Wall Using Traditional Technique | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Rammed Earth Wall | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Mix Proportion | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Construction Factor | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Strength Development | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Traditional Technique | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Rammed Earth Wall | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Mix Proportion | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Construction Factor | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Strength Development | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Traditional Technique | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | departmental bulletin paper | |||||
著者 |
赤谷, 樹一郎
× 赤谷, 樹一郎× 大塚, 秀三× 竹村, 雅行× 遠野, 未来× 稲川, 幸司× Kiichiro, AKATANI× Shuzo, OTSUKA× Masayuki, TAKEMURA× Mirai, TONO× Koji, INAGAWA |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The purpose of this paper is to clarify effects of mix proportion and construction factors on strength development of rammed earth wall using traditional technique. As a result, the following conclusions are obtained: 1) Maximum compressive strength was measured when the ratio of Kanto loam to fine aggregate to slaked lime was 1:0.5:0.15. 2) Maximum compressive strength was measured at Rammer fall height of 30 cm and number of compaction times 25. 3) It takes 8 hours to complete this work by 33 persons. 4) Horizontal muntin of form was subjected to a uniformly distributed load of 1.39(kN/m). 5) Plywood of form was subjected to uniformly distributed load of 0.15(kN/m). | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | 本研究は小規模建築物において伝統技法に準じた版築壁の構築を指向した研究の基礎的段階として,調合および施工要因が版築壁の強度性状に及ぼす影響を明らかにすることを目的とした.ここでは,土に荒木田土,固化材に消石灰(Ca(OH)₂),固化補助材ににがり(MgCl₂)を用いた版築供試体を対象に検討した結果を述べる.さらには,版築供試体を作製した調合および施工方法で実大の版築壁が施工可能であるか試験施工により確認した. | |||||
書誌情報 |
ものつくり大学紀要 en : The Bulletin of Institute of Technologists 号 3, p. 42-49, 発行日 2012 |
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出版者 | ||||||
出版者 | 学校法人ものつくり大学 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 2185-3746 |