@article{oai:iot.repo.nii.ac.jp:00000078,
 author = {赤谷, 樹一郎 and 大塚, 秀三 and 竹村, 雅行 and 遠野, 未来 and 稲川, 幸司 and Kiichiro, AKATANI and Shuzo, OTSUKA and Masayuki, TAKEMURA and Mirai, TONO and Koji, INAGAWA},
 issue = {3},
 journal = {ものつくり大学紀要, The Bulletin of Institute of Technologists},
 month = {},
 note = {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)．, 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．},
 pages = {42--49},
 title = {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},
 year = {2012},
 yomi = {アカタニ, キイチロウ and オオツカ, シュウゾウ and タケムラ, マサユキ and トウノ, ミライ and イナガワ, コウジ}
}