日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
外殻PCaを用いた鉄筋コンクリート柱工法の開発
細矢 博末岡 和久上西 隆岡 靖弘河野 政典小河 義郎浅野 芳伸
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2001 年 7 巻 14 号 p. 113-118

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For rationalization of construction work, a new construction method for R/C column using a precast concrete shell was developed. By a new method of assembling tie-hoops and constructing inner forms, and using high fluidity concrete, four workers can construct two high quality cast-in-place precast concrete shells in a day. In the case of a high-rise building, when a unit construction method is adopted (unit consists of a precast concrete shell combined with column main reinforcement and beam reinforcement) installation expenses decrease with work efficiency increase, a 14〜25% reduction is possible over the conventional method in respect to the length of time for skeleton construction work, the number of mechanical joints for reinforcement is decreased by about 25%. This can reduce the cost for skeleton construction of 32-story building by about 3%.

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© 2001 日本建築学会
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