日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
穴あきPC板を用いた耐力壁工法の開発 : 工法概要,施工実験,構面せん断実験
那須 秀行桐山 伸一三宅 辰哉飯田 秀年香取 慶一林 静雄
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2000 年 6 巻 10 号 p. 77-82

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A construction method for multiple dwelling house up to three story using prestressed concrete hollow core panels ('SPC panels' in following) was newly developed. SPC panels have been usually used as nonstructural walls. Even though SPC panels do not have shear reinforcement, it may be possible that members except SPC, such as anchorage bars, are set to yield before cracking of SPC. In this report, based on a erection test and a shearing test, availability of this method is estimated. As results, it is recognized that term of work and cost of erection are allowable, and that SPC shear wall has enough strength for 3-story apartment. The points of future improvement are also made clear.
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© 2000 日本建築学会
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