EFFECTS OF SHAPE OF ROUGHENED CONCRETE BY CHIPPING ON SHEAR STRENGTH FOR EXISTING BUILDING
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- ABE Takahide
- Seismic Solution Dept., TOBISHIMA Corporation
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- HIWATASHI Takeshi
- Research and Development Center, TOA Corporation
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- SAKAMOTO Keita
- Seismic Solution Dept., TOBISHIMA Corporation
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- TAKASE Yuya
- College of Environmental Technology, Muroran Institute of Technology
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- KATORI Keiichi
- Dept. of Architecture, Fac. of Sci. & Eng., Toyo Univ.
Bibliographic Information
- Other Title
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- 既存コンクリートのチッピングによる目荒らしの凹凸形状がせん断耐力に及ぼす影響
- キソン コンクリート ノ チッピング ニ ヨル メ アラシ ノ オウトツ ケイジョウガセン ダンタイリョク ニ オヨボス エイキョウ
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Description
<p>In seismic retrofitting of existing building, concrete surface are chipped using an electric chipping hammer in order to connect retrofitting members to R/C frames. The roughened concrete surface has very complex concavo-convex shape. Therefore, estimating of the shear strength is very difficult. <br>In this paper, we conducted the shape-measurement and shape-analysis of roughened concrete. In addition, the shear tests are also conducted. Using the obtained data, we tried to evaluate the shear strength as sum of strength by bearing stress and by local interlocking. As a result, it was concluded that the optimal area ratio rcr was about 0.3.</p>
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 24 (57), 655-660, 2018-06-20
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390564237992054656
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- NII Article ID
- 130007398452
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- HANDLE
- 10258/00010118
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- NDL BIB ID
- 029117085
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- Text Lang
- ja
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- Data Source
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- JaLC
- IRDB
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed