| Project/Area Number |
15K06312
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Building structures/Materials
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| Research Institution | Osaka Institute of Technology |
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Principal Investigator |
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| Project Period (FY) |
2015-04-01 – 2018-03-31
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| Project Status |
Completed (Fiscal Year 2017)
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| Budget Amount *help |
¥4,810,000 (Direct Cost: ¥3,700,000、Indirect Cost: ¥1,110,000)
Fiscal Year 2017: ¥520,000 (Direct Cost: ¥400,000、Indirect Cost: ¥120,000)
Fiscal Year 2016: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
Fiscal Year 2015: ¥2,470,000 (Direct Cost: ¥1,900,000、Indirect Cost: ¥570,000)
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| Keywords | RC柱 / S梁 / T字形柱梁接合部 / L字形柱梁接合部 / 孔あき鋼板ジベル / 支圧破壊性能の改善 / 支圧抵抗機構 / 耐力設計式 / 柱RC・梁S構造 / 挿入筋 / 支圧破壊性状 / 支圧破壊強度 / 耐力評価法 / 柱RC・梁S / 柱梁接合部 / T字形部分骨組 |
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| Outline of Final Research Achievements |
To improve the bearing failure behavior of T-shaped and L-shaped through beam type S beam to RC column joints, joint details using perfobond shear connectors were proposed. Perfobond shear connectors were attached on the bottom flange of the embedded steel beam at right angles to the steel flange. The objective of this study was to clarify the effectiveness of proposed joint details experimentally and theoretically.
From the test results, seismic performance was shown to be improved by proposed joint details using perfobond shear connectors. Particularly, the effect of reinforcing bars inserted in the holes was remarkable. In case of Specimen without perfobond shear connectors, concrete detachment caused by bearing on the upper flanges of the embedded steel beam was remarkable. However, concrete detachment was not observed for Specimen with the reinforcing bars inserted in the holes.
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