鉄筋コンクリート構造物の耐震性向上を目的とした、ウイングウォールを用いた柱梁接合部の補強に関する実験的研究
Li Yuebing1, Yan Qi2,3, Wang Hang4
1School of Civil Engineering and Architecture, Northeast Electric Power University, Jilin, 132012, China. sdlybing@hotmail.com.
Scientific reports
|December 30, 2025
まとめ
鉄筋コンクリート(RC)ウイングウォールは、既存フレームの梁・柱接合部の耐震性能を効果的に強化する。本研究では、ウイングウォールの設置に関する簡略化された設計方法を提案し、構造物の安全性を向上させる。
科学分野:
- 構造工学
- 耐震工学
- 材料科学
背景:
- 地震時の柱梁接合部の早期損傷は、構造物の耐震性能を低下させます。
- 既存の鉄筋コンクリート(RC)フレーム構造物は、耐震性の低い内蔵柱梁接合部を有することがよくあります。
研究 の 目的:
- 鉄筋コンクリート(RC)ウイングウォールを用いた内蔵柱梁接合部の補強の有効性を検証すること。
- 補強メカニズムを解析し、簡略化された設計方法を提案すること。
主な方法:
- 内蔵柱梁接合部に対する準静的履歴載荷試験。
- 力学モデルを開発するための理論的解析。
- 補強効果と破壊モードの評価。
主要な成果:
- 補強された試験体は、強度の大幅な向上と理想的な梁の降伏メカニズムを示しました。
- 非補強試験体では、損傷が接合部領域に集中しました。
- ウイングウォール工法は、内蔵接合部のせん断力を効果的に処理しました。
結論:
- 鉄筋コンクリート(RC)ウイングウォールは、耐震性の低い内蔵柱梁接合部を補強するための効果的な方法です。
- 新規かつ簡略化された設計アプローチは、実用性と効率性を向上させます。
- 提案された方法は、既存のRC構造物の耐震レジリエンスを向上させます。
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