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Development of RC Columns with One Sided Wing Wall having Damage Reduction and High Toughness

Research Project

Project/Area Number 24560680
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeMulti-year Fund
Section一般
Research Field Building structures/materials
Research InstitutionUniversity of Fukui

Principal Investigator

ISO MASATO  福井大学, 工学(系)研究科(研究院), 准教授 (60377471)

Project Period (FY) 2012-04-01 – 2016-03-31
Project Status Completed (Fiscal Year 2015)
Budget Amount *help
¥5,460,000 (Direct Cost: ¥4,200,000、Indirect Cost: ¥1,260,000)
Fiscal Year 2014: ¥390,000 (Direct Cost: ¥300,000、Indirect Cost: ¥90,000)
Fiscal Year 2013: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
Fiscal Year 2012: ¥3,250,000 (Direct Cost: ¥2,500,000、Indirect Cost: ¥750,000)
Keywords片側袖壁付き柱 / 拘束筋 / PVA-FRC / 高靭性 / 損傷制御 / 荷重-変形スケルトンカーブ / 靭性 / 損傷 / スケルトンカーブ / 袖壁付きRC柱 / 損傷低減 / 高靱性 / 曲げ破壊 / 荷重変形モデル
Outline of Final Research Achievements

In this research, RC columns with one sided wing wall, which exhibits excellent properties in ductility and damage tolerance, were developed. The idea to reduce the damage and enhance the deformation are as follows. ① PVA fiber reinforced concrete is used as an alternate material of a conventional common concrete. ② It is to restrain the concrete in compressive zone of wing wall with high strength circular spiral reinforcement. The range is also zone of over 2.5t (t = thickness of wing wall) from the capital section and column base section.
A total of 6 specimens were tested to demonstrate and verify these ideas. Furthermore, the test results were analyzed and discussed. The evaluation method for the strength, the deformation and the skeleton model of between the shear force and the drift angle were proposed.

Report

(5 results)
  • 2015 Annual Research Report   Final Research Report ( PDF )
  • 2014 Research-status Report
  • 2013 Research-status Report
  • 2012 Research-status Report
  • Research Products

    (3 results)

All 2016 2014

All Presentation (3 results)

  • [Presentation] 片側袖壁付きRC柱の限界変形性能評価2016

    • Author(s)
      磯雅人 河南孝典
    • Organizer
      日本建築学会北陸支部大会
    • Place of Presentation
      福井大学
    • Year and Date
      2016-07-24
    • Related Report
      2015 Annual Research Report
  • [Presentation] 袖壁付きRC柱の高靱性化に関する研究 その3 片側袖壁付きRC 柱の場合 実験概要・破壊性状2014

    • Author(s)
      山田貴大 磯 雅人 河南孝典 小川敦久
    • Organizer
      日本建築学会大会学術講演梗概集
    • Place of Presentation
      神戸大学
    • Related Report
      2013 Research-status Report
  • [Presentation] 袖壁付きRC 柱の高靱性化に関する研究 その4 片側袖壁付きRC 柱の場合 結果・検討2014

    • Author(s)
      河南孝典 磯 雅人 山田貴大 小川敦久
    • Organizer
      日本建築学会大会学術講演梗概集
    • Place of Presentation
      神戸大学
    • Related Report
      2013 Research-status Report

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Published: 2013-05-31   Modified: 2019-07-29  

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