• Search Research Projects
  • Search Researchers
  • How to Use
  1. Back to previous page

Development on frictional type compact joint having high-resistance and ductility by utilizing new faying surface treatment and the bearing strength of bolt

Research Project

Project/Area Number 16H04401
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section一般
Research Field Structural engineering/Earthquake engineering/Maintenance management engineering
Research InstitutionOsaka City University

Principal Investigator

Yamaguchi Takashi  大阪市立大学, 大学院工学研究科, 教授 (50283643)

Co-Investigator(Kenkyū-buntansha) 高井 俊和  九州工業大学, 大学院工学研究院, 助教 (00759433)
Research Collaborator MORIYAMA Hitoshi  
Project Period (FY) 2016-04-01 – 2019-03-31
Project Status Completed (Fiscal Year 2018)
Budget Amount *help
¥17,810,000 (Direct Cost: ¥13,700,000、Indirect Cost: ¥4,110,000)
Fiscal Year 2018: ¥2,470,000 (Direct Cost: ¥1,900,000、Indirect Cost: ¥570,000)
Fiscal Year 2017: ¥8,190,000 (Direct Cost: ¥6,300,000、Indirect Cost: ¥1,890,000)
Fiscal Year 2016: ¥7,150,000 (Direct Cost: ¥5,500,000、Indirect Cost: ¥1,650,000)
Keywords高力ボルト摩擦接合継手 / 新接合面処理 / すべり係数 / テーパー継手 / ウレア樹脂 / 支圧強度 / パンチングメタル / 構造工学・地震工学 / 高力ボルト / 摩擦接合継手 / 支圧限界 / 打ち込み式支圧ボルト
Outline of Final Research Achievements

To development frictional bolted compact joint which has high resistance and ductility, it’s needed to make uniform the slip and after-slip behavour of all bolts in the joint and utilize their bearing strength. We tried to solve this problem by varying the cross-sectional shape in longitudinal direction such as tapered joint (method (1)) and improving the frictional resisting mechanism in the faying surface (method (2)). As for method 1, simple tensile tests and FEA of frictional bolted joints were conducted. From these results, slip and bearing resistance of the joint was enhanced but the slip behaviour of each bolt were not equalized. As for method 2, new faying surface treatment method was developed what is to make the steric structures of polyurea resin and thin nickel mesh. The tensile tests of grouped joint coated with the new faying surface was conducted. From the results, it’s found that the slip behaviour of each bolt was equalized by the new faying surface treatment.

Academic Significance and Societal Importance of the Research Achievements

本研究により,高力ボルト摩擦接合継手における各ボルトの荷重分担の不均一性は,テーパーを用いた力学的な断面変化による改善は難しく,接合面の性能変化により改善できることが明らかとなった.すなわち,摩擦接合継手の荷重伝達機構のブレークスルーは可能であり,ボルト接合部の更なる縮小化・高機能化の方向性が示された.新接合面処理による研究がさらに発展すれば,メガストラクチャーの接合部においてボルト接合を適用することも視野に入れることができ,新たな構造物・架設方法の創出に繋がる.このように,本研究の学術的・社会的意義は大きく,基礎研究としての役割を十分に果たした.

Report

(4 results)
  • 2018 Annual Research Report   Final Research Report ( PDF )
  • 2017 Annual Research Report
  • 2016 Annual Research Report
  • Research Products

    (12 results)

All 2019 2018 2017

All Journal Article (8 results) (of which Peer Reviewed: 7 results) Presentation (4 results)

  • [Journal Article] 高力ボルト摩擦接合継手の引張載荷実験における試験体ボルト行数のすべりおよび母板降伏挙動への影響に関する基礎的研究2019

    • Author(s)
      高井俊和,森山仁志,山口隆司,山本佑大
    • Journal Title

      構造力学論文集

      Volume: 65A Pages: 365-376

    • NAID

      130007791202

    • Related Report
      2018 Annual Research Report
    • Peer Reviewed
  • [Journal Article] 高力ボルト摩擦接合継手の板幅方向の連続性が力学的挙動に及ぼす影響に関する数値解析的研究2018

    • Author(s)
      高井俊和,森山仁志,山口隆司,山本佑大
    • Journal Title

      土木構造・材料論文集(九州橋梁・構造工学研究会)

      Volume: 34 Pages: 71-79

    • NAID

      40021844891

    • Related Report
      2018 Annual Research Report
    • Peer Reviewed
  • [Journal Article] 母板の曲げ変形を考慮した高力ボルト摩擦接合継手の目違いの影響2018

    • Author(s)
      高井俊和,森山仁志,山口隆司,山本佑大
    • Journal Title

      鋼構造年次論文報告集

      Volume: 26 Pages: 534-541

    • Related Report
      2018 Annual Research Report
    • Peer Reviewed
  • [Journal Article] 高力ボルト摩擦接合継手の支圧挙動評価のための解析モデルの検討2018

    • Author(s)
      森山仁志,高井俊和,山口隆司,山本佑大
    • Journal Title

      鋼構造年次論文報告集

      Volume: 26 Pages: 526-533

    • Related Report
      2018 Annual Research Report
    • Peer Reviewed
  • [Journal Article] Study on Enhancement of Slip Resistance of High Strength Bolted Frictional Joint Focusing on Shape of Joint Surface2018

    • Author(s)
      Yuta YAMAMOTO, Hitoshi MORIYAMA, Takashi YAMAGUCHI, Toshikazu TAKAI
    • Journal Title

      Proceedings of 12th Japanese-German Bridge Symposium

      Volume: 12

    • Related Report
      2018 Annual Research Report
  • [Journal Article] 一面摩擦高力ボルト摩擦接合継手の荷重作用時の面外変形に着目した力学的挙動に関する解析的研究2018

    • Author(s)
      高井俊和,森山仁志,山口隆司,山本佑大
    • Journal Title

      構造工学論文集

      Volume: 64A Pages: 636-649

    • Related Report
      2017 Annual Research Report
    • Peer Reviewed
  • [Journal Article] 多列高力ボルト摩擦接合継手のすべり耐力向上に関する基礎的研究2017

    • Author(s)
      高井俊和,森山仁志,山口隆司,山本佑大
    • Journal Title

      鋼構造年次論文報告集

      Volume: 25 Pages: 1-7

    • Related Report
      2017 Annual Research Report
    • Peer Reviewed
  • [Journal Article] 高力ボルト摩擦接合継手のすべり耐力向上に関する実験的研究2017

    • Author(s)
      山本佑大,森山仁志,山口隆司,高井俊和
    • Journal Title

      鋼構造年次論文報告集

      Volume: 25 Pages: 24-31

    • Related Report
      2017 Annual Research Report
    • Peer Reviewed
  • [Presentation] 高力ボルト摩擦接合継手のすべり後耐力の評価のためのFEモデリング手法2018

    • Author(s)
      高井 俊和,森山 仁志,山口 隆司,山本 佑大
    • Organizer
      土木学会第73回年次学術講演会
    • Related Report
      2018 Annual Research Report
  • [Presentation] 高力ボルト摩擦接合継手の横拘束のすべり挙動に与える影響2018

    • Author(s)
      高井俊和,森山仁志,山口隆司,山本佑大
    • Organizer
      土木学会西部支部研究発表会
    • Related Report
      2017 Annual Research Report
  • [Presentation] 高力ボルト摩擦接合継手の板幅方向の連続性が母板の降伏挙動に与える影響2018

    • Author(s)
      高井俊和,森山仁志,山口隆司,山本佑大
    • Organizer
      土木学会関西支部年次学術講演会
    • Related Report
      2017 Annual Research Report
  • [Presentation] 接触面にテーパーを付けた高力ボルト摩擦接合継手のすべり挙動に関する解析的研究2017

    • Author(s)
      高井俊和,森山仁志,山口隆司,山本佑大,高田直幸
    • Organizer
      平成29年度 土木学会関西支部 年次学術講演会
    • Place of Presentation
      大阪府大阪市旭区大宮5-16-1 大阪工業大学 大宮キャンパス
    • Related Report
      2016 Annual Research Report

URL: 

Published: 2016-04-21   Modified: 2020-03-30  

Information User Guide FAQ News Terms of Use Attribution of KAKENHI

Powered by NII kakenhi