SLIP FACTOR OF HIGH STRENGTH BOLTED FRICTIONAL JOINTS WITH ROUGHENED STEEL SURFACE AND INORGANIC ZINC RICH PAINTED SURFACE

  • TAMBA Yoshio
    一般財団法人阪神高速道路技術センター 企画研究部
  • YUKITO Shinya
    大阪市立大学大学院 工学研究科都市系専攻
  • KIMURA Satoshi
    (株)横河住金ブリッジ 設計センター(研究時 大阪市立大学大学院)
  • YAMAGUCHI Takashi
    大阪市立大学大学院 工学研究科都市系専攻
  • SUGIURA Kunitomo
    京都大学大学院 工学研究科社会基盤工学専攻

Bibliographic Information

Other Title
  • 接合面が鋼材粗面と無機ジンクリッチペイント面の高力ボルト摩擦接合継手のすべり係数の提案

Abstract

 As for on-site of the maintenance and strengthening work for steel bridges, the high strength bolted friction type joints are often applied. But, the surface preparation of the existing steel member may not be able to be processed abrasive blast-cleaning depending on site conditions. Therefore, the slippage tests were carried out using splice plates processed the inorganic zinc rich paint on surface and connected plates varied surface roughness on surface. As a result of the slip test, it was found that the slip factor and surface roughness have a linear relationship up to painted 75μm thickness of inorganic zinc-rich paint. And it is proposed that in case that painted 50μm~150μm thickness of inorganic zinc-rich paint, the slip factor is 0.4 in case of Ra (arithmetic mean estimation) > 5μm, but it is 0.2 in case of Ra < 5μm.

Journal

Citations (4)*help

See more

Related Projects

See more

Details 詳細情報について

  • CRID
    1390282680327970304
  • NII Article ID
    130004557019
  • DOI
    10.2208/jscejseee.70.137
  • ISSN
    21854653
  • Text Lang
    ja
  • Data Source
    • JaLC
    • Crossref
    • CiNii Articles
    • KAKEN
  • Abstract License Flag
    Disallowed

Report a problem

Back to top