Experimmental study on patching plate repair with high strength bolts and adhesive suubjected to axial force

• Tamba Yoshio

  阪神高速道路株式会社 大阪管理部

• Yukito Shinya

  株式会社建設技術研究所

• 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

• 接着剤と高力ボルトを併用した軸方向力を受ける当て板補修に関する実験的研究
• セッチャクザイ ト コウリョク ボルト オ ヘイヨウ シタ ジク ホウコウリョク オ ウケル アテ ハン ホシュウ ニ カンスル ジッケンテキ ケンキュウ

Abstract

The high strength bolted frictional joints are frequently used for repair and strengthening works of steel bridges, such as patch plates with epoxy resin. In order to investigate the retrofit effect of adhesive patch plate which are bolted by high tension bolts to the corroded steel member, tensile tests which are the length of patch plate or the number of bolts as a parameter are conducted. Based on the tensile tests, it is found that if patch plate satisfies its length and thickness, the deterioration of stiffness and capacity of specimens is not observed.

Journal

• Journal of Structural Engineering, A

  Journal of Structural Engineering, A 61A (0), 585-596, 2015

  Japan Society of Civil Engineers

Keywords

• maintenance
• patching plate
• adhesive
• high strength bolt

Details

• CRID: 1390001205283300096
• NII Article ID: 130005439093
• NII Book ID: AA12210243
• ISSN: 18816614
• ISSN: 1881820X
• DOI: 10.11532/structcivil.61a.585
• NDL BIB ID: 026315311
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I026315311
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • CiNii Articles
  • KAKEN
• Abstract License Flag: Disallowed