Experimental Study for Joint Methods of the Corrugated Steel Web of PC Box Girder

• Uehira Kenji

  ドーピー建設工業 (株) 技術センター

• Yagishita Fumio

  近畿大学 理工学部土木工学科

• Ebina Takayuki

  ドーピー建設工業 (株) 技術センター

• Sonoda Keiichiro

  大阪市立大学 工学部土木工学科

Bibliographic Information

Other Title

• ウェブに波形鋼板を有するPC箱桁橋の鋼板の継手方法に関する研究
• ウェブ ニ ハケイ コウハン オ ユウスル PCハコ ケタバシ ノ コウハン

Abstract

In PC box girder bridge used corrugated steel girder at web, corrugated steel girder is fabricated in site as a rule. In this case, it is considered the welded joint, the bolt joint as the joint technique of corrugated steel girder. In this study, supposing unwelded joint under consideration of quality control in site and workability and considering scenery of structure, strength evaluation and drop off the number of bolts in the joint portion was investigated. As a result, it was cleared that the bolt joint has more strength evaluation than backling strength of corrugated steel girder and it can be dropped off the half number of bolts.

Journal

• Concrete Research and Technology

  Concrete Research and Technology 9 (2), 9-17, 1998

  Japan Concrete Institute

Keywords

• composite structures
• corrugated steel web
• bolt joint
• shearing behavior
• buckling
• capacity

Details

• CRID: 1390001205455166592
• NII Article ID: 10002755616
• NII Article ID: 10008220116
• NII Book ID: AN1053282X
• DOI: 10.3151/crt1990.9.2_9
• COI: 1:CAS:528:DyaK1cXns1amtro%3D
• NDL BIB ID: 4567270
• ISSN: 13404733
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4567270
• Web Site: https://www.jstage.jst.go.jp/article/crt1990/9/2/9_9/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed