INVESTIGATION ON RESIDUAL AXIAL FORCE OF HIGH-STRENGTH BOLTS OF FRICTION GRIP JOINTS IN STEEL BRIDGES UNDER LONG-TERM SERVICE CONDITIONS AND ITS TENDENCY ASSESSMENT.
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- IIDA Tetsuya
- 瀧上工業㈱ 企画管理室 技術開発グループ
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- SUGIURA Kunitomo
- 京都大学大学院 工学研究科
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- YAMAGUCHI Takashi
- 大阪市立大学大学院 工学研究科
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- SUZUKI Yasuo
- 富山大学 都市デザイン学部
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- YOSHIZU Hiroo
- 国土交通省近畿地方整備局 道路部
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- MORITA Keiji
- 国土交通省近畿地方整備局 道路部
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- ODA Hirotaka
- 瀧上工業㈱ 企画管理室
Bibliographic Information
- Other Title
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- 長期供用中の鋼橋における高力ボルト摩擦継手の残存ボルト軸力測定とその傾向に関する基礎的研究
Abstract
<p>With the aging of civil infrastructures, it is urgent to propose more efficient and simple maintenance and management methods. Higher strength bolts have been known to lose axial force due to relaxation, so that a bolt pre-tension of +10% of the designed axial force was introduced at the time of bolt tightening to compensate for the axial force decrease. Therefore, in this research, focus is placed on high strength bolts under long-term service condition. The residual bolt axial force survey of high strength bolts is carried out on steel bridges after 30 to 50 years of construction in order to know whether the bolt’s axial force remains in design level as required in the design specification.</p>
Journal
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- Kou kouzou rombunshuu
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Kou kouzou rombunshuu 27 (107), 107_9-107_21, 2020-09-25
Japanese Society of Steel Construction
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Details 詳細情報について
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- CRID
- 1390289920603770752
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- NII Article ID
- 130008111168
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- ISSN
- 18840329
- 18809928
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- Text Lang
- ja
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed