WEKO3
アイテム
格子パネルを用いた埋設ジョイントの変形特性に関する実験的一考察
http://hdl.handle.net/10649/472
http://hdl.handle.net/10649/472d4949701-af86-43cb-bc9e-46aebfaec7b3
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
K16_3.pdf (958.1 kB)
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| アイテムタイプ | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2011-02-15 | |||||
| タイトル | ||||||
| タイトル | 格子パネルを用いた埋設ジョイントの変形特性に関する実験的一考察 | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | buried joint | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | grid panel | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | asphalt mixture | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | deformation | |||||
| 資源タイプ | ||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
| 資源タイプ | departmental bulletin paper | |||||
| 著者 |
高橋, 修
× 高橋, 修× 丸山, 暉彦× 鈴木, 一隆× 稲葉, 武男 |
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| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 2322 | |||||
| 姓名 | タカハシ, オサム | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 2323 | |||||
| 姓名 | マルヤマ, テルヒコ | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 2324 | |||||
| 姓名 | スズキ, カズタカ | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 2325 | |||||
| 姓名 | イナバ, タケオ | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 2326 | |||||
| 姓名 | Takahashi, Osamu | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 2327 | |||||
| 姓名 | Maruyama, Teruhiko | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 2328 | |||||
| 姓名 | Suzuki, Kazutaka | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 2329 | |||||
| 姓名 | Inaba, Takeo | |||||
| 著者所属 | ||||||
| 値 | 長岡技術科学大学建設系 | |||||
| 著者所属 | ||||||
| 値 | 長岡技術科学大学建設系 | |||||
| 著者所属 | ||||||
| 値 | 日本道路公団仙台建設局鶴岡工事事務所 | |||||
| 著者所属 | ||||||
| 値 | ジャパンコステック(株) | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The jointless system in roadway viaducts can produce favorable effects on not only driving condition but also traffic environment and supervision. One of the effective methods for putting a jointless system to practical use is to use a buried joint instead of a steel expansion joint. Usage of an ordinary buried joint is limited to short spanned bridges. But the buried joint which contains steel grid panel and sliding sheets can be applied to much longer bridges. Since this type buried joint has been developed from only experience of test installations, material and structural basic characteristics of the joint have not been cleared. Furthermore a detail movement of bridge deck and the buried joint behavior caused by that movement are also unknown. In this paper,(1) long term real girder behavior of expansion and contraction, (2) deformation characteristic of grid panel type buried joint are discussed by field measurements and laboratory experiments. Real movement of expansion gap is very complicated, and it was suggested from field measurement results that the asphalt mixture used as the buried joint should be more insensitive for temperature. As concerns laboratory experiments, deformation behavior of the buried joint is measured by giving expansion and contraction action to full scale specimens. From the results, deformation dispersion effect which is remarkable point of this type buried joint can be verified. And it is also shown that the steel grid panel is essential constituent for this type buried joint. | |||||
| 書誌情報 |
長岡技術科学大学研究報告 巻 16, p. 11-19, 発行日 1994-12 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0388-5631 | |||||
| 書誌レコードID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00177120 | |||||
| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
| その他のタイトル | ||||||
| その他のタイトル | Experimental study on deformation behavior of the grid panel type buried joint | |||||
| 出版者 | ||||||
| 出版者 | 長岡技術科学大学 | |||||
