ログイン
言語:

WEKO3

  • トップ
  • ランキング
To
lat lon distance
To

Field does not validate



インデックスリンク

インデックスツリー

メールアドレスを入力してください。

WEKO

One fine body…

WEKO

One fine body…

アイテム

  1. B. 理工学域; 数物科学類・物質化学類・機械工学類・フロンティア工学類・電子情報通信学類・地球社会基盤学類・生命理工学類
  2. b 10. 学術雑誌掲載論文
  3. 1.査読済論文(工)

Recycling concrete rubbles with reactive aggregates from ASR-affected bridge pier

http://hdl.handle.net/2297/12397
http://hdl.handle.net/2297/12397
426f8388-2d5f-4794-a912-9357b5061380
名前 / ファイル ライセンス アクション
TE-PR-TORII-K-605.pdf TE-PR-TORII-K-605.pdf (1.6 MB)
Item type 会議発表論文 / Conference Paper(1)
公開日 2017-10-03
タイトル
タイトル Recycling concrete rubbles with reactive aggregates from ASR-affected bridge pier
言語
言語 eng
資源タイプ
資源タイプ識別子 http://purl.org/coar/resource_type/c_5794
資源タイプ conference paper
著者 Sugiyama, A.

× Sugiyama, A.

WEKO 14881

Sugiyama, A.

Search repository
Torii, Kazuyuki

× Torii, Kazuyuki

WEKO 104
金沢大学研究者情報 50115250
研究者番号 50115250

Torii, Kazuyuki

Search repository
Sakai, K.

× Sakai, K.

WEKO 14882

Sakai, K.

Search repository
Shimizu, K.

× Shimizu, K.

WEKO 14883

Shimizu, K.

Search repository
Sato, Y.

× Sato, Y.

WEKO 14884

Sato, Y.

Search repository
提供者所属
内容記述タイプ Other
内容記述 金沢大学理工研究域環境デザイン学系
書誌情報 Proceedings of the 4th International Structural Engineering and Construction Conference, ISEC-4 - Innovations in Structural Engineering and Construction

巻 1, p. 605-611, 発行日 2008-09-01
出版者
出版者 Taylor & Francis
抄録
内容記述タイプ Abstract
内容記述 A large number of bridge piers on the Noto highway are now suffering from serious damages caused by alkali-silica reaction (ASR). The Kashima Bridge with a 2-span steel girder structure was constructed in 1978. However, in the inspection carried out in 2004, it was found that half of stirrup steel bars in the pillow beam fractured at the bending corner of steel bar due to the excessive ASR expansion of concrete. For this reason, the pillow beam of the Kashima Bridge was completely reconstructed by removing all the concrete in 2005. In the first part of the paper, the execution procedure of reconstruction of pillow beam and the strengthening of column in ASR-affected RC pier were introduced. In the second part of the paper, in order to recycle concrete rubbles from the Kashima Bridge, the possibility of recycled aggregates for residual ASR reactivity and its some countermeasures were also discussed. © 2008 Taylor & Francis Group.全文公開200909
著者版フラグ
出版タイプ AM
出版タイプResource http://purl.org/coar/version/c_ab4af688f83e57aa
戻る
0
views
See details
Views

Versions

Ver.1 2023-07-28 01:44:06.632778
Show All versions

Share

Mendeley Twitter Facebook Print Addthis

Cite as

エクスポート

OAI-PMH
  • OAI-PMH JPCOAR 2.0
  • OAI-PMH JPCOAR 1.0
  • OAI-PMH DublinCore
  • OAI-PMH DDI
Other Formats
  • JSON
  • BIBTEX

Confirm


Powered by WEKO3


Powered by WEKO3