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  1. B200 工学部/工学研究科
  2. B200a 雑誌掲載論文
  3. 学術雑誌

超高強度ひずみ硬化型モルタルの基礎物性と補修材料としての利用法

http://hdl.handle.net/2237/20864
http://hdl.handle.net/2237/20864
93ad2490-3cbc-40ee-a4f2-323629bea2ae
名前 / ファイル ライセンス アクション
67_508.pdf 67_508.pdf (1.9 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2014-11-26
タイトル
タイトル 超高強度ひずみ硬化型モルタルの基礎物性と補修材料としての利用法
言語 ja
その他のタイトル
その他のタイトル FUNDAMENTAL PROPERTIES OF ULTRA HIGH PERFORMANCE-STRAIN HARDENING CEMENTITIOUS COMPOSITES AND USAGE FOR REPAIR
言語 en
著者 国枝, 稔

× 国枝, 稔

WEKO 54767

ja 国枝, 稔

Search repository
志水, 康祐

× 志水, 康祐

WEKO 54768

ja 志水, 康祐

Search repository
江口, 輝行

× 江口, 輝行

WEKO 54769

ja 江口, 輝行

Search repository
上田, 尚史

× 上田, 尚史

WEKO 54770

ja 上田, 尚史

Search repository
中村, 光

× 中村, 光

WEKO 54771

ja 中村, 光

Search repository
KUNIEDA, Minoru

× KUNIEDA, Minoru

WEKO 54772

en KUNIEDA, Minoru

Search repository
SHIMIZU, Kosuke

× SHIMIZU, Kosuke

WEKO 54773

en SHIMIZU, Kosuke

Search repository
EGUCHI, Teruyuki

× EGUCHI, Teruyuki

WEKO 54774

en EGUCHI, Teruyuki

Search repository
UEDA, Naoshi

× UEDA, Naoshi

WEKO 54775

en UEDA, Naoshi

Search repository
NAKAMURA, Hikaru

× NAKAMURA, Hikaru

WEKO 54776

en NAKAMURA, Hikaru

Search repository
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
権利
言語 ja
権利情報 Copyright © 2011 公益社団法人 土木学会
抄録
内容記述 コンクリート構造物の補修・補強材料としての利用を想定して開発された超高強度ひずみ硬化型モルタル(Ultra High Performance-Strain Hardening Cementitious Composites,UHP-SHCC)は,高強度,高靭性を特徴とする繊維補強モルタルのひとつである.本研究では,UHP-SHCCの材料設計思想をその他の繊維補強セメント材料と比較しながら紹介するとともに,材料の基礎物性を示す.特に,補修材料として重要である,各種物質移動に対する抵抗性(塩化物イオン,空気,水および二酸化炭素)の評価結果を示す.さらに,鉄筋腐食が懸念されるコンクリート構造物の補修を対象に,当該材料を利用した補修の考え方について紹介するとともに,実験室レベルでの補修効果について示す.
言語 ja
内容記述タイプ Abstract
抄録
内容記述 This paper presents the fundamental properties of Ultra High Performance-Strain Hardening Cementitious Composites (UHP-SHCC), which were depeloped for repair applications. In particular, mechanical properties such as tensile response, shrinkage and bond strength were investigated experimentally. Protective performance of the material such as air permeability, water permeability and penetration of chloride ion was also confirmed comparing to that of ordinary concrete. This paper also introduces the usage of the material in repair of concrete st ructures. Laboratory tests concerining the deterioration induced by corrosion were conducted. The UHP-SHCC that coverd the RC beam resisted not only crack opening along the rebar due to corrosion but also crack opening due to loading tests.
言語 en
内容記述タイプ Abstract
出版者
言語 ja
出版者 土木学会
言語
言語 jpn
資源タイプ
資源タイプresource http://purl.org/coar/resource_type/c_6501
タイプ journal article
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
DOI
関連タイプ isVersionOf
識別子タイプ DOI
関連識別子 https://doi.org/10.2208/jscejmcs.67.508
ISSN
収録物識別子タイプ EISSN
収録物識別子 2185-6567
書誌情報 ja : 土木学会論文集E2(材料・コンクリート構造)

巻 67, 号 4, p. 508-521, 発行日 2011-10
著者版フラグ
値 publisher
URI
識別子 http://dx.doi.org/10.2208/jscejmcs.67.508
識別子タイプ DOI
URI
識別子 http://hdl.handle.net/2237/20864
識別子タイプ HDL
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