Fire resistance of repaired components by polymer-modified cement mortar

Hitoshi Hamasaki, Takeshi Motegi, Takafumi Noguchi, Dedong Wang, Hyungjun Kim

研究成果: Article査読

1 被引用数 (Scopus)

抄録

This paper deals with the fire resistance of repaired components by polymer-modified cement mortar. The experiment examine fire test for two hours, confirmed the damage conditions and the temperature distribution of repair sections, and adhesive strength. As the result, the monolithic property of repair section depends on its size and thickness, the case of large and thin is relatively danger. The temperature distribution in the repair section is relatively low compared with an ordinary concrete and mortar, so harmful influence to the structural safety in fire is low from the viewpoint of the temperature of the reinforcing bar.

本文言語English
ページ(範囲)1065-1071
ページ数7
ジャーナルJournal of Structural and Construction Engineering
75
652
DOI
出版ステータスPublished - 2010 6
外部発表はい

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

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