石川工業高等専門学校紀要
Online ISSN : 2424-2152
Print ISSN : 0286-6110
ISSN-L : 0286-6110
打継ぎのコンクリート強度に及ぼす影響に関する研究
中山 孝博竹本 邦夫
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研究報告書・技術報告書 フリー

2009 年 41 巻 p. 45-54

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Recently it is often reported that broken pieces of concrete happened to fall from tunnel linings or concrete walls, and its cause is supposed to be improper construction joints called ' cold joint. Consequently the durability of concrete structure has become a social problem. In this report, the influence of the construction joints upon flexural strength of concrete is measured. Some simple and effective methods which may be able to estimate the setting of concrete in order to prevent an occurrence of the cold joint is discussed experimentally.

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© 2009 独立行政法人国立高等専門学校機構 石川工業高等専門学校
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