首页> 外文期刊>Materials Characterization >Alkali-silica reaction damage to Elgeseter Bridge, Trondheim, Norway: a review of construction, research and repair up to 2003
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Alkali-silica reaction damage to Elgeseter Bridge, Trondheim, Norway: a review of construction, research and repair up to 2003

机译:碱金属硅石反应对挪威特隆赫姆的埃尔格塞特大桥的破坏:至2003年的建设,研究和维修回顾

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摘要

Elgeseter Bridge was built in the period 1949 to 1951 and is a unique design for Norwegian construction in this era. In the early 1990s, deleterious Alkali-Silica Reaction (ASR) was investigated and explains the observed expansions and cracking of the concrete. Damage due to ASR has occurred most severely on western face of the structural elements which are exposed to the elements in the middle of the river. In situ measurements since 1995 have provided important information on the relative humidity within the concrete and the rate of crack expansion. Relative humidity is generally high (100 percent) and cracks expand at a maximum rate "of 0.15 mm per year. Column tests with impregnation of monosilane have given very promising results. One product with creamy consistency has reduced the relative humidity to less than 80 percent at a distance of 50 mm from the surface, and theoretically "stopped" or significantly reduced the ASR.
机译:Elgeseter桥建于1949年至1951年,是该时代挪威建筑的独特设计。在1990年代初期,对有害的碱-二氧化硅反应(ASR)进行了研究,并解释了观察到的混凝土膨胀和开裂。由于ASR造成的破坏最严重地发生在暴露于河中元素的结构元素的西面。自1995年以来的现场测量已提供了有关混凝土内相对湿度和裂纹扩展率的重要信息。相对湿度通常很高(100%),并且裂纹以每年0.15 mm的最大速率扩展。用甲硅烷浸渍的柱测试给出了非常有希望的结果。一种具有乳脂状稠度的产品将相对湿度降低到了80%以下距离表面50毫米,理论上“停止”或大大降低了ASR。

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