岸线高强混凝土质量检验

M. Maage, S. Helland
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引用次数: 2

摘要

Statpipe开发项目的一部分是在挪威暴露的西海岸登陆两条天然气管道。管道被放置在一个水下混凝土隧道内,作为岩石海床上的水下保护桥。这条590米长的隧道由五个独立的构件组成,在两个干船坞中建造。隧道起始于水深30米,止于水平面。经过7年的服务,从飞溅区钻取了岩心。对岩心进行了抗压强度、毛细管吸收、氯离子谱、薄片分析、x射线衍射、扫描电镜和元素分析等测试。结果表明,在这种低孔隙度混凝土中,海水与水泥浆的反应产物会填充原有的低孔隙度,使混凝土变紧,从而阻止氯化物的进入。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Quality Inspection of Shore Approach High-Strength Concrete
A part of the Statpipe Development Project is a landfall for two gas pipelines on the exposed western coast of Norway. The pipelines are placed inside a submerged concrete tunnel which acts as an underwater protecting bridge over the rocky sea bed. The 590 m long tunnel was cast in five separte elements produced in two dry docks. The tunnel starts at a water depth of 30 m and ends up at water level. After seven years in service, cores were drilled from the splash zone element. The testing of the cores included compressive strength, capillary absorption, chloride profile, thin section analyses, X-ray diffraction, scanning electron microscopy and element analysis. The results indicate that in such a low porous concrete, the reaction products between sea water and cement paste will fill up the original low porosity and tighten the concrete so that the ingress of chlorides will cease.
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