首页> 外文会议>International Symposium on Structural Engineering for Young Experts; 20060818-21; Fuzhou amp; Xiamen(CN) >Study on Carbonation of Cover Concrete of the Railway Bridges on Qing-Zang Plateau
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Study on Carbonation of Cover Concrete of the Railway Bridges on Qing-Zang Plateau

机译:青藏高原铁路桥梁覆盖混凝土碳化研究

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The climate of Qing-Zang Plateau in northwest of China is drought and windy with less rain. After the service of about forty years, the carbonation of cover concrete of those bridges is visible and cracks appear gradually due to corrosion of reinforcements resulting in repairing with expensive cost ahead of time. The compressive strength of concrete, and the depth of carbonation of some bridges in arid area were inspected in-site, and the results show that the less relative humidity of environment made the carbonation accelerate with faster rate. Based on the test data and the method of regress analysis, the equation of carbonation life forecast is proposed. The tests of accelerating carbonation were also done in order to investigate the effect of humidity on carbonation, and the reasonable value of depth of concrete cover and the minimum grade of compressive strength of concrete suitable for the bridges in arid area are also discussed in this paper.
机译:中国西北部青藏高原的气候干旱多风,雨少。使用约40年后,这些桥梁的覆盖混凝土会出现碳化现象,并且由于钢筋的腐蚀而逐渐出现裂缝,从而导致维修费用高昂。现场检查了混凝土的抗压强度和干旱地区部分桥梁的碳化深度,结果表明,环境相对湿度越小,碳化速度越快。基于试验数据和回归分析方法,提出了碳化寿命预测方程。为了研究湿度对碳化的影响,还进行了加速碳化的试验,并讨论了适用于干旱地区桥梁的混凝土盖层深度的合理值和混凝土的最小抗压强度等级。 。

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