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隧道管片结构碳化影响因素及寿命预测分析

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基于水下隧道混凝土管片碳化寿命的影响因素众多,预测方法也不统一的问题,该文结合实际工程,分析水下隧道混凝土管片碳化影响因素及规律,建立3种以裂缝限值为控制目标的混凝土管片寿命预测方法,对比分析3种方法的预测结果.结果表明:3种方法预测的隧道内温度、CO2浓度对隧道衬砌结构寿命的影响规律与现有试验得到的规律基本一致;隧道内温度对混凝土衬砌寿命的影响最大,CO2浓度的影响次之;3种方法预测的相对湿度对隧道衬砌结构的寿命影响规律不太理想,有待进一步改进.预测的保护层锈胀后的钢筋年均锈蚀率约为保护层锈胀前的3倍,及时发现并修复裂缝能有效延长隧道衬砌的寿命;基于徐善华方法的预测结果最保守,比规范法略小;基于杨晓明方法的预测值比规范法大25%以上,建议选择性使用.
Influence Factors of Carbonization of Tunnel Segment Structure and Life Prediction Analysis
There are many factors that affect the carbonization life of concrete segments in underwater tunnels,and the prediction methods are not uniform.In this paper,combined with actual engineering,the influencing factors and laws of carbonization of concrete segments in underwater tunnels were analyzed,and three methods for predicting the life of concrete segments were established with the crack limit as the control target.The prediction results of the three methods were compared.The results show that the influence of the temperature and CO2 concentration in the tunnel predicted by the three methods on the life of the tunnel lining structure is basically consistent with the existing experimental rules.The temperature in the tunnel has the greatest influence on the life of the concrete lining,followed by that of CO2 concentration.The three methods obtain non-ideal results in predicting the influence of relative humidity on the life of tunnel lining structure and need to be further improved.The predicted annual average corrosion rate of steel bars after rust expansion of the protective layer is about three times that before rust expansion of the protective layer.Timely detection and repair of cracks can effectively prolong the life of tunnel lining.The prediction result based on XU Shanhua's method is the most conservative and slightly smaller than that of the standard method.The predicted value based on YANG Xiaoming's method is more than 25%larger than the standard method,and it is recommended based on the actual situation.

tunnel engineeringcarbonization of concrete segmentcrack limitlife predictiontemperatureCO2 concentration

李东彪、苗淼、沈才华、陈伟

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中交隧桥(南京)技术有限公司,江苏 南京 211800

中交基础设施养护集团有限公司隧道养护技术研发中心,江苏 南京 211800

河海大学 土木与交通学院,江苏 南京 210098

隧道工程 混凝土管片碳化 裂缝限值 寿命预测 温度 CO2浓度

2024

中外公路
长沙理工大学

中外公路

CSTPCD
影响因子:0.626
ISSN:1671-2579
年,卷(期):2024.44(6)