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基于现场取样试验的混凝土结构寿命预测

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在役码头钢筋混凝土结构耐久性寿命预测面临可供分析参数少、契合度不高、预测结果存疑等问题,通过现场取样试验,获取混凝土芯样氯离子浓度分布值,基于修正的氯离子扩散模型,利用Matlab软件进行回归分析,得到试件的氯离子扩散系数、衰减系数和表面氯离子浓度等参数,并对在役码头胸墙钢筋混凝土结构耐久性寿命进行预测.结果表明:参数定值法预测结果过大,而基于失效概率预测方法的预测结果与规范方法计算结果基本一致,更符合工程实际.
Life prediction for concrete structure based on site sampling test
The durability life prediction of the reinforced concrete structure of the existing wharf is faced with the problems of few available analysis parameters,low degree of fit,and doubtful prediction results.We obtain the distribution value of chloride ion concentration in the concrete core sample through on-site sampling tests.Based on the modified chloride ion diffusion model,we carry out the regression analysis using Matlab software to obtain the chloride ion diffusion coefficient,attenuation coefficient,surface chloride ion concentration and other parameters of the test piece,and predict the durability life of the breast wall reinforced concrete structure of the existing wharf.The results show that the prediction results of the parameter setting method are too large,and the prediction results based on the failure probability prediction method are basically consistent with the calculation results of the standard method,which is more consistent with the engineering practice.

sampling testchloride ion detectionconcrete durabilitylife prediction

李庆、赵健、蒋琼明

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北部湾大学 建筑工程学院, 广西 钦州 535011

中交天航南方交通建设有限公司, 广东 深圳 518101

取样试验 氯离子检测 混凝土耐久性 寿命预测

广西教育厅高校科研项目北部湾大学高层次人才科研启动项目

2022KY04142019KYQD43

2024

水运工程
中交水运规划设计院有限公司

水运工程

CSTPCD
影响因子:0.428
ISSN:1002-4972
年,卷(期):2024.(2)
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