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基于有限元的超大体积混凝土施工温度效应分析及控制措施

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文章以重庆东站地下结构混凝土底板工程为例,基于数值热传导理论方法和有限元分析,构建了超大体积混凝土施工温度效应分析的有限元模型及方法.基于构建的超大体积混凝土施工温度效应分析有限元模型,探讨了混凝土水灰比、环境温度和冷却水管布设等措施对混凝土中心温度的影响规律,为制订经济合理、切实可行的温度裂缝控制方案提供依据,并与施工过程中的实测温度数据进行对比分析,验证有限元分析方法在超大体积混凝土施工温度裂缝控制方案优选中应用的可行性.为大体积混凝土浇筑施工控制方案的优选提供客观依据,有利于减少大体积混凝土温度裂缝的产生,提升混凝土的抗渗性能,保障结构的安全性和耐久性.
Temperature Effect Analysis and Control Measure of Super Mass Concrete Construction Based on Finite Element Method
Based on the numerical thermal conduction theory and finite element analysis,the finite element model and method for analyzing the temperature effect of super mass concrete construction are constructed by taking the concrete floor engineering of underground structure of Chongqingdong Railway Station as an example.Based on the finite element model for analyzing the temperature effect of super mass concrete construction,the influence law of concrete water-cement ratio,ambient temperature and cooling water pipe layout on the central temperature of concrete is discussed,which provides a basis for formulat-ing economical,reasonable and feasible temperature crack control scheme.The feasibility of the application of finite element analysis method in the selective preference of temperature crack control scheme for super mass concrete construction is verified by comparing it with the measured temperature data in the construction process.It provides an objective basis for the selective preference of mass con-crete pouring construction control scheme,which is con-ducive to reducing the generation of temperature cracks in mass concrete,improving the impermeability of concrete,and ensuring the safety and durability of the structure.

temperature crack of super mass concretefi-nite element analysistemperature fieldcrack prevention measure

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成都铁路局客站建设指挥部,四川 成都 610000

超大体积混凝土温度裂缝 有限元分析 温度场 防裂措施

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(16)