环境温度作用下地下主体结构水化热分析
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Analysis of hydration heat of underground main structure under the effect of ambient temperature
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    摘要:

    为研究水化热-环境温度耦合作用下地下主体结构的温度场分布规律,以公常路中山大学深圳校区段下 穿改造工程为背景,采用FEA有限元软件对该底板进行混凝土水化热模拟,并与自动化监测获得不同施工环境 温度下主体结构底板混凝土的内外温度进行对比分析。研究结果表明:选择合适的环境温度下施工,可以有效 控制大体积混凝土水化热温差。在施工环境温度过低的情况下,采取有效保温措施。在施工环境温度变化较大 的情况下,选择水化热低水泥。

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    To investigate the distribution of temperature field of the main underground structure under the coupling effect of hydration heat and ambient temperature,the FEA finite element software was used to simulate the temperature field based on the underpass reconstruction project of the Gongchang road at the position of the Shenzhen campus of the Sun Yan-sen University. The automatic monitoring data of the internal and external temperature field of floor concrete of main structure was analyzed and compared under different construction ambient temperatures. The results show that the temperature difference of hydration heat of mass concrete can be effectively control at a suitable construction ambient temperature. Effective heat preservation measures need to be taken to prevent temperature cracks,when the ambient temperature of construction is low. In the case of large variation in the construction ambient temperature,cement with low heat of hydration should be selected.

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AMOUSSOU Ekoe,陈卓异,李传习,等.环境温度作用下地下主体结构水化热分析[J].交通科学与工程,2021,37(4):43-48.
AMOUSSOU Ekoe, CHEN Zhuo-yi, LI Chuan-xi, et al. Analysis of hydration heat of underground main structure under the effect of ambient temperature[J]. Journal of Transport Science and Engineering,2021,37(4):43-48.

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  • 在线发布日期: 2022-06-06
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