考虑孔溶液相变的寒区混凝土导热系数计算模型
作者:
作者单位:

1.新疆农业大学 水利与土木工程学院,新疆 乌鲁木齐 830052;2.新疆农业大学 新疆水利工程安全与水灾害防治重点实验室,新疆 乌鲁木齐 830052;3.新疆水利水电科学研究院,新疆 乌鲁木齐 830049

作者简介:

宫经伟(1984—),男,湖北随州人,新疆农业大学教授,博士生导师,博士. E-mail: gongjingwei@xjau.edu.cn

通讯作者:

宫经伟(1984—),男,湖北随州人,新疆农业大学教授,博士生导师,博士. E-mail: gongjingwei@xjau.edu.cn

中图分类号:

TV41

基金项目:

国家自然科学基金资助项目(51869031,51641906,51541909);新疆维吾尔自治区高校科研计划自然科学青年项目(XJEDU2020Y020);天山青年计划项目(2020Q017)


Calculation Model of Thermal Conductivity of Concrete in Cold Regions Considering Pore-Solution Phase Transformation
Author:
Affiliation:

1.College of Hydraulic and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, China;2.Xinjiang Key Laboratory of Hydraulic Engineering Security and Water Disasters Prevention, Xinjiang Agricultural University, Urumqi 830052, China;3.Xinjiang Institute of Water Resources and Hydropower Research, Urumqi 830049, China

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    摘要:

    将寒区混凝土视为多相复合材料,基于比等效导热相等法则建立了能够动态表征饱和度、温度及孔隙分布对混凝土导热系数影响的计算模型,并且将模型计算值与实测值进行了对比分析.结果表明,计算模型有效刻画了正负温交替条件下混凝土孔溶液的相变特征,客观揭示了寒区温度变化过程中混凝土导热系数的演化机理.

    Abstract:

    The concrete in cold regions was considered as a multiphase composite material, and a calculation model that can dynamically characterize the effects of saturation, temperature and pore distribution on the thermal conductivity of concrete was established based on the law of equivalent thermal conductivity. The calculated values of the model and the measured values were compared and analyzed. The results show that the calculation model effectively portrays the phase change characteristics of the pore solution in concrete under the conditions of alternating positive and negative temperatures, and objectively reveals the evolution mechanism of the thermal conductivity of concrete in the process of temperature change in cold regions.

    表 1 混凝土试件的参数Table 1 Parameters of concrete specimen
    图1 导热系数计算模型示意图Fig.1 Schematic diagram of thermal conductivity calculation model
    图2 累计进汞体积与混凝土孔隙半径的关系Fig.2 Relationship between cumulative mercury inflow volume and pore radius of concrete
    图3 热流平行于孔隙时的推导简图Fig.3 Derivation diagram of heat flow parallel to pores
    图4 热流垂直于孔隙时的推导简图Fig.4 Derivation diagram of heat flow perpendicular to pores
    图5 试件密封示意图Fig.5 Schematic diagram of specimen sealing
    图6 实测导热系数与温度、饱和度的关系Fig.6 Relation of experimental thermal conductivity with temperature and saturation
    图7 压入汞累计体积和孔隙半径关系Fig.7 Relation of cumulative volume of injected mercury with pore radius
    图8 混凝土导热系数实测值与模型计算值Fig.8 Experimental and model predicted values of thermal conductivity of concrete
    图9 本文模型与文献[8]模型计算值的比较Fig.9 Comparison of predicted values between authors model and reference [8]s model
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宫经伟,陈鹏,曹国举,陈瑞,贺传卿.考虑孔溶液相变的寒区混凝土导热系数计算模型[J].建筑材料学报,2023,26(5):465-474

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  • 收稿日期:2022-04-27
  • 最后修改日期:2022-07-07
  • 在线发布日期: 2023-06-08
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