保温砂浆墙体保温系统温度效应研究

STUDY ON TEMPERATURE EFFECTS ON WALLS WITH THERMAL INSULATION MORTAR SYSTEM

  • 摘要: 基于热传导和热弹性的基本理论,利用ANSYS有限元软件分析了玻化微珠保温砂浆不同保温形式墙体的温度场和温度应力。分析结果表明:不同保温形式下,墙体系统保温层与结构层温度场差异较大;外墙外保温形式保温层温度变化幅度大,设计中应注意其保温层温度变形及疲劳温度应力的计算;在寒冷和严寒地区冬季,外保温墙体和内外复合保温墙体结构层温度均为正温,内保温墙体结构层温度会出现正负循环的温度场;在不利温度作用下,内保温基层墙体温差最大(约25℃),同时其温度应力较大,影响墙体结构耐久性。

     

    Abstract: Based on the theories of thermal conductivity and thermal elasticity, the thermal field and thermal stress of different thermal insulation walls with thermal insulation glazed hollow bead mortar were analyzed by applying ANSYS. The calculation showed that the temperature field of the insulating layer and structural layer varied significantly with insulating forms. The temperature of the external insulating layer of external walls changed obviously, so the calculation of the temperature deformation and fatigue thermal stress of the insulating layer should be concerned in the insulation layer’s design. In cold winter and extremely cold climate areas, the temperature of the structural layer in external and composite thermal insulation walls would be above 0℃, while that in interior thermal insulation wall might suffer a positive/negative temperature variation. The structural layer in the interior thermal insulation wall had the largest temperature variation (about 25℃), and the larger thermal stress under the disadvantageous temperature condition, which would adversely affect the durability of the structure.

     

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