摘要
从室内外温差和建材膨胀系数的不同两方面分析了砌体结构建筑物产生温度裂缝的原因,并提出了相应的裂缝防治措施,对温度裂缝的控制提供了理论指导。
From two aspects： outdoor temperature difference and expansion coefficient of building material reasons caused the temperature cracks in masonry structure are analyzed; at the same time corresponding prevention measures are proposed, which provide good theoretical references fortemperature cracks＇ control.
出处
《山西建筑》
2007年第4期158-159,共2页
Shanxi Architecture
关键词
砌体材料
温度裂缝
膨胀系数
masonry, temperature crack, expansion coefficient
