摘要
以实践为基础 ,结合理论分析 ,探讨了建筑工程大体积混凝土温度裂缝产生的原因 ,提出了现场混凝土温度的控制方法和裂缝的预防措施。
Based upon practice and theoretic analysis, the causes of temperature cracks of mass concrete are discussed. In addition, corresponding on site temperature control measures and crack prevention method are presented.
出处
《山西建筑》
2004年第8期50-51,共2页
Shanxi Architecture
