摘要
砌体结构由于造价低廉、就地取材、施工操作方便等特点,在多层建筑中得到广泛应用,砌体结构为脆性结构,有受温度影响较大和容易开裂等缺点。本文分析了砌体结构温度裂缝的成因、危害情况,探讨了控制砌体结构温度裂缝的措施和思路。
Masonry structure is widely used in multi-storey buildings due to its low cost, local materials and convenient construction. However, masonry structure is a brittle structure with some shortcomings, such as being greatly affected by temperature and easy to crack. In this paper, the causes and hazards of temperature cracks in masonry structures are analyzed, and the measures and ideas for controlling temperature cracks in masonry structures are discussed.
引文
[1]王铁梦.建筑物的裂缝控制[M].上海:上海科学技术出版社,1987.
[2]中国建筑东北设计研究院有限公司.砌体结构设计规范(GB 50003-2011)[M].北京:中国建筑工业出版社,2012
[3]胡昌胜,王刘洋.砌体结构温度裂缝问题及其处理[J].工程与建设,2006(04):309-310+312.