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砌体结构温度应力解析计算及相应裂缝的处理
引用本文:魏书华,陈雪英,梁忠宝.砌体结构温度应力解析计算及相应裂缝的处理[J].河北机电学院学报,2012(3):158-160,166.
作者姓名:魏书华  陈雪英  梁忠宝
作者单位:[1]河北科技大学建筑工程学院,河北石家庄050018 [2]河北融大装饰工程有限公司,河北石家庄050000 [3]河北科技大学总务处,河北石家庄050018
摘    要:介绍了砌体结构温度裂缝的形态特征,对砌体结构温度裂缝的成因进行了分析,并详细介绍了砌体结构温度应力的解析计算及应力近似计算方法,在此基础上提出了温度裂缝的防治措施。

关 键 词:温度  应力  变形  裂缝  措施

Analytic calculation of temperature stress of masonry structure and treatment of cracks
Authors:WEI Shu-hua  CHEN Xue-ying  LIANG Zhong-bao
Affiliation:1. College of Architecture Engineering, Hebei University of Science and Technology, Shijiazhuang Hebei 050018, China; 2. Hebei Rongda Decoration Engineering Company Limited, Shijiazhuang Hebei 050000,China 3. General Department, Hebei University of Science and Teehnology,Shijiazhuang Hebei 050018,China)
Abstract:The mordhological characteristics of the temperature crack of masonry structure is introduced and the causes are also analysed. Then analytic calculation of temperature stress of masonry structure and its approximate calculation method are de- tailedly deduced. Finally preventing measures are proposed.
Keywords:temperature  stress  deformation  cracks  measures
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