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基于砖砌结构抗压承载力不足的分析研究
引用本文:李开敏,李志鹏.基于砖砌结构抗压承载力不足的分析研究[J].价值工程,2014(6):142-143.
作者姓名:李开敏  李志鹏
作者单位:郑州华信学院,郑州451100
摘    要:局部受压是砖砌结构中常见的受力状态之一。由于抗压承载力不足引起的问题在所有的砖砌体结构质量问题中不仅是最危险的,也是最严重的。遇到这些情况,都应该引起人们对结构安全的高度重视,加强对砖砌体结构质量缺陷的防止措施。

关 键 词:砖砌结构  质量缺陷  防止措施

Analysis and Research on Insufficient Compressive Bearing Capacity of Masonry Structures
LI Kai-min,LI Zhi-peng.Analysis and Research on Insufficient Compressive Bearing Capacity of Masonry Structures[J].Value Engineering,2014(6):142-143.
Authors:LI Kai-min  LI Zhi-peng
Institution:( Zhengzhou Huaxin University, Zhengzhou 451100, China )
Abstract:Local compression is one of common stress states in masonry structures. The problem caused by insufficient compressive bearing capacity is not only the most dangerous, but also the most serious in all masonry structures quality problems. In these circumstances, we should pay more attention to the safety of the structure, strengthen the prevention measures for masonry structures quality defects.
Keywords:masonry structure  quality defect  prevention measures
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