摘要
介绍了两种孔型烧结页岩煤矸石多孔砖砌体的通缝抗剪强度试验概况与结果,探讨了多孔砖砌体的抗剪机理。通过试验数据的分析,得出了多孔砖砌体通缝抗剪强度的计算公式和抗剪强度指标,与现行规范规定的设计值相比平均高47%。
The result of straight-line shear strength test of masonry which is constitute of fired shale-gangue perforated bricks of two different types of hole shapes is introduced. The shear mechanism of perforated brick masonry is discussed. Based on the analysis of test data, the shear strength calculating formula and the design value have been given. The design value is contrasted with the ~de for Design of Masonry Structures.
出处
《建筑结构》
CSCD
北大核心
2005年第9期11-14,共4页
Building Structure
基金
重庆市建委科研项目"烧结页岩多孔(空心)砖砌体成套技术"的子课题。
