摘要
剖析了现行各种支承情况下砌体局部受压承载力计算的方法和条件 ,总结出各种情况下砌体局部受压承载力的计算对照表、砌体中梁端有效支承长度表及垫梁折算高度表 ,并指出了垫块与垫梁设置配筋构造及减小偏心距的措施 。
According to the code for masonry structural design,the calculation tables of masonry local compressive bearing capacity under all kinds of support states are listed in this paper and the table of beam-end effective support length and the table of template beam reduced height about the brick masonry are also listed. In the meantime, the construction arrangement of bars about cushion blocks and template beams,and the measures to decrease their eccentricities are indicated. The conclusions drawn in this paper are for reference.
出处
《华北水利水电学院学报》
2001年第4期17-21,共5页
North China Institute of Water Conservancy and Hydroelectric Power
关键词
砌体结构
局部压力
承载力
偏正距
计算
masonry
calculation of the local compress
measures of construction