论文部分内容阅读
我国许多地区绝大部分三至五层的民用建筑,均采用砖混结构,每间都用横墙隔开,并设有外挑廊或外挑阳台。这种结构在基础设计计算时,为了简化受力分工,便于分析计算,均不考虑纵横墙的整体连续性,而把纵横墙墙基看作独立单位来分别计算。一般设计成横墙承重,纵墙为非承重。所以横墙墙基要承担自身重量及屋面和各楼层的所有
In most areas of China, most of the three to five-story residential buildings use brick-concrete structures, each of which is separated by a horizontal wall and has outside or outside balconies. In the basic design calculation of this kind of structure, in order to simplify the force division and facilitate the analysis and calculation, the overall continuity of the vertical and horizontal walls is not considered, and the vertical and horizontal wall bases are considered as independent units to be calculated separately. It is generally designed as a horizontal wall bearing and the vertical wall is not load-bearing. Therefore, the horizontal wall base bears its own weight and all the roofs and floors.