蛛网式梁格楼盖径向梁内力分析及变形计算
- 摘 要
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边学林 朴冬梅 （黑龙江省轻工设计院 哈尔滨150040）边 宇 （哈尔滨第七建筑工程公司 150050）[提要] 依据整体式钢筋砼肋形楼盖和井式楼盖计算理论和蛛网式梁格中径向梁交点0处变形协调条件，采用弹性支座刚度系数法计算任意荷载作用下蛛网式梁格楼盖径向梁的内力及变形。
[关键词] 弹性支座 刚度系数 径向梁 截面弹性刚度On the basis of computing theory of cast-in-place reinforced concrete floor with check beams or griders, it is computed for internal forced and deformation of the radial beams of beam and slab struture of floor in web form in the method of coefficient of rigidity of elastic support, according to
the deformation coordinate condition on point o of intersection beam.
Keywords: coefficient of rigidity; elastic support; elastic rigidity; slab; radial beams
