超高大跨凌空台口梁模板及支撑的设计计算

The Design and Calculation of The Form and Support of Superhigh and Large Span Suspended Beam

以福建大剧院工程舞台超高大跨凌空台口梁为例,对超高大跨、荷载重的凌空台口梁模板支撑进行分析计算,给出了模板面板、次龙骨松方木、主龙骨槽钢的计算过程,对模板支撑架立杆的稳定性计算的两种方法进行对比。

By the example of the superhigh and largh span suspended beam in Fujian Theatre, the text designs and calculates the form and support of superhigh, large span and heavy load suspended beam. The text instruduces the calculation of form, square timber keel and channel steel keel and campares the means of calculating the form support pole＇s stability.