型钢悬挑脚手架立杆稳定与最大搭设高度计算

The calculation of the maximum tower height and the standing post stability of suspended section steel scaffold

结合实践经验,在参阅大量资料的情况下,建立型钢悬挑卸载组合脚手架的力学模型,并对脚手架立杆稳定和最大搭设高度进行了计算,为脚手架的实际应用提供指导。

Combined with the practical experience and referred to mass datas to establish the mechanical model of the suspended section steel unloading combination scaffold. It has a calculation of the scaffold standing post stability and the maximum tower height. To provide guidance of the practical application of scaffold.