文中针对角钢铁塔,设计出一种上下两端完全分开、形成独立段的结构,各段间采用圆形座板式对接。该结构可减少主材接头处螺栓群的数量,既有利于优化现有施工组塔方式,提高组塔效率与施工安全性,也为机器人登塔作业提供便利条件。其中,对接节点是保障整塔稳定的关键部件,为明确其承载机制、破坏模式及极限承载力,文中开展了10个足尺节点抗拉承载力试验研究,考察了底板厚度、底板直径、孔位直径及螺栓孔径对节点荷载-位移曲线及承载力的影响。同时建立了合理的对接节点有限元模型,进一步研究了节点底板尺寸、螺孔尺寸 ...
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