摘要
对某工程中60m跨度重级工作制吊车梁的设计进行介绍。该吊车梁同时作为屋盖结构的托梁,所以更换起来比较困难。吊车梁的最初方案设计为桁架结构,修改后的方案为实腹式工字形截面。从吊车梁的疲劳性能和钢材的利用率角度分析表明,桁架方案存在明显的不足,修改后的方案则比较好地解决了这些问题。
The design of a 60m span and heavy duty crane beam in a structure is introduced, which is also treated as the support to the roof structure, so it is difficult to be replaced. The initial design for the beam is a truss, and final design changes to I-shape solid-wed beam. The analysis of the fatigue performance and the utilization of material shows that the truss design has obvious disadvantages and the final design could well tackle these problems.
出处
《钢结构》
2006年第6期69-71,77,共4页
Steel Construction
