摘要
针对履带起重机双主臂结构中的横向连接结构展开研究。选择60 m、90 m和120 m三种臂长,分别设计几种横向连接节位置、数量不同的臂架组合,利用有限元分析软件,对一定的典型工况进行结构计算分析,并对特定位置的结构应力、变形等分析结果进行对比,得出较优的臂架组合方案。提出双臂架之间横向连接结构的设计原则为:在保证单个臂架结构整体稳定性的前提下,应首先保证臂架根部和头部布置横向连接节,其次相邻两个横向连接节的间隔距离与臂架全长之比应不大于50%。
A study has been developed on a crawler crane's dual booms' cross connection. Lengths of 60 m, 90 m, and 120 m were selected respectively to make combinations of different cross positions, and boom groups in various number, with which to compute and analyze the combined structures under certain typical working conditions, so as to get a solution to the boom groups before comparing resultant structural stress and deformation at specified positions.Besides, It has to provide design principles for cross connection between the 2 booms, i.e. Under the precondition that a single boom structure be sure of stability as a whole, and first of all to ensure cross connections between feet of the booms and between the tops, beside ensuring ratio of 50% or less of clearance between2 cross connections with total length of the boom.
引文
[1]张振兴,徐格宁,高顺德,等.超大型履带式起重机在我国发展现状探讨[J].工程机械与维修,2011(8):64-66.
[2]王欣,滕儒民.徐工集团XGC88000型履带起重机与大吨位起重机的需求分析[J].石油化工建设,2013,35(4):18-21.
[3]孙影,孙丽.履带起重机国内外发展趋势[J].建筑机械,2013(15):34-37.
[4]Liebherr-Werk Ehingen Gmb H.LR13000 Crawler Crane Technical Data[C].Ehingen,2015.
[5]Liebherr-Werk Ehingen Gmb H.Crawler Crane LR13000[C].Ehingen,2011.
[6]Terex Cranes.CC 8800-1 TWIN Datasheet[C].2016.
[7]李响.履带起重机臂架系统有限元参数化方法研究[D].大连:大连理工大学,2007.
[8]GB/T 3811-2008起重机设计规范[S].