中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2015, Vol. 34 ›› Issue (1): 152-156.DOI: 10.3969/j.issn.1674-0696.2015.01.33

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Main Structure of 400 t Deck Erection Gantry of Walking Type

Xue Zhiwu1, Li Bazhou1, Dang Yanfeng2   

  1. 1.CCCC Wuhan Harbor Engineering Design & Research Co. Ltd., Wuhan 430040, Hubei, China; 2. CCCCSHEC Fourth Engineering Company Ltd., Wuhu 241000, Anhui, China
  • Received:2013-04-25 Revised:2013-07-10 Online:2015-02-15 Published:2015-03-10

400 t步履式缆载吊机结构分析与研究

薛志武1,李拔周1,党彦锋2   

  1. 1.中交武汉港湾工程设计研究院有限公司,湖北 武汉 430040;2.中交二航局第四工程有限公司,安徽 芜湖 241000
  • 作者简介:薛志武(1986—),男,江西赣州人,助理工程师,硕士,主要从事桥梁专用设备研发和特大桥梁施工工艺方面的研究。E-mail:xuezhiwu1986@163.com。

Abstract: ANSYS shell 63 unit and beam188 unit were applied to establishing the finite element model of the whole crane, to simulating the static loading test of crane and determining the accuracy of the model and the stress state of the overall structure. The model modal analysis and harmonic response analysis of the crane was carried out in order to obtain the inherent frequency characteristics, which provided the theoretic basis for later improvement and optimization. At last, the dynamic response of the structure in the lifting and swing shift process was further researched, which ensured the safety of structure.

Key words: electromechanical engineering, deck erection gantry, finite element, static load test, natural frequency, dynamic response

摘要: 采用ANSYS中shell63单元和beam188单元建立吊机整体有限元模型,模拟仿真了吊机静载试验过程,确定了模型的准确性和整体结构的受力状态。对吊机模型进行模态分析与谐响应分析 得出其固有频率等特性,为后期改进和优化提供理论依据。研究了在起吊和荡移过程中吊机结构的动力响应,验证了结构的安全性。

关键词: 机电工程, 缆载吊机, 有限元, 静载试验, 固有频率, 动力响应

CLC Number: