摘要
悬臂掘进机一体化施工平台是一种适应复杂围岩条件下,实现拱形金属支架支护,且与掘进机一体的挑梁和踩踏机构。文章利用Pro/ENGINEER Mechanica(Pro/Em)软件对初始设计进行了有限元分析,分别求出挑梁和载人两种工况下最大应力和最大变形的承受部位以及应力和变形数值大小,验证了初始设计的可靠性。另外,在有限元分析的基础上对平台材料进行了优化选择,既保证支护作业的安全,又实现节省材料和减少能耗的目的。
Integrated construction platform of boom - type, an outrigger and standing mechanism integrated with roadheader, could adapt conditions of complex surrounding rock, realizing supporting with metallic support. The finite element analysis on the initial design was conducted with Pro/ENGINEER Mechanica software. The maximum stress zone and the maximum deformation zone under the superimposed load and the manned conditions were determined, and the values were obtained. The results of finite element analysis verified the reliability of the initial design. The material of platform was optimized based on the finite element analysis results. The design ensured the supporting work safety, but saved materials and energy consumption.
出处
《煤炭工程》
北大核心
2014年第4期134-136,共3页
Coal Engineering
基金
中央高校基本科研业务费资金项目(3142013063)
十二五"863"计划项目(2012AA06A405)
关键词
施工平台
有限元分析
应力
变形
优化设计
construction platform
finite element analysis
stress
deformation
optimization design