辽宁石油化工大学学报

辽宁石油化工大学学报 ›› 2016, Vol. 36 ›› Issue (1): 42-45.DOI: 10.3696/j.issn.1672-6952.2016.01.010

• 化工机械 • 上一篇    下一篇

立井施工吊盘的AN S Y S分析

邵 菁,张德琦   

  1.  
    ( 辽宁石油化工大学,辽宁 抚顺1 1 3 0 0 1)
  • 收稿日期:2015-05-10 修回日期:2015-06-15 出版日期:2016-02-25 发布日期:2016-03-01
  • 通讯作者: 张德琦( 1 9 6 3 - ) , 男, 硕士, 教授, 从事煤矿安全、 土木工程等方面的研究; E - m a i l : 2 4 8 3 6 9 6 7 2 3@q q. c o m。
  • 作者简介:邵菁( 1 9 9 0 - ) , 女, 硕士研究生, 从事劳动安全管理、 煤矿安全数值模拟等方面的研究; E - m a i l : 5 0 6 6 4 4 3 7 7@q q. c o m。

Analysis of Hanging Scaffold in Vertical Shaft Construction by ANSYS

Shao Jing， Zhang Deqi   

  1. Liaoning Shihua University，Fushun Liaoning 113001，China
  • Received:2015-05-10 Revised:2015-06-15 Published:2016-02-25 Online:2016-03-01

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摘要： 以山西省吴家峁矿井进风立井井筒为研究对象, 根据井筒内施工设备的布置方案设计吊盘梁格, 主
要研究了立井施工中吊盘的受力及变形情况。运用 AN S Y S软件建立吊盘的三维模型, 施加约束与载荷后, 在
AN S Y S求解器中求解, 采用米塞斯屈服准则, 得到吊盘的等效应力分布和位移变化。通过应力云图和位移变化, 可
了解吊盘的受力状况及变形情况。由抓岩机工作和空载时悬吊点位移的变化计算的结果得知, 吊盘以0. 2 5m的振
幅上下振动。

关键词: 立井施工,  , 吊盘,  , 有限单元法, 应力分布,  , 位移变化

Abstract: Taking ventilation shaft lining of Wujia Mao mine in Shanxi province as a research object, the design of the hanging plate's beams by the layout of constructing equipments was done. Using the ANSYS software to establish 3D model of the hanging plate, after conducting constraint and load, solving in ANSYS solver, and using Mises yield criterion, the equivalent stress distribution was obtained. Its force nephogram and displacement changes showed that the stress of the plate, and the deflection of the hanging plate. Based on displacement change of hanging point in case of grab loader working and no-load, the results show that hanging scaffold would vibrate with 0.25 m vibration amplitude.

Key words: Shaft construction, Hanging scaffold, Finite element method, Equivalent stress distribution, Displacement change

引用本文

邵 菁,张德琦. 立井施工吊盘的AN S Y S分析[J]. 辽宁石油化工大学学报, 2016, 36(1): 42-45.

Shao Jing， Zhang Deqi.

Analysis of Hanging Scaffold in Vertical Shaft Construction by ANSYS[J]. Journal of Liaoning Petrochemical University, 2016, 36(1): 42-45.

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