吉林大学学报(工学版) ›› 2023, Vol. 53 ›› Issue (10): 2785-2794.doi: 10.13229/j.cnki.jdxbgxb.20211337

• 车辆工程·机械工程 • 上一篇    下一篇

动臂塔机防后倾缓冲力计算方法

刘洋()   

  1. 湖南师范大学 工程与设计学院,长沙 410081
  • 收稿日期:2021-12-06 出版日期:2023-10-01 发布日期:2023-12-13
  • 作者简介:刘洋(1981-),男,副教授,博士. 研究方向:起重机动力学分析. E-mail:liuyang@hunnu.edu.cn
  • 基金资助:
    国家留学基金项目(201908430262)

Calculation method of anti-backward-tilting buffer force of luffing jib tower crane

Yang LIU()   

  1. College of Engineering and Design,Hunan Normal University,Changsha 410081,China
  • Received:2021-12-06 Online:2023-10-01 Published:2023-12-13

摘要:

为准确计算动臂塔机的防后倾缓冲力,考虑塔身弹性振动和起重臂刚体转动对防后倾装置动力学的影响,建立了描述防后倾缓冲器相对运动的数学模型,结合防后倾装置的缓冲特性模型,建立了描述防后倾缓冲力与起重机动态特性的数学关系。以一台装备液压防后倾装置的动臂塔机为研究对象,辨识了组成缓冲力计算模型的参数,通过系列工况的防后倾实验验证了防后倾缓冲力计算模型。根据防后倾缓冲力的实验值,计算了突然卸载工况的等效动载系数,验证了《起重机设计规范》中突然卸载工况的动载系数要求,可为动臂塔机设计的相关国家标准修订提供参考。

关键词: 机械设计及理论, 动臂塔机, 缓冲力, 非参数模型, 动载系数

Abstract:

To address accurately calculate the buffer force of anti-backward-tilting device (ABTD) of luffing jib tower crane, considering the influence of tower body elastic vibration and boom rigid body rotation on the dynamics of ABTD, a mathematical model describing the relative movement of buffer is established. Combined with the buffer characteristic model of ABTD, the mathematical relationship between the buffer force of ABTD and dynamic characteristics of luffing jib tower crane is established. Taking a luffing jib tower crane equipped with hydraulic ABTD as the research object, multiple parameters of the buffer force calculation model are identified, and the buffer force calculation model is verified by a series of anti-backward-tilting test. According to the experimental value of buffer force of ABTD, the dynamic load factor of unloading load is calculated, and the relevant requirements of dynamic load factor under sudden unloading condition in Design Rules for Cranes are corrected, which provides a reference for the revision of relevant national standards for the design of luffing jib tower crane.

Key words: mechanical design and theory, luffing jib tower crane, buffer force, non-parametric model, dynamic load factor

中图分类号: 

  • TH212

图1

动臂塔机模型"

图2

缓冲器动力学模型"

图3

起重臂卸载后倾模型"

图4

脱钩器实验装置"

图5

卸载器拉力响应和冲击功率谱"

图6

液压防后倾装置样机"

图7

液压缓冲特性实验装置"

图8

作动器斜坡激励与作动力响应"

图9

系列作动速度与作动力之间的关系"

图10

动臂塔机样机"

图11

动臂塔机弯曲模态振型"

图12

动臂塔机加载后结构变形"

表1

系列吊重工况塔身变形 (mm)"

吊重臂根横向变形门架横向变形缓冲杆与缓冲缸的相对位移
54%额定载荷173821
60%额定载荷183921
67%额定载荷204222
73%额定载荷184729
100%额定载荷296536

图13

卸载实验中防后倾装置动态响应"

图14

系列载荷卸载冲击实验液压力"

表2

系列卸载实验工况的阻尼力峰值"

卸载载荷阻尼力 实验值/kN阻尼力 计算值/kN误差/%
54%额定载荷24.022.17.9
60%额定载荷28.024.711.8
67%额定载荷28.526.47.4
73%额定载荷30.532.04.9

表3

系列工况的动载系数对比"

卸载载荷动载系数实验值1动载系数实验值2动载系数计算值误差/%
54%额定载荷0.410.420.402.4
60%额定载荷0.400.410.385.0
67%额定载荷0.360.370.352.8
73%额定载荷0.340.340.352.9
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