用户名: 密码: 验证码:
动臂变幅塔机奇偶倍率吊钩装置的设计理论
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
随着城市建筑楼群密集度加大,超高层钢结构工程增多,以及群塔作业施工等多种因素,大型动臂变幅塔机的使用越来越多。由于受到起升机构容绳量的限制,大中型动臂变幅塔机的吊钩装置一般采用1-2倍率变换,而涉及到奇偶倍率变换,在结构上难以实现半自动化或自动化,因此研究和开发奇偶倍率半自动变换或自动变换的吊钩装置对起重运输行业具有很大的工程实用价值。
     本文以奇偶倍率半自动变换吊钩装置的设计与研究为目标,在总结塔机变倍率相关知识和分析塔机变倍率装置研究现状的基础上,对该装置进行了结构设计、运动分析、静力分析、稳定性分析及动力学分析等多方面机械性能的研究,并取得了如下创新性成果:
     1、首次对塔机变倍率的相关知识及塔机变倍率装置的研究现状进行了归纳总结,给出了塔机吊钩装置倍率的定义,并描述了倍率的计算公式。
     2、完成了奇偶倍率半自动变换吊钩装置的结构设计,首次在结构上实现了奇偶倍率半自动变换。
     3、分析了吊钩装置在塔机不同工况下的运动轨迹;绘制了二倍率状态下吊钩装置在臂架端部附近随钢丝绳上升量的变化曲线,为变倍率时的速度控制和起升就位问题提供了理论依据和数据资料;重点研究了该吊钩装置变倍率的运动过程,绘制了运动曲线,证明了吊钩变倍率机构的合理性和可行性。
     4、应用弹性平面力学理论分析了吊钩装置所受的平面力问题,对内侧板进行了有限元分析,绘制了变形图和应力分布图;根据内侧板组件的特殊受力方式,应用薄板稳定性理论对其进行了弹性屈曲分析,建立了板—梁式结构的有限元模型,得到了屈曲临界载荷和相应的屈曲模态。
     5、完成了内侧板组件的模态分析,建立了系统动力学模型,得到了内侧板组件的固有频率和振型;完成了内侧板组件的瞬态动力响应分析,绘制了内侧板受力面节点随动载荷变化的轨迹曲线,形象、直观地反映了内侧板受力面随瞬态载荷变化的规律。
     本课题是针对动臂变幅塔机D800/50而研发的奇偶倍率吊钩装置,但该吊钩装置的结构及变倍率原理完全可应用于其它起重机,具有很大的实用价值。理论研究成果为奇偶倍率吊钩装置的深入研究奠定了理论基础,
With the density of city buildings increasing, skyscrapers of steel structure manifolding, and many cranes having to work together, etc, large and medium luffing jib tower cranes are being used more and more. Owing to being limited by rope quantity of hoist mechanism, large and medium luffing jib tower cranes adopt commonly the 1-2 ratios hook-device. Due to relating to odd-even ratios, it is difficult to accomplish the ratios transform semiautomatically and automatically. Therefore, studying and seeking after the odd-even ratios hook-device that can transform ratios semiautomatically or automatically have great practical value to the crane industry.
     Aimed at designing and studying the odd-even ratios hook-device, and based on summarizing the correlative knowledge of the ratios transform and analysing study actuality of the ratios transform device, the dissertation studies this hook-device’s structure design, movement analysis, statics analysis, stability analysis, dynamic analysis, etc. The creative contributions are summarized as follows.
     1. For the first time, the correlative knowledge of ratios transform and the study actuality of the ratios transform device were summarized. The definition of the hook-device’s ratio is given. And the computing formula of the ratio is described.
     2. The structure design of the odd-even ratios hook-device is finished. For the first time this device accomplishes semiautomatically the odd-even ratios transform through the structure.
     3. The hook-device’s movement curves are analysed in different work-modes of luffing jib tower crane. In even ratio the device’s movement curve with rope rising is pictured near the top of the jib. It provides a theory basis and the data information for control problem of speed and hoist position when transforming ratios. The movement process of the hook-device transforming ratios is anatomized. The movement curve is drawed. It prove rationality and feasibility of the hook-device.
     4. The hook device’s planar forces are analysed using planar elastic mechanics theory. Inside-plate is carried out finite element analysis. The deformed picture and the stress distributing picture are described. According to special forced method, inside-plate subassembly is carried out buckling analysis making use of plate-shell’s stability theory. The finite element model of the plate-beam structure is established. The buckling loads and the modes are obtained.
     5. Inside-plate subassembly is carried out mode analysis. Its dynamics model is built. Natural frequencies and mode shapes are obtained. Whereafter, Inside-plate subassembly is performed dynamic analysis. Displacement graph of the node on the forced plane is drawn. It represents fluctuant curve visually that the inside-plate’s forced plane is going with dynamic load.
     In this dissertation, the odd-even ratios hook-device is designed for D800/50 luffing jib tower crane. But its structure and principle of the ratios transform are applicable completely to other crane, and have great practical value. The research result in theory of this dissertation will lay a solid foundation for the in-depth study of the odd-even ratios hook-device.
引文
[1]刘佩衡.塔式起重机使用手册.北京:机械工业出版社,2002
    [2]黄大巍,李凤,毛文杰,等.现代起重运输机械.北京:化学工业出版社,2006
    [3]华玉洁.起重机械与吊装.北京:化学工业出版社教材出版中心,2001
    [4]蔺建国.动臂塔机在国外的发展及应用.建筑机械,2001,(11):31-3
    [5]林贵瑜,史勇.动臂塔式起重机及其发展趋势[J].建筑机械化,2007,(12):22-24
    [6]刘刚,何明.动臂塔机建功超高层建筑.建筑机械化,2008,(2):34-37
    [7]王小明,卢志强.国内外大型起重机的研究现状及发展趋势.机电产品开发与创新, 2009,(3):6-10
    [8]刘永峰,田洪森.国内外工程起重机发展状况研究.施工机械,2008,(12)增刊:476-477
    [9]陈道南,过玉卿,周培德,等.起重运输机械(第一版).北京:冶金工业出版社,1988
    [10]顾迪民.工程起重机(第二版).北京:国建筑工业出版社,1988
    [11]杨长骇.起重机械.北京:机械工业出版社,1984
    [12]国外起重运输机械基本情况编写组.起重运输机械.北京:第一机械工业部科学技术情报研究所出版,1981
    [13]刘佩衡.国外塔式起重机.北京:中国建筑工业出版社,1983
    [14]王志福,赵连玉.塔式起重机.北京:中国建筑工业出版社,1980
    [15]陈雪春.140T铁水罐倾翻吊钩结构优化设计:[硕士学位论文].昆明:昆明理工大学,2007
    [16]刘宝珊.起升钢丝绳倍率变换装置.建筑机械化,1993,(6):33-34
    [17]杨文柱.起重吊装简易计算.北京:机械工业出版社,2007
    [18]张质文.起重机设计手册.北京:中国铁道出版社, 1998
    [19]孙恒,陈作模.机械原理[M].北京:高等教育出版社,1996
    [20]苏安田.环眼吊钩的设计[J].起重运输机械,1996,(4):20-21
    [21]林静.动臂塔式起重机变倍率装置的设计[J].装备制造技术,2008,(9):99-101
    [22]宁朝阳,申晓龙.吊钩部件的三维参数化设计[J].现代制造技术与装备,2008,(2):31-32
    [23]成大先.机械设计手册[M].北京:化学工业出版社,2002
    [24]莫秀萍.叠片式吊钩的强度计算[J].起重运输机械,2007,(8):39-43
    [25]王祯忠.机械式自动挂脱吊钩[J].起重运输机械,1996,(5):23-24
    [26]潘晓燕. 20吨长柄吊钩断裂原因分析[J].物理测试,1999,(1):44-47
    [27]中华人民共和国国家标准. GB/T3811-2008.起重机设计规范[S].北京:中国标准出版社,2008
    [28]徐国斌. Pro/Engineer Wildfire在企业的实施与应用[M].北京:机械工业出版社,2004
    [29]江宏,黄小龙,高宏. Pro/ENGINEER Wildfire/2001结构分析与运动仿真[M].北京:中国铁道出版社,2004
    [30]方建军,刘仕良.机械动态仿真与工程分析-Pro/ENGINEER Wildfire工程应用[M].北京:化学工业出版社,2004
    [31] Gosselin C,Angeles J. Singularity analysis of closed loop kinematic chains[J].IEEETransactions on Robotics And Automation,1999,6(3):281-290
    [32] Li Yi, Masayoshi Tomizuka. Two-degree-of-freedom control with tobust feedbacd control for hard disk servo systems[J].IEEE Transactions on Mechatronics, 1999,4(1):17-24
    [33] Mc Cloy D. Some comparisons of serial driven and parallel manipulators[J]. Robofica, 1990,(8):88-914
    [34]杨基厚.机构运动学与动力学[M].北京:机械工业出版社,1987:36-685
    [35]方益奇.两自由度闭链机构的运动学、动力学分析与机构特性研究:[硕士学位论文].西安:西安电子科技大学,2003
    [36] Cervantes-sanchez J.A simplified approach for obtaining the workspace of a class of 2-dof planar parallel manipulators[J].Mechanism and Machine Theory, 1999,(34):1057-1073
    [37]黄亮,黄军万. Mathcad2000实例教程[M].北京:中国电力出版社,2000
    [38]纪哲锐. MathCAD2001详解[M].北京:清华大学出版社,2002
    [39] ISO 8686-3-1998, Cranes-Desing principles for loads and load combinations. Part 3: Tower cranes[S].1998
    [40]中华人民共和国国家标准. GB/T13752-1992,塔式起重机设计规范[S].北京:中国标准出版社,1992
    [41]太原重型机器厂起草. GB10051.1-88,起重吊钩机械性能、起重量、应力及材料[S].北京:北京起重运输机械研究所,1988
    [42]太原重型机器厂起草. GB10051.2-88,起重吊钩直柄吊钩技术条件[S].北京:北京起重运输机械研究所,1988
    [43]太原重型机器厂起草. GB10051.3-88,起重吊钩直柄吊钩使用检查[S].北京:北京起重运输机械研究所,1988
    [44]太原重型机器厂起草. GB10051.4-88,起重吊钩直柄单钩毛坯件[S].北京:北京起重运输机械研究所,1988
    [45]太原重型机器厂起草. GB10051.5-88,起重吊钩直柄单钩[S].北京:北京起重运输机械研究所,1988
    [46]程昌钧,王颖坚,马文华,等.弹性力学.北京:高等教育出版社,1999
    [47] Abhary K. Maximum stress in round structural members under general case of static loading. Computers & structures. 1996,60(5):705-713
    [48]王仿,高顶.塔式起重机整体结构的有限元分析[J].煤矿机械, 2009,(2):96-97
    [49]库克著,程耿东,等译.有限元分析的概念和应用.北京:科学出版社,1989
    [50]段进,倪栋,王国业. ANSYS 10.0结构分析从入门到精通[M].北京:兵器工业出版社,2006
    [51]尚小江,邱峰,赵海峰,等. ANSYS结构有限元高级分析方法与范例应用[M].北京:中国水利水电出版社,2006
    [52]朱伯芳.有限单元法原理与应用(第二版)[M].北京:中国水利水电出版社,1998
    [53]肖世富,陈滨,刘才山.平动柔性矩形薄板的动力学特性与屈曲分析[J].固体力学学报, 2005,(3):47-53
    [54]张亚辉.复杂结构在多种载荷工况下的屈曲及动力分析:[博士学位论文].大连:大连理工大学, 1999
    [55] Chen Y,Li S.Buckling failure of the axially pre-compressed cylindrical shell irradiated by CW CO2 laser beam. AIAA.24th Plasma Dynamics and Laser Conference,USA,1993(2): 93-3231
    [56]林家浩,曲乃泗,孙焕纯.计算结构动力学.北京:高等教育出版社,1989
    [57]邓可顺.工程结构静力分析和屈曲分析程序系统DDJTJQ及其应用.计算结构力学及其应用, 1992,9(3):301-308
    [58]邓可顺,张亚辉.工程结构弹性静力分析、屈曲分析、动力分析DDJTJQ97程序理论手册、例题手册及用户手册.大连:大连理工大学力学所,1997
    [59]吴连元.板壳稳定性理论.武汉:华中理工大学出版社,1996
    [60]张仲毅.临界压力下压杆挠度的分析讨论.力学与实践,1995,17(4):73-74
    [61]刘延柱.压杆失稳与Liapunov稳定性.力学与实践,2002,24(4):56-58
    [62]张仲毅.对《细长压杆临界挠度确定性的简单解释》结果的改进.力学与实践,1996,18(1):67-69
    [63]薛福林.谈细长压杆稳定性问题.力学与实践,1995,17(4):65-66
    [64]梁枢平,邹时智.也谈细长杆稳定性问题.力学与实践,1997,19(4):67-69
    [65]李亚波.工字梁中心开椭圆孔腹板的屈曲性能研究:[硕士学位论文].西安:西安建筑科技大学,2007
    [66]廖晓昕.研究生用书-稳定性的理论、方法和应用.武汉:华中理工大学出版社,1999
    [67]徐彬.梁腹板在纯弯与局压联合作用下的弹塑性屈曲:[硕士学位论文].西安:西安建筑科技大学,2001
    [68]陶忠.腹板中间V型加劲卷边糟钢柱单波型和多波型相关屈曲性能分析和试验研究:[博士学位论文].西安:西安建筑科技大学,2000
    [69]周承倜.弹性稳定理论[M].四川人民出版社,1981
    [70]陈骥.钢结构稳定理论与设计(第四版)[M].北京:科学出版社,2008
    [71]梁炳文,胡世光.弹塑性稳定理论.北京:国防工业出版社,1983
    [72]武际可,苏先樾.弹性系统的稳定性.北京:科技出版社,1994
    [73] S.铁摩辛柯,S.沃诺斯基.板壳理论.北京:科技出版社,1977
    [74]廖晓昕.动力系统的稳定性理论和应用.北京:国防工业出版社,2000
    [75]黄宇锋,梁尚明,闫喜江,等.基于ANSYS的ITE R重力支撑系统特征值屈曲分析[J].机械设计与制造,2009,1(1):74-76
    [76]沈春根,王贵成,王树林. HSK工具系统的屈曲响应计算和分析[J].机械设计与研究,2009,25(1),77-80
    [77] Kaveh, Salimbahrami. Buckling Load of Symmetric Plane Frames Using Canonical Forms[J]. Computers & Structures, 2007,(3):1420-1430
    [78] Nuno Silvestre,Dinar Camotim. Elastic Buckling and Second-Order Behaviour of Pitched-Roof Steel Frames[J]. Journal of Constructional Steel Research, 2007,(63): 804-818
    [79] Kardomatens G A. Buckling of thick cylindtical shells under external pressure. Journal of applied mechanics,1993,160(3):195-198
    [80] Paul Seide. Small elastic deformations of thin shells. London: Printed in GreatBtitain,1975
    [81] Kohji Honda, Noriyuki Tabushi. Design of Longitudinal Beam Layout on a Curved Shell Based on the Production-Oriented Design Concept. Journal of Ship Production, 1994,10(4): 217-222
    [82] Garrilenko G D. Critical state and stability of cylindrical shells beyond the proportionality limit. International applied mechanics, 1995,31(2):182-186
    [83] Zartutskii V A, Sivak V F. Method of Predicting the Critical stresses in longitudinally compressed cylindrical shells. International applied mechanics, 1995,31(4):229-234
    [84] Bonder S R. General instability of a ring-stiffened circular cylindrical shell under hydrostatic pressure[J]. Appl.Mech., 1957,24(2):203-207
    [85] Bushnell D. Computerized buckling analysis of shells. Martins Mjhoff Publishers,1995
    [86] Brush D O, Almroth B O. Buckling of Bars Plates and Shells. Mcgraw Hill Co.,1975
    [87] Windenburg D F, Triling C. Collapse by instability of thin cylindrical shells under external pressure[J]. Appl.Mech., 1957,24(2):269-277
    [88] Irar Holland, Kolbain Bell. Finite element methods stress analysis. published by the technical university of Norway,1992
    [89] Dow D A. Buckling and post-buckling tests of ring-stiffed cylinders loaded by uniform external pressure. NADA TN D-3111, 1965,(11):133-139
    [90] Kendrick S. The buckling under external pressure of ring-stiffened circular cylinders. Trans. RINA, 1965,(11):139-156
    [91] Ross C T T, John T. The effect of stiffener size on inter-frame shell instability of ring-reinforced circulars. Journal of ship research, 1971,15(6):141-143
    [92] Bushnell D. BOSOR5-Program for Buckling of Elastic Plastic Complex Shells of Revolution Including Large Deflections and Creep. Computer & Structure, 1976,221(6):114-121
    [93] Subbiah J. Nolinea Analysis of Geometrically Imperject Stiffened Shells of revolution. Journal of ship Research, 1988,32(1):137-141
    [94] Yasuhisa Okumoto. Residual Stress on Ship Hull Structure. Journal of Ship Production, 1998,14(4):277-286
    [95] Siger J In, Collapse. The Buckling of Structure. in Theory and Practise, 1982: 443-479
    [96] Walker A C, Davis P. The collapse of stiffened cylinders. Stell plate structures, 1977:791-808
    [97] Ishitsuna W. Fundamental Research on Influence of Initial Residual Stress at Line Heating: [Dissertation]. Osaka University,1994
    [98]凌复华,殷学纲,何治奇.常微分方程数值方法及其在力学中的应用.重庆:重庆大学出版社,1990
    [99]陈健,尹晓春.回转梁动力学方程求解的数值方法研究.机械强度, 2004,26(5):484-488
    [100]杨辉,洪嘉振,余征跃.刚—柔藕合多体系统动力学建模与数值仿真.计算力学学报, 2003,20(4):402-408
    [101]王彬.振动分析及应用.北京:海潮出版社,1992
    [102]张广鹏,方英武,田忠强,等.工业机器人整机结构方案的动态性能评价[J].西安理工大学学报, 2004,20(1):5-9
    [103] Chen W. Dynamic modeling of multi-link flexible robotic manipulators [J]. Computers and Structures, 2001,79(2):183-195
    [104] Tlusty, Ismail F. Dynamic structural identification task methods[J]. Annals of CIRP, 1980,(29):260-262
    [105] Daejong Kim. Parametric studies on static and dynamic performance of air foil bearings with different top foil geometries and bump stiffness distributions[J]. Tribology, 2007,129(2):354-364
    [106] Segalman Daniel J,Roy Anthony M,Starr Michael J. Modal analysis to accommodate slap in linear structures[J]. Vibration and Acoustics, 2006,128(3):303-317
    [107]胡宗武,等.起重机动力学.北京:机械工业出版社,1988
    [108]田东升,胡明,邹平,等.基于ANSYS的六自由度工业机器人模态分析[J].机械与电子, 2009,(2):59-62
    [109]唐春喜,聂拓,李梅龙. ANSYS的电动矿用自卸车有限元模态分析[J].现代制造工程, 2009,(1):121-141
    [110] Hou H. Review of Modal Synthesis Techniques and a New Approach. Shock and Vibration Bullten, 1969,40(4):25-30
    [111] Berman A, Wei F S, Rao K V. Improvement of Analytical Dynamic Modals Using Modal Test Data-AIAA/ASME/ASCE/AHS 21th Structural. Structural Dynamics and Materials Conference, 1980
    [112] Goyder H G D, White R G. Vibrational Power Flow Machines into Built-up Structures( Part 1). Journal Sound Vibration, 1980,68(1):59-117
    [113] Harari A. Wave Propagation in a Cylindrical Shells With Finite Regions of Structural Discontinuity. Journal of the Acoustical Society of Americal, 1977,(2):1196-1205
    [114]王真.单臂架起重机臂架结构运动数值仿真及动力学分析:[硕士论文」.武汉:武汉理工大学,2003
    [115] Hodges C H, Power J,Woodhouse J. The low frequency vibration of a ribbed cylinder (part 1: theory). Journal of sound and Vibration, 1985,101(2):219-235
    [116] Hodges C H, Power J,Woodhouse J. The low frequency vibration of a ribbed cylinder (part 2: observation and interpretation). Journal of sound and Vibration, 1985,101(2): 237-256
    [117] Peterson M R, Boyd D E. Free vibrations of circular cylinders with longitudinal, interior partitions. Journal of Sound and Vibration, 1978,60(1):45-62
    [118] Cheng J, Lee J M. Vibration analysis of a nearly axisymmetric shell structure using a new finite ring element. Journal of Sound and Vibration, 1999,219(1):35-50
    [119]刘德作.单臂架起重机臂架结构动力学研究:[硕士学位论文].武汉:武汉理工大学,2007
    [120] Mustafa B A J, Ali R. Prediction of natural frequency of vibration of stiffened cylindrical shells and orthogonally stiffened curved panels. Journal of Sound andVibration, 1986,111(2):317-327
    [121] Mead D J, Bardell N S. Free Vibration of a thin cylindrical shell with discrete axial stiffeners. Journal of Sound and Vibration, 1986,111(2):229-250
    [122]孙红岩.利用有限元进行转子系统的动力学分析:[硕士学位论文].西安:西安建筑科技大学,2008
    [123] Langley R S. A dynamic stiffness technique for the vibration analysis of stiffened shell structures. Journal of Sound and Vibration, 1992,156(3):521-540
    [124] Fox C H, Hardie D J. Harmonic response of rotating cylindrical shells. Journal of Sound and Vibration, 1985,104(4):495-510
    [125] Huang S C, Soedel W. On the forced vibration of simply supported rotating cylindrical shells. J.Acoust.Soc.Am., 1988,84(1):275-285
    [126]肖汉斌.起重机卷筒强度和稳定性理论分析与试验研究:[博士学位论文].武汉:武汉理工大学, 2002

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700