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吊重防摇控制的起重机快速对位关键技术研究

发布于:2011-03-07 14:12:07 来自:建筑设计/建筑资料库 [复制转发]
起重机的小车和吊重之间一般采用柔性钢绳联结,由于大、小车和吊重存在惯性,小车或大车的运行使吊重产生摇摆,不利于起重机快速对位。一般吊重防摇的被动控制较主动控制容易实现。吊重防摇、减摇的型式一般有机械式、液压油缸式、钢丝绳索式、机械电子式和智能电子式,文中的研究重点在液压油缸式和智能电子式减摇系统。对起重机吊重系统的动力学分析是解决起重机快速对位问题的基础。文中由桥式起重机建立了起重机吊重系统动力学方程,并在线性简化的基础上得出吊重二自由度摆角模型。仿真结果表明:吊重的起升绳长和大、小车运行的加(减)速度是影响吊重摆角的主要因素,其中大、小车运行加(减)速度对摆角的影响较绳长对摆角的影响显著:起重机的大车和小车运行对吊重摇摆的影响效果是相同的。液压油缸式减摇系统在集装箱起重机中应用较多,为了能更好地为液压减摇系统的工程设计提供理论依据和指导,文中根据液压减摇系统的结构特点和小车吊重系统的运动特点对液压油缸式减摇系统在工程适用范围内建立了动力学方程,对减摇系统进行了动力学分析,模拟实际工况进行了动态仿真,结果表明:吊重摆角按指数形式衰减,影响减摇系统减摇效果的因素有减摇系统的结构参数、起升质量、起升绳长和起升速度。对于具体的液压减摇系统,在最佳结构参数载荷比范围或匹配起升质量时,可以得到良好的减摇效果。一般通过相应的传感器实时采集小车位置和速度、吊重摆角和摆角角速度以及小车驱动力等状态变量信息,并提供给防摇控制系统。考虑到吊重摆角等变量现场测量的难度和成本,文中针对电压控制小车驱动电机的小车吊重动力学系统,通过设置全状态观测器或降维观测器对相关变量进行现场观测,即重构状态变量空间,从而将相关变量的估计信息提供给防摇控制系统。通过采集小车位置信息可以设置全状态观测器对包括小车位置在内的所有状态变量进行观测:通过采集小车位置和速度信息可以设置降维观测器对吊重摆角、摆角角速度和驱动力进行观测。观测器的相应状态变量的观测时间与小车吊重系统动力学参数、观测器的极点和相应状态变量的初始值有关。在给定系统动力学参数和相应状态变量的初始条件下可以绘制观测器极点与对应状态变量的观测时间关系曲线,为了使观测器精确重构状态变量空间并具有良好的动态特性,可以将观测器的极点配置在复平面负实轴上和该曲线的平缓变化区域。由小车吊重开环系统动力学特性和开环系统的极点在复平面的分布形态,开环系统本身是不稳定的。通过引入状态反馈增益调节器构成闭环控制系统,其中状态变量信息由传感器现场采集或观测器观测所得。采用极点配置法(极点位移法),通过考虑控制系统复平面上一对闭环主导极点,控制系统的其余极点可以配置在离这对主导极点左侧较远处,用类似二阶系统性能分析方法获得反馈控制器的增益调节参数,通过调节参数配置反馈控制系统的极点为期望极点,从而使吊重的摆动能在小车的目标位置和期望时间衰减为零。当反馈控制系统引入状态观测器时,要求观测器对状态变量的观测速度比反馈控制器对状态变量的调节速度快。文中进行了观测器和反馈控制器的设计,仿真结果表明在小车目标位置、指定调节误差范围内吊重摆角能在期望的时间衰减为零,各状态变量均有良好的动态响应特性,说明了观测器和控制器设计的合理性和有效性。起重机现代智能电子吊重防摇控制系统的物理实现须建立在现代电子电路设计基础上。文中对起重机快速对位的实现提出基于控制器局域网(CAN)总线形式的数字信号处理(DSP)控制系统,合理设计了CAN总线控制系统的智能节点电路,对吊重摆角的三角形测量方法给出了具体实施方案。这些关键技术的解决是吊重防摇控制理论和方法进一步物理实现的前期工作。
活动房
Generally, the trolley of overhead cranes or gantry cranes and the load are connected by the flexible wire rope. The operation of the trolley or the crane causes the load’s sway because of the inertia of the trolley, crane and load. Load’s sway is not favorable to the crane’s fast contraposition. Passive control of the load’s anti-sway is often easier than the active control. The kinds of the load’s anti-sway usually include mechanical system, hydraulic system, wire rope system, mechanical electronic system and intelligent electronic system. Research emphasis of this thesis is on the hydraulic and the intelligent electronic anti-sway system. Dynamic analysis for the crane-load or the trolley-load system is the foundation for solving the problem of the crane’s fast contraposition. The crane-load system’s dynamic equations were constructed for the overhead cranes, and the two-degree-of-freedom angle model was derived based on linear simplification for the system’s dynamic equations. Dynamic simulation results show that load’s hoist rope length and the acceleration of the crane or the trolley are the main influencing factors for the load’s swing angle, and the acceleration has greater effect on the swing angle than the rope length, and the effect of the crane’s running and the effect of the trolley’s running on the load’s swing angle are identical.Hydraulic anti-sway system has extensive application in the container cranes. In order to provide theoretic foundation and guidance for the engineering design of the hydraulic anti-sway system, in this thesis, the dynamic equations were constructed in the field of engineering application on the base of the characteristic of the anti-sway system’s structure and the trolley-load system’s dynamics. Then dynamic characteristic was analyzed for the hydraulic anti-sway system. Dynamic simulation according to the container cranes shows that the load’s swing angle may be attenuated to zero according to the index form, and the anti-sway system’s structure parameter, hoist load mass, hoist rope length and hoist velocity can affect the anti-sway effect. For the concrete hydraulic anti-sway system, there exists better anti-sway effect when the anti-sway system has the matching hoist load or the optimal ratio range of the structure parameter to the hoist load.The state variables information including the trolley’s position and velocity, the load’s swing angle and swing angle velocity and the trolley’s driving force are often collected by corresponding sensors, then these information is provided to the anti-sway control system .But considering the difficulty and cost of site measurement for variables such as the load’s swing angle, in this thesis, for the trolley-load’s dynamic system drove by the DC motor, the corresponding variables can be observed through setting a full-state observer or a reduced dimension observer, and that is to reconstruct the state variable space. Then corresponding variables’ estimated information may be provided to the anti-sway control system. The full-state observer was designed to observe all variables including the trolley’s position through collecting the trolley’s position information. The reduced dimension observer was designed to observe the load’s swing angle, swing angle velocity and driving force through collecting the trolley’s position and velocity information. The dynamic parameters of the trolley-load’s system, the observer’s pole location and the initial value of the corresponding state variable can affect the corresponding state variable’s observation time. The curves of observation time vs. observer’s pole location can be plotted when the system’s dynamic parameters and the corresponding state variable’s initial value are determinate. In order to reconstruct the state variables precisely, the observer’s pole is placed on the negative real-axis in the complex plane and in the flat range on the curves.The trolley-load open-loop system is unstable according to the dynamic characteristic of the trolley-load open-loop system and the open-loop system’s pole location in the complex plane, the closed-loop control system is constructed through introducing the state feedback gain regulator. The state variables information is offered through collecting with site sensors and observing with the observer. Considering a pair of closed-loop dominant poles in this control system’s complex plan, the other poles of this control system may be distantly placed in the left side of the dominant poles based on pole placement (pole displacement) method. The gain adjusting parameter of the feedback controller is achieved with the analysis way of similar 2nd-order system. The feedback control system’s poles expected are placed with the adjusting parameter, and the load’s swing may be attenuated to zero at the target position and the expected adjusting time. When the state observer is introduced into the feedback control system, the observer’s observing state variables must be faster than the feedback controller’s adjusting state variables. In this thesis, the observer and feedback controller were designed. Simulation results show that the load’s swing angle may be attenuated to zero at the trolley’s expected position and adjusting time in the adjusting error range, and the anti-sway control system has favorable stability and dynamic characteristic. So the design of the observer and feedback controller is reasonable and effective.Physical realization of the cranes’ modern intelligent electronic anti-sway control system must be based on the modern design of electronic circuit. In this thesis, the DSP anti-sway control system based on CAN bus structure was reasonably designed, and the concrete implementation scheme for the load’s swing angle’s measurement with triangle method was expounded. These key technologies’s solving are the preparatory work on the physical implementations for these anti-sway control theory and method.
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正在施工的三峡工程右岸地下电站区地质条件复杂,开挖规模大,主厂房长311.3m×宽32.6m×高87.3m,大量地下岩体开挖必将引起围岩应力场的变化,致使围岩应力在开挖方向卸荷松驰,卸荷差异变形明显。而这种大型岩体开挖工程稳定性问题,在过去一般是运用加载岩体力学的方法来研究,但卸荷条件下,岩体的力学特征、本构方程、裂隙扩展方式与加载时是不同的,因此用加载岩体力学的方法来评价围岩的稳定性是不完善的。本文以三峡地下电站主厂房施工开挖为工程背景,以大量岩石(体)卸荷试验和主厂房施工监测成果为基础,以数理统计、弹塑性岩体力学、断裂力学、工程地质分析及数值分析为研究手段,对卸荷条件下岩体的力学特性、本构模型、变形破坏机理及围岩稳定性等方面从理论到工程应用进行了较为系统的研究,取得以下主要研究成果:(1)基于岩石卸荷试验,揭示了岩石卸荷变形、卸荷过程中岩石参数的弱化及峰后应力脆性跌落特征。卸荷引起的强烈扩容是岩石变形破坏的根本原因,具有较强的峰后应力脆性跌落特征,应力脆性跌落系数与初始围压具有较好的相关性。卸荷过程中岩体的变形模量E逐渐减小而泊松比μ逐渐增大,E减小约5%~25%,μ增大约50%~300%,这种变化幅度随初始围压的增大和卸荷程度的增强而变大,其变化与体积应变有较好的相关性。相对常规压缩试验,卸荷岩体的摩擦角φ有所增大而粘聚力c却大大减小:卸载围压且同时升轴压试验的峰值c减小约33.2%,残余c减小约65.3%,峰值φ增大约14.7%,残余φ增大约33.2%;同时卸载围压和轴压试验的峰值c减小约47.8%,残余c减小约77.6%,峰值φ增大约9.4%,残余φ增大约5.9%。(2)卸荷岩体在屈服点附近符合Griffith屈服准则,而到达峰值后符合Mohr-Coulomb屈服准则,假设卸荷岩体屈服是随体积应变从Griffith屈服至Mohr-Coulomb屈服线性过渡,可构造出卸荷岩体的屈服准则,进而求出其相应的本构方程。将岩体卸荷应力~应变曲线分为弹性、卸荷屈服、峰后脆性及残余理想塑性四个阶段,求出其相应段的本构方程,得出卸荷岩体全过程的本构模型。(3)基于裂隙岩体相似模型试验,揭示了卸荷条件下裂隙岩体的强度、变形特征、破坏形态及裂隙扩展演化过程。在单裂隙岩体中,岩体的卸荷破坏强度随裂隙与卸荷方向夹角的增大而减小的,而在双裂隙模型中,陡~缓倾角组合岩桥强度最低,陡倾角组合岩桥的强度相对较高;裂隙卸荷扩展具有阶段性和突发性,变形会出现多级突跳现象,当发展到裂隙贯通时,位移会出现大幅度的阶跃,位移突跳的次数与新生裂纹的数量正相关。卸荷扩展裂隙一般带有一定程度的张性特征,其卸荷扩展方式有剪切扩展、张拉扩展、拉剪复合扩展及冀裂纹扩展四种类型,岩桥卸荷破坏可归纳为剪切破坏、张剪复合破坏和张拉破坏,以张剪复合破坏为主。(4)地下洞室开挖卸荷过程中,裂隙面的应力状态经历了从压剪应力状态逐渐向拉剪应力状态的变化过程,基于断裂力学理论,对压剪及拉剪切应力状态下裂隙扩展时的应力强度因子进行对比分析,说明卸荷条件下裂隙更容易扩展。同时也探究了裂隙扩展过程中分支裂隙尖端的应力强度因子,进而确定裂隙扩展的长度,首次推导了拉剪应力状态下裂隙扩展过程中分支裂隙尖端的应力强度因子。(5)基于主厂房施工监测,结合工程地质条件分析围岩的开挖卸荷变形机理及其稳定性。对含断层围岩的开挖卸荷稳定性进行较系统的数值模拟,提出了以最大应力集中系数、应力松驰区面积、最大变形量、特征部位变形大小和塑性区面积等量化指标评价断层分布部位、初始地应力场和断层抗剪强度参数对围岩稳定性影响的方法,阐述了含断层围岩开挖卸荷变形机理及其稳定特征。(6)根据块体理论及工程地质分析,总结了主厂房开挖块体的失稳模式。对不同部位典型块体数值模拟分析表明不同部位的块体二次应力场、变形及塑性区分布特点不同,提出了块体变形失稳演化机理和局部稳定性评价的量化指标,同时将强度折减法应用到主厂房块体整体稳定性评价中并与极限平衡稳定性计算结果进行比较,阐述了地应力场对块体稳定性的影响和极限平衡计算中存在的缺陷。(7)一般弹塑性数值分析并没有考虑开挖岩体的卸荷效应,利用FLAC软件内置fish语言,编写了考虑卸荷过程中岩体参数弱化的数值计算程序,并对主厂房开挖稳定性进行了模拟计算,计算结果与监测相符,较一般弹塑性计算结果更符合工程开挖实际。

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